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HomeMy WebLinkAbout5647AGENDA BILL CITY OF BREMERTON CITY COUNCIL e& hZ011- I SUBJECT: Contract Award to_JMG_. Study Session Date: January 25, 2017 Constructors; L_LC-for the Reservoir 4 COUNCIL MEETING Date: February 1, 2017 Cover Replacement Project Department: _Engineering Presenter: Tom Knuckey Phone: (360) 473-2376 SUMMARY: The Work to' be completed under this contract includes demolition of the existing membrane bottom liner and cover, installation of a new membrane bottom liner and cover fabricated from chlorosulfonated polyethylene (CSPE) material, installation of a passive mixing system to improve water circulation in the reservoir, and a new security fence surrounding the facility. There were 3 bids submitted from contractors which were opened January 12, 2017. The lowest, responsive, responsible bidder was JMG Constructors in the amount of $1,922,903 (which includes sales tax). ATTACHMENTS: 1) Site Plan; 2) Contract; 3) Bid Tabulation FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2017 budget and is funded by a DWSRF Loan of $2,300,000 previously approved for this project. A mid -year budget adjustment is. anticipated. STUDY SESSION AGENDA: o No Presentation ❑ Full Presentation STUDY SESSION ACTION: © ConsentAgenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve the bid for the Reservoir 4 Cover Replacement Project from JMG Constructors in the amount of $1,922,903 (which includes sales tax) and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: iApprove Form Updated 01/07/15 ❑ Deny ❑ Table ❑ Continue ❑ No Action 1 Contract Bid Documents CITY OF BREMERTON Reservoir 4 Cover Replacement Project Project No. 4516 Pre -Bid Conference: January 3, 2017 @ 9.'00 AM At project site. Entrance located 600 ft South of Roosevelt Blvd on 3 d Ave W. Closest Address: 1650 3`d Ave West Bremerton, WA 98310 Bid Opening; January 12, 2017 @ 2`00 PM City Clerk's Office, City Hall 345 Sixth Street Bremerton, WAI 98337 Contact Person: Bill Davis, P.E. Public Works & Utilities Engineering Division 3027 Olympus Drive Bremerton, WA! 98310 Tel: (360) 473-2312 FAX: (360) 473-5398 7 ADDENDUM NO. 1 TO CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF BREMERTON,' RESERVOIR 4 COVER REPLACEMENT PROJECT DATE OF ISSUE: JANIJARY 6, 2017 TO: PROSPECTIVE BIDDERS AND OTHER INTERESTED PARTIES THE CONTRACT DOCUMENTS AND SPECIFICATIONS, INCLUDING THE CONTRACT DRAWINGS, ARE HEREBY MODIFIED BY THE FOLLOWING ITEMS: CHANGES TO SPECIFICATIONS AD -1 Item 1 SECTION 00 73 13 —SUPPLEMENTARY CONDITIONS. ATTACHMENT B, DAVIS-BACON ACT WAGE REQUIREMENTS A. REPLACE the contents ofthis Section with Modification Number 5, Dated 12/23/2016, included as an attachment to and as part ofthis Addendum. tAD -1 Item SECTION 01 1120 —JOB CONDITIONS A. Page 01-11 20— 1: 1. Paragraph 1.2 C, ADD: 1. Contractorto provide ten (10) days advance requestto Owner for Ownerto drain the reservoir and ten (10)days advance request to Owner forOwnerto fill the reservoir. 2. Contractor to allow three (3) days for draining and three (3) days for filling reservoirby Owner." AD -1 Item 3 SECTION 0122 00 —MEASUREMENT AND PAYMENT A. Page 0122 00 — 4: 1 1. Paragraph 1.6E.2., last two sentences, REVISE to read: "Include within this Bid Item repair ofup to 100 sq ft ofconcrete repair in accordancewith Section 03 01 37 and repairofup to 100 feet of concretecracks in accordance with Section 0301 38. Any additional quantities for these last two items beyond this will be paid for through the Force Accounts ubject to prior approval by the Engineer." AD -1 Item4 SECTION 03 0138 —CONCRETE CRACK REPAIR A. Page 03 01 38— 1. DELETE line 1.1 B.4. For clarification, Section 0305 07 is not included in this project. AD -1 Item 5 SECTION 03 05 05 — CONCRETE TESTING AND INSPECTION A. Page 03 05 05 — 1. DELETE line 1.1 B.3. For clarification, Section 03 05 07 is not included in this project. B. Page 03 05 05 — 5. DELETE paragraph 3.2F., Watertightness. ' AD -1 Item 6 SECTION 32 3114 — SECURITY CHAIN LINK FENCE AND GATES A. Page 32 31 14 — 2: 1. Paragraph 1.4A.3. ADD: "Scaled plan layout shall show detail ofareas to have adjustment in panel elevation to maintain horizontalpanels while accommodating change in grade. No more than 6" variation in elevation betweenpanels in orderto accommodate grade." AddendumNo. l City ofBremerton,Reservoir4 Cover Replacement Project January 6, 2017 Page 2 of B. Page 32 31 14 - 3: 1. Paragraph 2.2 G. ADD: "8. PVC Coating ofPosts and Frame Members: a. PVC coating shall be thermally fused and adhered to a primer, which is thermally cured ontothe galvanized element. b. PVC coating shall be 10 mil minimum, applied in a continuous process." C. Page 32 31 14 — 4: 1. Paragraph 3.1 G. Posts. ADD: "4. install posts to accommodate change in grade with panels remaining horizontally level. Panels not to change elevation more than 6 inches from one panel to the ■ next." D. Page32 31 14-5: 1. Paragraph 3.1 H. Ground Cover. DELETE paragraph beginning "Install3 %2" aluminum.." REPLACE with: "Provide finished grade as noted on drawings. Bottom rail offence panels to be covered with soil, except in areas of gates." AD -1 Item? SECTION 33 46 12—GEOTEXTILE CUSHION A. Page 33 46 12 — 8: 1. ADD:"4.Or approved equal." AD -1 Item SECTION 33 47 15 —REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER A. Page 33 47 15 — 1: 1. Paragraph 1.1 A.1. DELETE the following wording: "baffle,". B. Page 33 47 15 — 8: 1. Paragraph 2.1 A. REPLACE this paragraphwith the following: "A. Subject to compliancewith the Contract Documents, the following manufacturers, fabricators, and installers of chlorosulfonated polyethylene (CSPE) membrane are acceptable: 1. Burke Industries. 2. Colorado Lining International. 3. Lange Containment Systems. 4. Layfield USA Corporation." C. Page 33 47 15 — 9: 1. Paragraph 2.2F. REVISE "Anchor Bars" to read "Anchor(Batten)Bars". 2. DELETE Paragraph 2.2 F.1. For clarification, existing anchors are to be cut flush with concrete and are notto be reused, unless approved otherwise. 3. Paragraph 2.2 G.1., last sentence. DELETE "...below water and type 304 stainless steel above water." For clarification, all anchor bolts, nuts and washers are to be Type 316 SS. AddendumNo. 1 City of Bremerton, Reservoir Cover Replacement Project January 6, 2017 Page 3 of 5 CHANGES TO DRAWINGS AD -1 Item DRAWINGGI, COVER SHEET A. ADD the following under indexofdrawings : "C3 SITE DETAILS" AD -1 Item 10 DRAWINGDI, DEMOLITION. RESERVOIR LINER PLAN ANDDETAILS A. General Demolition Notes, Note 3. DELETE: "with exception of SS anchors which are to be reused wherepossible. Where notpossible to reuse existing anchors". The intent of this change is to require all existing anchors to be cut-off flush with concrete unless noted otherwise. 1 B. Section A, Concrete Stairway Liner Connection, Ex., note beginning "Reuse 3/8" dia... DELETE the word "Reuse"andADD at end ofnote"sawcut flush with concrete." C. Detail 2, Submerged Batten Bar, Ex REPLACE "reuse anchors where possible" with "and anchors". D. Detail 3, Submerged Connection Detail, Ex., 1. Note beginning "Protect and reuse 3/8" dia.", DELETE "Protect and reuse" and ADD "sawcut flush w/ conc." at end of note. 2. Note "Remove and replace submerged batten bar", ADD "and anchors" at end of note. AD -1 Item ll DRAW INGD2, DEMOLITION RESERVOIR COVER PLAN AND DETAILS A. Detail 1, Parapet Wall Connection a. Note beginning "Protect and reuse", DELETE "Protect and reuse" and ADD "cut off flush w/ conc." priorto "See Note 2." b. Note 1, DELETE "with the exception of SS anchors". AD -I Item 12 DRAW ING D3 RESERVOIR DETAILS 1 A. Section E, Existing Liner Anchor Connection, Typ., DELETE "protect and reuse" and ADD "cut off flush w/ conc." AD -1 Item 13 DRAWINGCI, SITE PLAN A. DELETE the following sentence in Key Note 3: "See Detail l for washed cobble at fence line." ' B. DELETE Detail 1, Typical Landscape Edge Restraint. AD -1 Item 14 DRAW INGC3 SITE DETAILS A. ADD the attached drawing:OSITEDETAILS AddendumNo. l City of Bremerton, Res ervo ir 4 Cover Replacement Project January 6, 2017 Page 4 of CLARIFICATIONS The following questions have beenreceived in writing fromPlan Holders: 1. Do the drawings need to bestampedbyan engineer with a Washington license? Response: Per Section 0315 19, paragraph 2.3 B.5, calculations forthe anchors are to be sealed by an engineer licensed in the State of W ashington. Per Section 33 47 15, paragraph 1.4 B.3, design documents shall be sealed by an engineer licensed in the State of W ashington. 2. What color doyou want the top color ofthe CSPE liner and cover to be? Response: Per Section 33 47 15, paragraph 2.2 B.1, the top ply color will be determined at the time of submittalfroma full range ofcolors available. 3. Are special inspectors required (i. e. concrete, etc.) ? Ifso, who pays for their services? Response: Special inspection of concrete and responsibility of Owner and Contractor is specified in Section 0305 05. Paragraph 1.2ofthis Section clarifies responsibilities. Paragraph 3.2ofthis Section outlines special inspections that may be performed by agents ofthe Owner and Owner's expense. 4. Are thereto be doubler strips under the sand tubes for the cover? Response: This is an aspect ofthe design that is the responsibility ofthe design engineer in orderto meet the performance requirements specified. j5. When will this constriction work begin? Response: Notice to proceed is scheduled for February 15,2017. ' 6. What are the workinghours? Can the contractor worksix 10 -hour days? Ifso, are there any additional costs involved? Response: The City will allow the Contractorto workup to six 10-hourdays during a workweek. However, in no case will the City pay overtime unless the City requires the Contractorto work overtime. 7. How long will it takefor the City tofill the reservoir? Response: See Addendum 1, Item 2. 8. When is the cutofftime for asking questions? Response: Questions will be accepted up to 72 hours priorto the scheduled bid opening. 9. When is the notice toproceed to take place? Response: See response to Question 5. 10. Must the MBEIWBE requirements be achieved ordoes thecontractorjust needto ensure they complete the Six Good FaithEffort Tasks as outlined in theproject documents? Response: The City takes these requirements seriously andwill expect documentation ofgood faith efforts employed in attempting to achieve these goals. 11. Bid Item #4 asks to inchide 100new bolts. What length embedment is required? Response: PerAddendum 1, re -use of existing anchor bolts is not pemlitted and the need for an allowance of 100 new bolts has been eliminated. 12. Is there existing electrical powerfor the new pump controllers where the new controllers are to be located? Response: There is electrical service at two locations forthe existing pumps. 13. Can you confirm American Iron andSteel (AIS) hardware is required? Response: All iron and steel components, which would include hardware, shall conformto the AIS Act as outlined in Section 0021 13, Exhibit A-1 DW SRF 2016 Requirements, pa.ge9, and associated Attachment8. Addendum No. I City of Bremerton, Reservoir 4 Cover Replacement Project January 6, 2017 Page 5 of 5 Attachments: SECTION 00 73 13 — SUPPLEMENTARY'CONDITIQNS ATT C-,14 ENTI D AMN0 C°8,.:9ITE'QE`I'AIL9 ALL ITEMS IN CONFLICT WITH THE ADDENDA ARE HEREBY DELETED. THIS ADDENDUM IS MADE PART OF THE CONTRACT DOCUMENTS AND SHALL BE NOTED ON THE PROPOSAL. HDR, INC. .53942 'kV "r Thomas W_ Bell -Games; P WA 53942, Exp. 08/10/2017 revisedwagedec122316.txt General Decision Number: WA160096 12/23/2016 WA96 Superseded General Decision Number: WA20150096 State: Washington Construction Type: Heavy Including water and sewer line construction County: Kitsap County in Washington. HEAVY CONSTRUCTION PROJECTS (including sewer/water construction). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any. classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year. 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number 0 1 2 t 4 5 ICARP0770-031 06/01/2015 Publication Date 01/08/2016 02/19/2016 06/24/2016 07/08/2016 07/15/2016 12/23/2016 Rates CARPENTER (Including Formwork) ... $ 40.36 PILEDRIVERMAN .....:...............$ 40.61 Fringes 13.66 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the Page 1 revisedwagedecl22316.txt free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles L Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ELEC0046-006 02/01/2016 Rates Fringes ELECTRICIAN ......................$ 45.77 3%+17.91 --------------- ENGI0302-027 06/01/2013 Rates Fringes Power equipment operators: Group 1A................ ..$ 37.39 16.65 Group 1AA..................$ 37.96 16.65 Group 1AAA.................$ 38.52 16.65 Group 1.... ...:...$ 36.84 16.65 Group 2 ....................... $ 36.35 16.65 'Group 3:. ...........$ 35.93 16.65 Group 4.; ...;.:.:. ...:.$ 33.57 16.65 Page 2 revisedwagedecl22316.txt Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 L BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments);Tower crane over 175 ft in height, base to boom; Excavator/Trackhoe: Over 90 metric tons GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments);Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; excavator/Trackhoe: over 50 metric tons to 90 metric tons; GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments);Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator/Trackhoe: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10; Screedman; Scrapers: 45 yards and over; Grader/Blade; Paver GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;Crane-overhead, bridge type -20 tons through 44 tons; Drilling machine; Excavator/Trackhoe: 15 to 30 metric tons; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Scraper: under 45 tons; Mechanic; Piledriver; Boring Machine GROUP 3 - Cranes-thru 19 tons with attachments;A-frame crane over 10 tons; Dozers -D-9 and under; Motor patrol grader-nonfinishing; Roller -Plant Mix; Excavator/Trackhoe: under 15 metric tons; Service Oiler; Forklift: 3,000 lbs and over with attachments; Boom Truck over 10 tons GROUP 4 - Cranes -A frame -10 tons and under; Roller -other than plant mix; Forklift: under 3,000 lbs with attachments Grade 1 Page 3 revisedwagedecl22316.txt Checker; Drill Assistant; Boom Truck 10 tons and under IRON0086-010 07/01/2016 Rates Fringes IRONWORKER (Reinforcing, Structural and Ornamental).. _.: .$ 40.52 24.71 * LAB00252-009 06/01/2016 Rates Fringes Laborers: GROUP 2 .....................$ 24.03 10.70 GROUP 3... ........, .$ 34.42 10.70 GROUP 4:,.. .$ 35.26 10.70 GROUP 5.,..,.:......... ..$ 35.83 10.70 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall LABORERS CLASSIFICATIONS GROUP 2: Flagman GROUP 3: General Laborer; Mason Tender-Cement/Concrete; Form Stripping GROUP 4: Grade Checker; Pipe Layer; Handheld Drill; High Scaler; Jackhammer GROUP 5: Mason Tender -Brick Page 4 PAIN0005-008 07/01/2015 revisedwagedecl22316.txt Rates Fringes PAINTER (Brush, Roller and Spray),,.,,.,...:•..., ....:...... ......$ 23.05 10.85 PLAS0528-004 06/01/2016 Rates Fringes CEMENT MASON/CONCRETE FINISHER ... $ 39.52 16.04 * TEAM0174-006 01/01/2016 Rates Fringes Truck drivers: ZONE A: GROUP 1: ................... $ 33.38 17.87 GROUP 2: ................... $ 32.54 17.87 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - Water Truck -3,000 gallons and over; Semi -Trailer Truck GROUP 2 - Water Truck- less than 3,000 gallons HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying Page 5 revisedwagedecl22316.txt respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour --This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. SUWA2009-062 08/07/2009 Rates Fringes LABORER: Landscape & Irrigation .......................$ 13.52 3.35 OPERATOR: Asphalt Plant ......... $ 34.14 0.68 OPERATOR: Backhoe ...............$ 27.86 6.92 OPERATOR: Broom/Sweeper ......... $ 30.39 3.77 OPERATOR: Power Shovel ..........$ 25.12 7.83 OPERATOR: Skid Steer ............$ 10.63 0.00 OPERATOR: Loader .................$ 26.46 7.94 TRUCK DRIVER, Includes Dump Truck ............................$ 25.75 8.38 TRUCK DRIVER: Flatbed Truck ..... $ 22.74 6.29 TRUCK DRIVER: Lowboy Truck ...... $ 22.89 5.72 WELDERS -.Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). Page 6 Irevisedwagedecl22316.txt The body of each wage determination lists the classification and wage rates that have been found to be prevailing.for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. LUnion prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. '� Page 7 revisedwagedecl22316.txt Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. 1�. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage,and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Page 8 revisedwagedecl22316.txt Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Page 9 HDR C:\p.wo,kleg\sea\d16B42BC\C3,dwg PRINTED 1'4jj0l7 4:47:42..PM DY: BDEFREEB m NZ 0 �m C Mo Tz x N N A ry{ "Z- Oa,., •i m N, a N~m~ -T m- x a' MIN z ±'Qu' 0 22 a 1 . /�§ l J 3 00�.,. m5'v b r p 0 0 O Z x f D N T -nm I� Z o oZ T 7- c, Y�J1 2x O 3 O zfn •LYr v.'rA Az' mm z m ' D mm N mm OZ Vim - S1 � 'm -i 00 _ p. $ c=im m m� x m m 00 .. u v9i O r _ x< m CP m' ` m mm LZ7 _.. > s m CLR �, i RF_ y. v rA _ :1'. . m m ,_. , OZ N m � f m m O m � H �. ZZIT0 w Ed - a Km71i 2 m - O Z D O m q - 0'• C.. Z = �n0. N 00 ME! r 0' oz Ap z m v W N • my m;ZZ m0 'v 37y Ny m Z m I Qx G7 Dr m s ..f1 ZZ rn 00 0m 31 a AI O v N im �0 ZO o m H ap n0y A 00 z cm G c: ZJ -a T a w II �Z r Z 4" C m m �': < D.A - rmll A I 4 fm1J1 lfZ11m f 11 Z -4 ~ >mo mzz .� mom= mD .. T /�� 0 p 0 T .I O m m 8� $` z Z �_ z m zs.4 cTm -r z� Ex ; +iD sr4 Dx m n ` 9' a .. q" .. 3-0 2" TO TENSION , =o WIRE m .9".•i1" O „E { taµ 0 0 C m 0 M 5m1 0 M m < m O z�m v 0 0 Z M _ -4 m n v CD I Fn Memo Date: Thursday, January 05, 2017 Project: Bremerton Reservoir 4 Cover Replacement Project To: Plan Holders From: Tom Bell -Games, PE Subject: Pre -Bid Conference Notes ' A Pre-bid Conference and project site walk-through was held Tuesday, January 03, 2017 from 9:00 a.m to approximately 10:00 a.m. at the above referenced project site. Attendee Telephone Tom Bell -Games, HDR 425.450.6302 Ted Danielson, City of Bremerton Bill Davis, City of Bremerton 360.473.2312 Jeff Granlee JMG Constructors 360.731.7497 Chad Hantelman, City of Bremerton ' Mike Neal, Layfield 619.892.0949 Tyree Shaw, Nordic Construction 253.202.0082 The scope of the project was briefly discussed. Attendees were advised that photographs of the previous liner and cover installation (2002) are available online. The website for these photographs is located at: www.ci.bremerton.wa.us/976/Reservoir-4-Cover-Replacement. Gates were opened and the project site was made available to attendees to review. Attendees were advised that an Addendum would be issued later in the week. The bid date will not ' be changed as part of this addendum. 500 108`'Avenue NE, Suite 1200, Bellevue, WA 98004 T 425.450.6200 hdrinc.com CERTIFICATE OF ENGINEER The technical material and data contained in these Specifications (Division 01 through Division 46) for the Reservoir 4 Cover Replacement Project were prepared under the supervision and direction of the undersigned professional engineer licensed to practice as such, whose seal, is affixed below. ,rf Thomas W. Bell -Games, P.E. WA -53942 Project Engineer HDR L, 1 F i 1 10027142 City of Bremerton ' Reservoir 4 Cover Replacement Project CERTIFICATE OF ENGINEER 0001 05- 1 10027142 This page left intentionally blank. I City of Bremerton Reservoir 4 Cover Replacement Project CERTIFICATE OF ENGINEER 000105-2 1 1 1 r 1 n Table of Contents DIVISION 00 - BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 0001 16 NOTICE INVITING BIDS 0021 10 BIDDER'S CHECKLIST 0021 13 INSTRUCTION TO BIDDERS EXHIBIT A-1 DWSRF REQUIREMENTS 0041 00 BID FORMS 0052 13 AGREEMENT 0061 13 PERFORMANCE BOND 0061 16 PAYMENT BOND 0072 13 STANDARD GENERAL CONDITIONS 0073 13 SUPPLEMENTARY CONDITIONS ATTACHMENT A: PREVAILING WAGE RATES FOR KITSAP COUNTY ATTACHMENT B: DAVIS-BACON ACT WAGE REQUIREMENTS ATTACHMENT C: BENEFIT CODE KEY DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 11.20 JOB CONDITIONS 01 22 00 MEASUREMENT AND PAYMENT 0126 13 REQUESTS FOR INFORMATION (RFI) 01 2973 SCHEDULE OF VALUES 01 3000 SPECIAL CONDITIONS 01 32 17 CONSTRUCTION PROGRESS SCHEDULE 01 3505 ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 0142 13 STANDARD ABBREVIATIONS AND SYMBOLS 01 65 50 PRODUCT DELIVERY, STORAGE, AND HANDLING 01 7329 DEMOLITION, CUTTING AND PATCHING 017413 CLEANING 01 81 10 WIND AND SEISMIC DESIGN CRITERIA DIVISION 03 - CONCRETE 0301 37 CONCRETE REPAIR AND REHABILITATION 03 01 38 CONCRETE CRACK REPAIR 03 05 05 CONCRETE TESTING AND INSPECTION 03 09 00 CONCRETE 03 15 19 ANCHORAGE TO CONCRETE DIVISION 05 - METALS 05 50 00 METAL FABRICATIONS DIVISION 31 - EARTHWORK 31 25 00 SOIL EROSION AND SEDIMENT CONTROL 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Table of Contents - 1 DIVISION 32 - EXTERIOR IMPROVEMENTS I 3231 14 SECURITY CHAIN LINK FENCE AND GATES 3291 13 TOPSOILING AND FINISHED GRADING 32 92 00 SEEDING, SODDING AND LANDSCAPING DIVISION 33 - UTILITIES 3346 12 GEOTEXTILE CUSHION 3347 15 REINFORCED MEMBRANE LINER ANL) COVER FOR POTABLE WATER DIVISION 46 - WATER AND WASTEWATER EQUIPMENT 46 41 20 HYDRODYNAMIC MIXING SYSTEM (HMS) APPENDIX A -CONSTRUCTION FORMS APPENDIX B - DRAWINGS OF EXISTING FACILITIES - FOR REFERENCE ONLY I APPENDIX C - RESERVOIR 4 COVER REPLACEMENT PROJECT DRAWINGS 10027142 City of Bremerton j Reservoir 4 Cover Replacement Project I Table of Contents - 2 I DIVISION 00 BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT i This page left intentionally blank. 11 CITY OF BREMERTON, WASHINGTON NOTICE INVITING BIDS SECTION 00 01 16 RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 2:00 p.m. Pacific Time as shown on the wall clock inside the City Clerk's office on January 12, 2017 for the Reservoir 4 Cover Replacement Project. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on January 12, 2017 in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337. DESCRIPTION OF WORK: The WORK to be completed under this contract consists of demolition of the existing floating cover, liner, security fence, and associated appurtenances of Reservoir 4; installation of new chlorosulfonated polyethylene (CSPE) floating cover, liner, hydrodynamic mixing system, security fence, and other items as indicated in the contract documents. COMPLETION OF WORK: The Substantial Completion date is 120 calendar days following the Notice to Proceed. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e- arc.com/wa/seattle, click on the 'Public Planroom' tab and scroll down to find the project. SUPPORTING DOCUMENTATION: Photographs of the previous liner and cover installation in 2002 are available for viewing or downloading on the City of Bremerton website at: http://ci.bremerton.wa.us/976/Reservoir-4-Cover-Replacement. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact ARC Bid Services: 1(206) 622-6000; FAX (206) 622-6712; E-mail: seattle.bid.services(a)e-arc.com. Bid documents will be available beginning ,,G December 14th, 2016. w PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Bid for Reservoir 4 Cover Replacement Project. SOURCE OF FUNDING: This project is funded through the Washington State Drinking Water State Revolving Fund program with federal funds from the Environmental Protection Agency. By submitting a bid proposal in response to this solicitation the Bidder is agreeing to comply with all requirements stated as conditions of funding and reporting under the DWSRF program. The Bidder is responsible for understanding and complying with these requirements. A copy of the Washington State Department of Commerce Drinking Water State Revolving Fund (DWSRF) Specifications Insert is provided as Exhibit A-1 in Section 002113 for the Bidders' use and reference. MINORITY AND WOMEN OWNED BUSINESSES: Small, Minority- and Women -owned firms are encouraged to submit bids. INTEREST EXCLUSION: As a condition of the project funding, neither the state of Washington nor any of its departments or employees are, or shall be, a party to any contract or any subcontract resulting from r: this solicitation for bids. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project NOTICE INVITING BIDS 0001 16- 1 i BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond payable to the City of Bremerton, in the amount of 5 percent of the Total Bid, including Washington State sales tax, identified at the time of submittal of the bid as a guarantee that the Bidder, if its Bid is accepted, will promptly execute the Contract. A bid shall not be considered unless one of the forms of Bidder's security is enclosed with it. I PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 60 calendar days from the date of bid opening. WAGE RATES: This project is funded subject to the provisions of the Drinking Water State Revolving Fund. The attention of Bidders is also directed to the requirements and conditions of employment to be observed and the minimum wage rates to be paid under the Contract. All work performed on this project will be subject to the higher of the prevailing state or federal wage rates. PRE-BID CONFERENCE: Prospective bidders are strongly! encouraged to attend the pre-bid conference conducted by the City which will include a walk-through of the project site. The objective of the pre-bid conference is to acquaint bidders with the work and conditions of the site. The pre-bid conference will be held on Tuesday, January 3, 2017, at the project site. Enter through the vehicle gate off of 3rd Avenue, approximately 600 feet south of Roosevelt Blvd. The closest address is 1650 3rd Ave W, Bremerton, WA 98312. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/fax: Bill Davis, P.E. Telephone: (360) 473-2312 Fax: (360) 473-5398 E-mail: william.davis@ci.bremerton.wa.us Communication by mail: Department of Public Works and Utilities Engineering Division 3027 Olympus Drive Bremerton, WA 98310 ATTN: Bill Davis, P.E. j CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in Ithe bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. No bidder will be discriminated against on the grounds of race, color, religion, sex, national origin, sexual orientation, age, genetic information, marital or veteran status, or the presence of any disability. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project NOTICE INVITING BIDS i 0001 16-2 I BIDDER'S CHECKLIST SECTION 00 21 10 BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, not later than the designated bid closing date and time unless noted otherwise. Bids that do not include all of the required �+ forms, properly completed, may be declared unresponsive. The bid forms are in Section 00 4100. a. Acknowledgement of Bid and Addenda - b. Bid Certificate c. Bid Schedule r. d. Bid Bond (This form to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this check or bond shall be not less than 5% 1 (five percent) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (This information must be submitted within 24 hours of the bid opening.) f. Information Required of Bidder g. Project References and General Information (This information must be submitted within 24 hours of the bid opening.) y h. Non -Collusion Affidavit (The form is to be completed and signed by the contractor and notarized.) i. Certification by Proposed Contractor Regarding Equal Employment j. Certification Regarding Suspension, Debarment, Ineligibility of Voluntary Exclusion k. Certification of Non -segregated Facilities (see DWSRF Attachment 3 of Section 00 21 13) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BIDDER'S CHECKLIST 002110-1 i i DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER I The following forms are to be executed after the contract is awarded. These forms must,be filled out and submitted within fourteen (14) calendar days after the date of Notice of Award of contract. - Agreement - Agreement Certificate - Performance Bond - Payment Bond I - Insurance Certificate DOCUMENTS TO BE EXECUTED DURING THE CONTRACT I The following forms are to be executed after notice to proceed. - Statement of Intent to Pay Prevailing Wages This is a form from Dept. of Labor and Industries. Submit prior to first payment request. - Certificate of Debarment for subcontractors (See DWSRF Insert, Section 00 21 13). - Certificate of Origin of all iron and steel components (See DWSRF Insert, Section 00 21 13). DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT i The following forms shall be executed prior to final payment. 1. AFFIDAVIT OF WAGES PAID - This is a form from Dept. of Labor and Industries 2. ACCEPTANCE OF COMPENSATION AND RELEASE OF ALL CLAIMS I - This form is in Appendix A of the contract END OF SECTION 10027142 I I City of Bremerton Reservoir 4 Cover Replacement Project BIDDER'S CHECKLIST 002110-2 INSTRUCTIONS TO BIDDERS SECTION 00 21 13 1. DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting Bids which are defined in the General Conditions have the meanings assigned to them in the General Conditions. The term "BIDDER" means one who submits a Bid directly to OWNER, as distinct from a sub -bidder, who submits a Bid to a BIDDER. The term OWNER is defined as the City of Bremerton, located at 345 6th St., Bremerton, WA 98337. 2. LOCAL BUSINESS LICENSE. The successful BIDDER shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. 3. INTERPRETATIONS AND ADDENDA. 3.1 All questions about the meaning or intent of the Contract Documents are to be directed to the ENGINEER, defined in GC -1.01 A, Section 00 72 13. Additions, deletions, or revisions to the Contract Documents considered necessary by the ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the ENGINEER or OWNER as having received the Contract Documents. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 3.2 Addenda may also be issued to make other additions, deletions, or revisions to the Contract Documents. 3.3 BIDDERS shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE. 4.1 It is the responsibility of each BIDDER before submitting the Bid: A. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including "technical" data referred to below); B. To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; C. To consider federal, state, and local Laws and Regulations, including requirements identified for compliance with DWSRF funding conditions that may affect cost, progress, or performance of the WORK; D. To study and carefully correlate the BIDDER'S observations with the Contract Documents; and 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 002113-1 To notify the ENGINEER of all conflicts, errors, ambiguities, or discrepancies in or between the Contract Documents and such other related data. When conflicts, errors, ambiguities, or discrepancies are discovered in or between Contract Documents and/or other related documents, and when said conflicts, etc. have not been resolved through the interpretations by ENGINEER as described in Paragraph 3 above, BIDDER shall include in the Bid the greater quantity of WORK or compliance with the more stringent requirement resulting in a greater cost. Such greater cost shall be included in the BID. 4.2 Reference is made to the Supplementary Conditions for identification of: A. Those drawings of physical conditions in or relating to existing surface and subsurface conditions (except Underground Utilities) which are at or contiguous to the site have been utilized by the ENGINEER in the preparation of the Contract Documents. The BIDDER may rely upon the accuracy of the technical data contained in such drawings, however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with nontechnical data, interpretations, and opinions contained in such drawings or the completeness thereof is the responsibility of the BIDDER. 4.3 Copies of reports and drawings referred to in Paragraph 4.2 will be made available by the OWNER for review at the office of the OWNER by any BIDDER on request, if said reports and drawings are not bound herein. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which the BIDDER is entitled to rely, as provided in SC -4.02.0 of the Supplementary Conditions, are incorporated herein by reference. 4.4 Information and data reflected in the Contract Documents with respect to Underground Utilities at or contiguous to the site is based upon information and data furnished to the OWNER and the ENGINEER by the owners of such Underground Utilities or others, and the OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions or Section 01 50 10 - Protection of Existing Facilities. 4.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective BIDDERS on subsurface conditions, Underground Utilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions, and Supplementary Conditions. 4.6 Before submitting a Bid, each BIDDER will, at BIDDER'S own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the WORK and which the BIDDER deems necessary to determine its Bid for performing the WORK in accordance with the time, price, and other terms and conditions of the Contract Documents. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-2 4.7 On request a minimum of 2 days in advance, the OWNER will provide each BIDDER access to the site to conduct such examinations, investigations, explorations, tests, and studies as each BIDDER deems necessary for submission of a Bid. WORK conducted on weekends shall be coordinated during regular business hours of the previous week. Location of any excavation or boring shall be subject to prior approval of OWNER and applicable agencies. BIDDER shall fill all holes, restore all pavement to match existing �S structural section, and shall clean up and restore the site to its former condition upon completion of such explorations. 5. BID FORMS. The Bid shall be submitted on the Bid Forms in Section 00 41 00 bound herein. All blanks on the Bid Forms shall be completed in ink. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the ` BIDDER and shall bear the words "BID for Reservoir 4 Cover Replacement Project", the name of the OWNER, the address where bids are to be delivered or mailed to, and the date and hour of opening of Bids. 6. CERTIFICATES. 6.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-3 4.8 The lands upon which the WORK is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the WORK are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment ar e to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the OWNER unless otherwise provided in the Contract Documents. 4.9 The submission of a Bid will constitute an incontrovertible representation by the BIDDER that the BIDDER has complied with every requirement of this Paragraph 4 and the following: A. That the Bid is premised upon performing the WORK required by the Contract Documents without exception and such means, methods, techniques, sequences, or procedures of construction (if any) as may be required by the Contract Documents; B. That BIDDER has given the 'ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies in the Contract Documents and the written resolution thereof by the ENGINEER is acceptable to the BIDDER; and C. That the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. 5. BID FORMS. The Bid shall be submitted on the Bid Forms in Section 00 41 00 bound herein. All blanks on the Bid Forms shall be completed in ink. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the ` BIDDER and shall bear the words "BID for Reservoir 4 Cover Replacement Project", the name of the OWNER, the address where bids are to be delivered or mailed to, and the date and hour of opening of Bids. 6. CERTIFICATES. 6.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-3 6.2 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear, under the signature and the official address of the .partnership must appear below the signature. 6.3 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 6.4 Bids by limited liability companies must be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 7. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm, partnership, corporation,or association under the same or different names will not be considered. If the OWNER believes that any BIDDER is interested in more than one Bid for the WORK contemplated, all Bids in which such BIDDER is interested will be rejected. If the OWNER believes that collusion exists among the BIDDERS, all Bids will be rejected. A party who has quoted prices to a BIDDER is not hereby disqualified from quoting prices to other BIDDERS, or from submitting a Bid directly for the WORK. 8. QUANTITIES OF WORK. NOT USED 9. SUBSTITUTE OR "OR EQUAL" ITEMS. Product Substitutes are not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to name of manufacturer, vendor, trade name and/or catalog number. Substitutes will not be considered on this project. "Or Equal" equipment or materials meet the descriptive or performance criteria and will be considered when identified as such during the submittal process, provided they do in fact meet the requirements of the contract documents. 10. COMPETENCY OF BIDDERS. In selecting the, lowest responsive, responsible BIDDER, consideration will also be given to the general competency of the BIDDER for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the BIDDER'S experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" in the bid Forms. 11. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the BIDDER'S sole responsibility to see that its Bid is received in proper time and at the proper place. 12. BID SECURITY, BONDS, AND INSURANCE. Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check 'or bond shall be made payable to the OWNER and shall be given as a guarantee that the BIDDER, if awarded the WORK, will enter into an Agreement with the OWNER, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of said bonds to be in the amount stated in the Supplementary Conditions. In case of refusal or failure to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the OWNER as liquidated 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-4 t damages. The parties recognize that actual damages will be very difficult to determine and that the amount of the bid bond �is a fair and reasonable estimate of damages if the � Agreement is not executed. If the BIDDER elects to furnish a Bid Bond as its Bid security, the BIDDER shall use the Bid Bond form bound herein. 13. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid Schedule, the BIDDER shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non-responsive and may cause its rejection. In the event there are unit price Bid items in a Bidding schedule and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by said correction. In the event there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the total for the Schedule will be corrected accordingly, and the BIDDER shall be bound by said correction. 14. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineations, alterations, or erasures in the printed text. Alternative Bids will not be considered unless called for. Oral, telegraphic, or telephonic Bids or modifications will not be considered. 15. WITHDRAWAL OF BID. The Bid may be withdrawn by the BIDDER by means of a written request, signed by the BIDDER or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of Bids prior to the scheduled closing time for receipt of Bids. 16. AWARD OF CONTRACT. Award of the Contract, if awarded, will be made to the lowest responsive, responsible BIDDER based on the TOTAL BID PRICE whose Bid complies with the requirements of the Contract Documents. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid Items in an individual Bid Schedule. 17. RETURN OF BID SECURITY. Within 14 days after award of the contract, the OWNER will, if requested, return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned, if requested, to the respective BIDDERS whose Bids they accompany. 18. EXECUTION OF AGREEMENT. The BIDDER to whom award is made shall execute a written Agreement with the OWNER on the form of agreement provided reflecting by incorporation the additions, deletions, or revisions agreed upon, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within seven (7) calendar days after receipt of the agreement forms from the OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible BIDDER refuses or fails to execute the Agreement, the OWNER may award 10027142 City of Bremerton Reservoir 4 Cover Replacement Project `INSTRUCTIONS TO BIDDERS ,� 002113-5 the Contract to the second lowest responsive, responsible BIDDER. If the second lowest responsive, responsible BIDDER refuses or fails to execute the Agreement, the OWNER may award the contract to the third Lowest responsive, responsible BIDDER. On the failure or refusal of such second or third lowest BIDDER to execute the Agreement, each such BIDDER'S Bid securities shall be likewise forfeited to the OWNER. 19. LIQUIDATED DAMAGES. The Agreement contains a provision for Liquidated Damages. Please carefully read the Agreement and all other Contract Documents before submitting a bid. 20. SALES TAX. A. Washington State Department of Revenue (DOR) Rule 170 applies to this contract. Contact DOR for additional information regarding application of Rule 170. B. All other federal, state, and local sales, use or other taxes as required by federal, state, or local laws shall be included in the various unit bid item prices or other contract amounts. 21. DWSRF FUNDING REQUIREMENTS 21.1 All or part of the Work will be funded by monies provided by the Drinking Water State Revolving Fund (DWSRF). By submitting a bid proposal in response to this solicitation the BIDDER is agreeing to comply with all requirements stated as conditions of funding and reporting under the DWSRF. The BIDDER is responsible for understanding and complying with these requirements. The detailed requirements are provided as Exhibit A-1 to Section 002113 for the BIDDER'S use. 21.2 Specific requirements for compliance with the funding conditions of the DWSRF program include the following: A. Prevailing Wage Rates — Projects funded by the DWSRF program are subject to the wage requirements of the Davis -Bacon Act. The project funded by this program is also subject to the state prevailing wage law, Chapter 39.12 RCW. The wages that are the highest, either the state `prevailing wage or the federal prevailing wage rates, must be paid. B. American Iron and Steel (AIS) Requirements — All of the iron and steel used in DWSRF- funded projects must be, produced in the United States unless the EPA grants a waiver or compliance that would compromise U.S. obligations under international agreements. C. Suspension and Disbarment — Pursuant to 40CRF32.110, the BIDDER must certify that the federal, government has not suspended or debarred them from receiving federal funds. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-6 D. Nondiscrimination Provision — During the performance of the contract, the BIDDER shall comply with all federal and state nondiscrimination laws, including, but not limited to Title VI and VII of the Civil Rights Act of 1964, Section 504 of the Rehabilitation Act of 1973, title IX of the Education Amendments of 1972, the Age Discrimination Act of 1975, and Chapter 49.60 RCW, Washington's Law Against Discrimination, and 42 U.S.C. 12101 et seq, the Americans with Disabilities Act (ADA). E. Disadvantage Business Enterprise — All contractors, subcontractors, engineers, vendors, suppliers, and other entity receiving contracts for work under this program must comply with the requirements of the EPA's Program for Utilization of Small, Minority, and Women's Business Enterprises (40 CFR, Part 33) in procurements under the DWSRF program. The goals for utilization of disadvantage business are as follows: Construction Supplies Equipment Purchased Services 10% MBE 6% WBE 8% MBE 4% WBE 8% MBE 4% WBE 10% MBE 4% WBE F. Preventing Unfair DBE Practices - There are a number of provisions set by EPA (40 CFR, 33.302) to prevent unfair practices that adversely affect DBEs: a. General contractors are required to pay DBE subcontractors for satisfactory performance no more than 30 days from the time they receive reimbursement from the OWNER. b. General contractors must notify the OWNER prior to any DBE termination for convenience. c. If a DBE general contractor or subcontractor fails to complete work under the contract for any reason, the Six Good Faith Efforts must be employed in soliciting a replacement. d. The OWNER and general contractors are required to employ the Six Good Faith Efforts even if they achieved their fair share objectives. END OF INSTRUCTIONS TO BIDDERS 10027142 City of Bremerton Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-7 i This page left intentionally blank. I i i 10027142 City of Bremerton I Reservoir 4 Cover Replacement Project INSTRUCTIONS TO BIDDERS 0021 13-8 1 1 1 t EXHIBIT A- 1 1 DWSRF 2016 Requirements 1 1 This page intentionally left blank WASHINGTON STATE DEPARTMENT OF COMMERCE DRINKING WATER STATE REVOLVING FUND (DWSRF) SPECIFICATIONS INSERT The following clauses will be incorporated into construction contracts receiving financial assistance from the Washington State Department of Commerce Drinking Water State Revolving Fund. In the event of conflict within the contract these clauses shall take precedence. Required Bid Submittals The following submittals are required to be submitted with the bid proposal: • EPA Fofm 6100-4{BBcontfaEtor-Utiliza n Form) Expired August 2015 Expired August 2015 • Attachment 3 — Certification of Non -Segregated Facilities Compliance with State and Local Laws The Contractor shall assure compliance with all applicable federal, state, and local laws, requirements, and ordinances as they pertain to the design, implementation, and administration of the approved project. Civil Ri!hts All contracts must include and comply with the following: Title VI of the Civil Rights Act of 1964, 42 U.S.C. § 2000d No person in the United States shall, on the ground of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving federal financial assistance. Section 504 of the Rehabilitation Act of 1973, 29 U.S.C. § 794 (n)o otherwise qualified individual with a disability in the United States ... shall, solely by reason of his or her disability, be excluded from participation in, be denied the benefits of, or be subject to discrimination under any program or activity receiving federal financial assistance The Age Discrimination Act of 1975, 42 U.S.C. § 6102 no person in the United States shall, on the basis of age, be excluded from participation in, be denied the benefits of, or be subject to discrimination under any program or activity receiving financial assistance. Equal Employment Opportunity, Executive Order No. 11246 (1965) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 1 Through a series of Executive Orders, and a decision by the Equal Employment Opportunity Commission, the federal government has established a national policy designed to battle discrimination based on race, color, sex, religion; and national origin in federal assistance programs and to enhance hiring, training, and promotion opportunities for minorities and women in construction programs financed, in part, by federal dollars. If a Contract exceeds $10,000, the Contractor shall comply with Executive Order 11246, "Equal Employment Opportunity," as amended by Executive Order 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," and as supplemented by regulations at 41 CFR part 60. Contractor's compliance with Executive Order 11246 shall be based on implementation of the Equal Opportunity Clause, and specific affirmative active obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4. Must be included in all contracts: Equal Opportunity Clause (41 CFR part 60-1.4(b)) During the performance of this contract, the contractor agrees as follows: 2 3 C! 10027142 The contractor will not discriminate against any'employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation;' and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religi(!m, sex, or national origin. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —'Exhibit A- P- 2 el ¢'R°. . 5. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 6. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 1.1.246 and 41 CFR part 60-4.3) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: i. Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); ii. Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); iii. Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and iv. American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 3 i 2. Whenever the Contractor, or any Subcontractor fat any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 411 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations funder the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals hand timetables. 4. The Contractor shall implement the specific affirmative action standards'provided in paragraphs 7 a through p of these specif ications 1 The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in. which it has employees in the covered area. Covered Construction contractors'performing construction; work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goalls established for the geographical area where the work is being performed. Goals are p>�lblished periodically in the Federal Registering notice form, and such notices may b'e obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. I 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative action's to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: 10027142 City of Bremerton I Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT dF COMMERCE DWSRF 00 21 13 =Exhibit A-11 - 4 i I a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 5 h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide, Iifter school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR part 60-3. j 1. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activitiesito ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, 10027142 City of Bremerton i Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-11- 6 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 - 7 however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 'i 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to _ discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice ' trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractorsshall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 - 7 Reporting Requirements (EEO -1) On or before September 30 of each year, a contractor that is subject to Title VII of the Civil Rights Act of 1964, as amended, and that has 100 or more employees, shall file with the EEOC or its delegate an "Employer Information Report EEO -1". Instructions on how to file are available on the EEOC's website at http://www.eeoc.gov/employers/eeolsurvey/howtofile.c-fm The contractor shall retain a copy of the most recent report filed. Segregated Facilities (41 CFR part 60-1.8) 1 The contractor shall ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensuring that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. This obligation extends to all contracts containing the equal opportunity clause regardless of the amount of this contract. The term "facilities," as used in this section, means waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, wash rooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees; Provided, That separate or single -user restrooms and necessary dressing or sleeping areas shall be provided to assure privacy between the sexes. Provision j During the performance of this Contract; the Contractor shall comply with, all federal and state nondiscrimination laws, including, but not limited to Chapter 49.60 RCW, Washington's Law Against Discrimination, and 42 U.S.C. 12101 et seq, the Americans with Disabilities Act (ADA). i In the event of the Contractor's noncompliance ori refusal to comply with any applicable nondiscrimination law, regulation, or policy, this Contract may be rescinded, canceled, or terminated in whole or in part, and the Contractorlmay be declared ineligible for further contracts with the Board. The Contractor shall, however, be given a reasonable time in which to cure this noncompliance. I The Contractor must also include the following terms and conditions in contracts with all contractors, subcontractors, engineers, vendors, and any other entity for work or services listed in Attachment I: Scope of Work. "The Contractor shall not discriminate on the basis of race, color, national origin or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of 40 CFR part 33 in the award and administration of contracts awarded under Environmental Protection Agency financial agreements. Failure by the Contractor to carry out these requirements is a material breach of this Contract which may result in termination of this Contract." 10027142 City of Bremerton Reservoir 4 Cover Replacem1ent Project WASHINGTON STATE DEPARTMENT nF COMMERCE DWSRF 00 21 13 Exhibit A-1 -8 i i American Iron and Steel (AIS) Congress passed a law January 17, 2014, that requires water systems to use U.S. steel and iron products for projects funded in part or in full by a Drinking Water State Revolving Fund (DWSRF) loan. The act defines iron and steel products as, "...the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and construction materials." Prohibition Statement Pursuant to Section 106 of the Trafficking Victims Protection Act of 2009, as amended, the Contractor and its employees may not engage in severe forms of trafficking in persons during the period of time the Contract is in effect, procure a commercial sex act during the period of time the Contract is in effect, or use forced labor during the performance of this Contract. The Contractor shall require this prohibition statement in contracts with all contractors, subcontractors, engineers, vendors, and any other entity for work or services listed in Attachment I: Scope of Work. In the event that the Contractor or any of its employees is determined to have violated the terms of this section, this Contract may be terminated. Prevailing Wage The work performed under this contract is subject to the wage requirements of the Davis -Bacon Act. The Contractor shall conform to the wage requirements prescribed by the federal Davis - Bacon and Relate Acts which requires that all laborers and mechanics employed by contractors and subcontractors performing on contracts funded in whole or in part by SRF appropriations in excess of $2000 pay their laborers and mechanics not less than the prevailing wage rates and fringe benefits, and determined by the Secretary of Labor, for corresponding classes of laborers and mechanics employed on similar projects in the area. Attachment IA or 1 B to this specification insert, and an up to date wage determination must be included in full into any contract and in any subcontract in excess of $2,000. Wage determinations can be found at http://www.wdol.cov. Certification Regarding Suspension, Debarment, Ineligibility Or Voluntary Exclusion 1. The CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. 2. The CONTRACTOR shall provide immediate written notice to the Department if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 9 i 3. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department for assistance in obtaining a copy of those regulations.. 4. The CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction. 5. The CONTRACTOR further agrees by signing this agreement, that it will include this clause titled "Certification Regarding Suspension, Debarment, Ineligibility Or Voluntary Exclusion" without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 6. Pursuant to 2CFR180.330, the CONTRACTORS is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. 7. CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. 8. CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier recipients or contractors, are not suspended or debarred, and will make this proof available to the Department upon request. RECIPIENT/CONTRACTOR must run a search in www.sam.gov and print a copy of completed searches to document proof of compliance. This term and condition supersedes EPA Form 5700-4% "Certification Regarding Debarment, Suspension, and Other Responsibility Matters." Disadvantaged Business Enterprises Small, minority and women -owned firms should be afforded the maximum opportunity to compete for and obtain bid documents for projects funded by the DWSRF program. The level of participation by small, minority and women -owned firrrls should be consistent with their general availability within the professional community involved. General Compliance (40 CFR Part 33). The contractor shall comply with the requirements of th'e Environmental Protection Agency's Program for Participation By Disadvantaged Business Enterprises (DBE) 40 CFR Part 33. Non-discrimination Provision (40CFR Appendix A to Part 33). The contractor shall not discriminate on the basis of race, color, national origin or sex in the performance of this contract. The contractor shall carry;out applicable requirements of 40 CFR part 33 in the award and administration of contracts awarded under EPA financial assistance agreements. Failure by the contractor to carry out these 'requirements is a material breach of this contract which may result in the termination of this contract or other legally available remedies. i I 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 !- 10 1 The contractor shall comply with all federal and state nondiscrimination laws, including, but not limited to Title VI and VII of the Civil Rights Act of 1964, Section 504 of the Rehabilitation Act of 1973, Title IX of the Education Amendments of 1972, the Age Discrimination Act of 1975, and Chapter 49.60 RCW, Washington's Law Against Discrimination, and 42 U.S.C. 12101 et seq, the Americans with Disabilities Act (ADA). Six Good Faith Efforts (40 CFR Part 33 Subpart Q. The contractor agrees to make the following good faith efforts whenever procuring subcontracts, equipment, services and supplies. The contractor shall retain records documenting compliance with the following six good faith efforts. 1. Ensuring Disadvantaged Business Enterprises are made aware of contracting opportunities to the fullest extent practicable through outreach and recruitment activities. For Indian Tribal, State and Local and Government recipients, this will include placing Disadvantaged Business Enterprises on solicitation lists and soliciting them whenever they are potential sources. Qualified Women and Minority business enterprises may be found on the Internet at www.omwbe.wa.gov or by contacting the Washington State Office of Minority and Women's Enterprises at 360-704-1181. 2. Making information on forthcoming opportunities available to Disadvantaged Business Enterprises and arrange time frames for contracts and establish delivery schedules, where the requirements permit, in a way that encourages and facilitates participation by Disadvantaged Business Enterprises in the competitive process. This includes, whenever possible, posting solicitations for bids or proposals for a minimum of thirty (30) calendar days before the bid or proposal closing date. 3. Considering in the contracting process whether firms competing for large contracts could subcontract with Disadvantaged Business Enterprises. For Indian Tribal, State and local Government recipients, this will include dividing total requirements when economically feasible into smaller tasks or quantities to permit maximum participation by Disadvantaged Business Enterprises in the competitive process. 4. Encourage contracting with a consortium of Disadvantaged Business Enterprises when a contract is too large for one of these firms to handle individually. 5. Using services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 6. If the prime contractor awards subcontracts, requiring the subcontractors to take the six good faith efforts in paragraphs 1 through 5 above. Fair Share Objective Goal (40 CFR Part 33 Subpart D). A fair share objective is a goal based on the capacity and availability of qualified, certified Minority Business Enterprises (MBEs) and Women's Business Enterprises (WBEs) in the relevant geographic market. As mandated by EPA, all general contractors and subcontractors must comply with the requirements of the EPA's Program for Utilization of Small, Minority, and Women's Business Enterprises (40 CFR, Part 33) in procurement under the DWSRF program. The goals for the utilization of disadvantaged businesses are as follows: Construction 10% MBE 6% WBE Supplies 8% MBE 4% WBE Equipment 8% MBE 4% WBE 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A- I - 11 Purchased Services 10% MBE 4% WBE i All general contractors and subcontractors must accept;the fair share objective/goals stated above and attest to the fact they are purchasing the same or similar construction, supplies, services, and equipment, in the same or similar relevant geographic buying market as the Washington Office of Minority Women Business goals. I Under the DWSRF program, borrowers receiving a total of $250,000 or less in EPA funds in a given fiscal year are exempted from the Fair Share Objective requirements. IMPORTANT: Only MBEs and WBEs that are certified by EPA, SBA, DOT, or by state, local, tribal or private entities whose certification criteriIa match EPA's can be counted towards the MBEs and WBEs utilization goal. it iz tier Form. Expired August 2015 The contractor shall submit EPA Form 6100-4 and all completed EPA Form 6100-3 forms with the bid proposal. i Bidders List (40 CFR Part 33 part 33.501) All bidders shall submit the following information for all firms that bid or quote on subcontracts (including both DBE and non -DBE firms) with their bid proposal. 1. Entity's name with point of contact; 2. Entity's mailing address, telephone number, and!e-mail address; 3. The procurement on which the entity bid or quoted, and when; and 4. Entity's status as an MBE/WBE or i non=MBE/WBE. Contract Administration Provisions (40 CFR part 33.302 The contractor shall comply with the contract administration provisions of 40 CFR, Part33.302. 1. The contractor shall pay its subcontractor for satisfactory performance no more than 30 days from the contractor's receipt of payment. 2. The contractor shall notify the owner in writing prior to any termination of a DBE subcontractor. 3. If a DBE subcontractor fails to complete work under the subcontract for any reason, the contractor shall employ the six good faith efforts when soliciting a replacement subcontractor. 4. The contractor shall employ the six good faith efforts even if the contractor has achieved its fair share objectives. 10027142 City of Bremerton i Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 12 1 f] Third Party Beneficiary Partial funding of this project is being provided through the Washington State Department of Commerce Drinking Water State Revolving Fund. All parties agree that the State of Washington shall be, and is hereby, named as an express third -party beneficiary of this contract, with full rights as such. Access to the Construction Site and to Records The contractor shall provide for the safe access to the construction site and to the contractor's records by Washington State Department of Commerce, Washington State Department of MIA Health, and Environmental Protection Agency (EPA) personnel. The Contractor shall maintain accurate records and accounts to facilitate the Owner's audit requirements and shall ensure that all subcontractors maintain auditable records. These Project records shall be separate and distinct from the Contractor's other records and accounts. All such records shall be available to the Owner and to Washington State Department of Commerce, Washington State Department of Health and EPA personnel for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3) years after the final audit. Attachments: 1. Wage Rate Requirements For Subrecipients a. Attachment IA for municipal borrowers 2. Current Wage Rate Determination (Verified by CAU project Manager) 3. Certification Of Nonsegregated Facilities �. 4. Notice To Labor Unions Or Other Organization Of Workers: Non -Discrimination In Employment • Expired August 2015 6. EPA Form 6100 3 LL V LVll1L Expired August 2015 Expired August 2015 8. The Use of American Iron and Steel Requirements 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 - 13 IMAGE RATE REQUIREMENTS FOR SUBRECIPIENTS The following terms and conditions specify how recil Bacon (DB) responsibilities when DB applies to EPA FY 2013 Continuing Resolution with respect to State governmental entities. If a subrecipient has questions correct DB wage determinations, DB provisions, or ct State recipient. 1. Applicability of the Davis- Bacon (DB) prevailing Under the FY 2013 Continuing Resolution, DB pre construction, alteration, and repair of treatment woi assistance made available by a State water pollutioi construction project carried out in whole or in part drinking water treatment revolving loan fund. If a at a site that presents uncertainties regarding DB a1 the situation with the recipient State before authori: 2. Obtaining Wage Determinations. (a) Subrecipients shall obtain the wage determination f subject to DB will take place prior to issuing requests fi methods for soliciting contracts (solicitation) for activit submit the wage determination to Department of Comn project manager prior to inserting the wage determinati task orders, work assignments or similar instruments to unless subsequently directed otherwise by the State rec determinations shall be incorporated into solicitations a contracts must contain a provision requiring that subcoi incorporated into the prime contract. (i) While the solicitation remains open, the sul weekly to ensure that the wage determinatit current. The subrecipients shall amend the more than 10 days prior to the closing date DOL modifies or supersedes the applicable prior to the closing date, the subrecipients r recipient that there is not a reasonable time modification of the wage determination. T1 its findings to the subrecipient. is will assist EPA in meeting its Davis- ards of financial assistance under the ipients and subrecipients that are ;arding when DB applies, obtaining the )liance monitoring, it may contact the requirements. ailing wage requirements apply to the :s carried out in whole or in part with control revolving fund and to any y assistance made available by a ubrecipient encounters a unique situation ilicability, the subrecipient must discuss nia work on that site. 10027142 City of Bremerton Reservoir 4 Cover Replaceme WASHINGTON STATE DEPARTMENT 0 00 21 13 — Exhibit A- I the locality in which a covered activity bids, proposals, quotes or other s subject to DB. Subrecipients need to rce, Contracts Administration Unit i into a solicitation, contract or issuing xisting contractors ordering instruments ient Award Official. These wage I any subsequent contracts. Prime ractors follow the wage determination cipient shall monitor www.wdol.gov contained in the solicitation remains licitation if DOL issues a modification bid opening) for the solicitation. If age determination less than 10 days y request a finding from the State notify interested contractors of the State recipient will provide a report of it Project COMMERCE DWSRF 14 (ii) If the subrecipient does not award the contract within 90 days of the closure of the solicitation, any modifications or supersedes DOL makes to the wage determination contained in the solicitation shall be effective unless the State recipient, at the request of the subrecipient, obtains an extension of the 90 day period from DOL pursuant to 29 CFR 1.6(c)(3)(iv). The subrecipient shall monitor www.wdol.gov on a weekly basis if it does not award the contract within 90 days of closure of the solicitation to ensure that wage determinations contained in the solicitation remain current. (b) If the subrecipient carries out activity subject to D13 by issuing a task order, work assignment or similar instrument to an existing contractor (ordering instrument) rather than by publishing a solicitation, the subrecipient shall insert the appropriate DOL wage determination from www.wdol.gov into the ordering instrument. (c) Subrecipients shall review all subcontracts subject to DB entered into by prime contractors to verify that the prime contractor has required its subcontractors to include the applicable wage determinations. (d) As provided in 29 CFR 1.6(o, DOL may issue a revised wage determination applicable to a subrecipient's contract after the award of a contract or the issuance of an ordering instrument if DOL determines that the subrecipient has failed to incorporate a wage determination or has used a wage determination that clearly does not apply to the contract or ordering instrument. If this occurs, the subrecipient shall either terminate the contract or ordering instrument and issue a revised solicitation or ordering instrument or incorporate DOL's wage determination retroactive to the beginning of the contract or ordering instrument by change order. The subrecipient's contractor must be compensated for any increases in wages resulting from the use of DOL's revised wage determination. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 15 ATTACHMENT 1A LABOR STANDARDS PROVISIONS MUNICIPAL BOR Contract and Subcontract provisions. (a) The Recipient shall insure that the subrecipient(s) excess of $2,000 which is entered into for the actual cc including painting and decorating, of a treatment work project under the DWSRF financed in whole or in part guarantees of a Federal agency or financed from funds Federal agency to make a loan, grant or annual contrib expressly indicated), and which is subject to the labor listed in § 5.1 or the FY 2013 Continuing Resolution, t (1) Minimum wages. (i) All laborers and mechanics employed or working ul unconditionally and not less often than once a week, ar on any account (except such payroll deductions as are 1 Secretary of Labor under the Copeland Act (29 CFR p, fide fringe benefits (or cash equivalents thereof) due at less than those contained in the wage determination of hereto and made a part hereof, regardless of any contra exist between the contractor and such laborers and mec Contributions made or costs reasonably anticipated for 1 1(b)(2) of the Davis -Bacon Act on behalf of laborers or such laborers or mechanics, subject to the provisions of regular contributions made or costs incurred for more th than quarterly) under plans, funds, or programs which c deemed to be constructively made or incurred during su mechanics shall be paid the appropriate wage rate and fi for the classification of work actually performed, withoi 5.5(a)(4). Laborers or mechanics performing work in m compensated at the rate specified for each classification Provided, That the employer's payroll records accuratel: classification in which work is performed. The wage de classification and wage rates conformed under paragrap Bacon poster (WH -1321) shall be posted at all times by the site of the work in a prominent and accessible place workers. RS Tall insert in full in any contract in struction, alteration and/or repair, rider the CWSRF or a construction -om Federal funds or in accordance with btained by pledge of any contract of a ion (except where a different meaning is indards provisions of any of the acts following clauses: n the site of the work will be paid without subsequent deduction or rebate rmitted by regulations issued by the 3)), the full amount of wages and bona me of payment computed at rates not e Secretary of Labor which is attached ual relationship which may be alleged to Ana fide fringe benefits under section iechanics are considered wages paid to aragraph (a)(1)(iv) of this section; also, n a weekly period (but not less often. ver the particular weekly period, are 1 weekly period. Such laborers and Ige benefits on the wage determination regard to skill, except as provided in § -e than one classification may be or the time actually worked therein: set forth the time spent in each rmination (including any additional (a)(1)(ii) of this section) and the Davis - Ie contractor and its subcontractors at there it can be easily seen by the Subrecipients may obtain wage determinations from the U.S. Department of Labor's web site, www.dol.gov. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 16 1 (ii)(A) The subrecipient(s), on behalf of EPA, shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The State award official shall approve a request for an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and 1 (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the subrecipient(s) agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), documentation of the action taken and the request, including the local wage determination shall be sent by the subrecipient (s) to the State award official. The State award official will transmit the request, to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210 and to the EPA DB Regional Coordinator concurrently. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification request within 30 days of receipt and so advise the State award official or will notify the State award official within the 30 -day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the subrecipient(s) do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the award official shall refer the request and the local wage determination, including the views of all interested parties and the recommendation of the State award official, to the Administrator for determination. The request shall be sent to the EPA DB Regional Coordinator concurrently. The Administrator, or an authorized representative, will issue a determination within 30 days of 1 receipt of the request and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. - (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii)(13) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 17 (iv) If the contractor does not make payments to a trusts may consider as part of the wages of any laborer or mei anticipated in providing bona fide fringe benefits under• Secretary of Labor has found, upon the written request standards of the Davis -Bacon Act have been met. The LLI 1 ;e or other third person, the contractor hanic the amount of any costs reasonably a plan or program, Provided, That the if the contractor, that the applicable , ecretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding. The subrecipient(s), shall upon writte authorized representative of the Department of Labor, contractor under this contract or any other Federal coni any other federally -assisted contract subject to Davis -F which is held by the same prime contractor, so much o may be considered necessary to pay laborers and mech helpers, employed by the contractor or any subcontract the contract. In the event of failure to pay any laborer c trainee, or helper, employed or working on the site of t by the contract, the (Agency) may, after written notice owner, take such action as may be necessary to cause t advance, or guarantee of funds until such violations ha (3) Payrolls and basic records. (i) Payrolls and basic records relating thereto shall be n course of the work and preserved for a period of three mechanics working at the site of the work. Such recon social security number of each such worker, his or her wages paid (including rates of contributions or costs an cash equivalents thereof of the types described in sectio daily and weekly number of hours worked, deductions the Secretary of Labor has found, under 29 CFR 5.5(a)( mechanic include the amount of any costs reasonably'a plan or program described in section 1(b)(2)(B) of the 1 maintain records which show that the commitment to p the plan or program is financially responsible, and that communicated in writing to the laborers or mechanics anticipated or the actual cost incurred in providing suet apprentices or trainees under approved programs shall i registration of apprenticeship programs and certificatio the apprentices and trainees, and the ratios and wage ra request of the EPA Award Official or an vithhold or cause to be withheld from the act with the same prime contractor, or icon prevailing wage requirements, the accrued payments or advances as nics; including apprentices, trainees, and r the full amount of wages required by mechanic, including any apprentice, e work, all or part of the wages required the contractor, sponsor, applicant, or e suspension of any further payment, e ceased. aintained by the contractor during the -ars thereafter for all laborers and shall contain the name, address, and orrect classification, hourly rates of icipated for bona fide fringe benefits or I (b)(2)(B) of the Davis -Bacon Act), rade and actual wages paid. Whenever )(iv) that the wages of any laborer or iticipated in providing benefits under a lavis-Bacon Act, the contractor shall ovide such benefits is enforceable, that he plan or program has been Ffected, and records which show the costs benefits. Contractors employing iaintain written evidence of the i of trainee programs, the registration of es prescribed in the applicable programs. (ii)(A) The contractor shall submit weekly, for each week in which any contract work is performed, a copy of all payrolls to the subrecipient, that is, the entity that receives the sub -grant or loan from the State capitalization grant recipient. Such documentation shall be available on request of the State recipient or EPA. As to each payroll copy received, the subrecipient shall 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 1- 18 1 provide written confirmation in a form satisfactory to the State indicating whether or not the project is in compliance with the requirements of 29 CFR 5.5(a)(1) based on the most recent payroll copies for the specified week. The payrolls shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on the weekly payrolls. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the subrecipient(s) for transmission to the State or EPA if requested by EPA , the State, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the subrecipient(s). (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under § 5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under § 5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of �. Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 19 (iii) The contractor or subcontractor shall make the rt this section available for inspection, copying, or trans the State, EPA or the Department of Labor, and shall employees during working hours on the job. If the cc required records or to make them available, the Fede: to the contractor, sponsor, applicant, or owner, take s suspension of any further payment, advance, or guar, submit the required records upon request or to make debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees -- (i) Apprentices. Apprentices will be permitted to work work they performed when they are employed pursuan fide apprenticeship program registered with the U.S. E Training Administration, Office of Apprenticeship Tra with a State Apprenticeship Agency recognized by the or her first 90 days of probationary employment as an program, who is not individually registered in the prop Office of Apprenticeship Training, Employer and Labi Agency (where appropriate) to be eligible for probatio allowable ratio of apprentices to journeymen on the jo' greater than the ratio permitted to the contractor as to t program. Any worker listed on a payroll at an apprenti otherwise employed as stated above, shall be paid not rds required under paragraph (a)(3)(i) of ption by authorized representatives of rmit such representatives to interview actor or subcontractor fails to submit the agency or State may, after written notice 1 action as may be necessary to cause the -le of funds. Furthermore, failure to ;h records available may be grounds for t less than the predetermined rate for the to and individually registered in a bona partment of Labor, Employment and ling, Employer and Labor Services, or )ffice, or if a person is employed in his )prentice in such an apprenticeship im, but who has been certified by the Services or a State Apprenticeship iry employment as an apprentice. The site in any craft classification shall not be e entire work force under the registered wage rate, who is not registered or ss than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on tlae wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an app..renticeship program, the contractor will no longer be permitted to utilize apprentices at less than! the applicable predetermined rate for the work performed until an acceptable program is approved. I i 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 20 (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. (6) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the EPA determines may by appropriate, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. (7) Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (8) Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A -I - 21 (9) Disputes concerning labor standards. Disputes arisil this contract shall not be subject to the general disputes shall be resolved in accordance with the procedures of 1 CFR parts 5, 6, and 7. Disputes within the meaning of t contractor (or any of its subcontractors) and Subrecipif Labor, or the employees or their representatives. (10) Certification of eligibility. 1 f out of the labor standards provisions of ;lause of this contract. Such disputes ie Department of Labor set forth in 29 is clause include disputes between the It(s), State, EPA, the U.S. Department of (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a)I of the Davis -Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to Government contract by virtue of section 3(a) of the (iii) The penalty for making false statements is prescri 1001. 4. Contract Provision for Contracts in Excess of $1 person or firm ineligible for award of a is -Bacon Act or 29 CFR 5.12(a)(1). in the U.S. Criminal Code, 18 U.S.C. (a) Contract Work Hours and Safety Standards Act. The subrecipient shall insert the following clauses set forth in paragraphs (a)(1), (2), (3), and (4) o Ithis section in full in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by Item 3, above or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontr contract work which may require or involve the emph require or permit any such laborer or mechanic in any on such work to work in excess of forty hours in such receives compensation at a rate not less than one and hours worked in excess of forty hours in such workwf (2) Violation; liability for unpaid wages; liquidated dam clause set forth in paragraph (a)(1) of this section the co responsible therefore shall be liable for the unpaid wage subcontractor shall be liable to the United States (in the District of Columbia or a territory, to such District or to Such liquidated damages shall be computed with respect including watchmen and guards, employed in violation of this section, in the sum of $10 for each calendar day c permitted to work in excess of the standard workweek o overtime wages required by the clause set forth in parag r contracting for any part of the -nt of laborers or mechanics shall •kweek in which he or she is employed •kweek unless such laborer or mechanic half times the basic rate of pay for all ges. In the event of any violation of the tractor and any subcontractor . In addition, such contractor and ase of work done under contract for the uch territory), for liquidated damages. to each individual laborer or mechanic, f the clause set forth in paragraph (a)(1) n which such individual was required or forty hours without payment of the aph (a)(1) of this section. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1122 1 1 1 1 P, i 1 1 (3) Withholding for unpaid wages and liquidated damages. The subrecipient, upon written request of the EPA Award Official or an authorized representative of the Department of Labor, shall withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (a)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (a)(1) through (4) of this section. (b) In addition to the clauses contained in Item 3, above, in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other statutes cited in 29 CFR 5. 1, the Subrecipient shall insert a clause requiring that the contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Subrecipient shall insert in any such contract a clause providing hat the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. 5. Compliance Verification (a) The subrecipient shall periodically interview a sufficient number of employees entitled to D13 prevailing wages (covered employees) to verify that contractors or subcontractors are paying the appropriate wage rates. As provided in 29 CFR 5.6(a)(6), all interviews must be conducted in confidence. The subrecipient must use Standard Form 1445 (SF 1445) or equivalent documentation to memorialize the interviews. Copies of the SF 1445 are available from EPA on request. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 23 (b) The subrecipient shall establish and follow an intery the risks of noncompliance with DB posed by contracto the contract or subcontract. Subrecipients must conduct interviews or other information indicated that there is a is not complying with D13. Subrecipients shall immediately conduct interviews in r prevailing wage requirements. All interviews shall be ci (c) The subrecipient shall periodically conduct spot ch, payroll data to verify that contractors or subcontractors The subrecipient shall establish and follow a spot checl risks of noncompliance with DB posed by contractors c contract or subcontract. At a minimum, if practicable, 1 data within two weeks of each contractor or subcontrac and two weeks prior to the completion date the contracl conduct more frequent spot checks if the initial spot chi there is a risk that the contractor or subcontractor is not the examinations the subrecipient shall verify evidence thereunder by contractors and subcontractors who clain (d) The subrecipient shall periodically review contract and trainees to verify registration and certification with programs approved by either the U.S Department of La contractors and subcontractors are not using disproporti apprentices. These reviews shall be conducted in accor and interviews described in Item 5(b) and (c) above. N schedule based on its assessment of or subcontractors and the duration of Dre frequent interview's if the initial k that the contractor or subcontractor to an alleged violation of the I in confidence. cks of a representative sample of weekly ire paying the appropriate wage rates. schedule based on its assessment of the subcontractors and the duration of the 1e subrecipient should spot check payroll Dr's submission of its initial payroll data or subcontract . Subrecipients must ck or other information indicates that. -omplying with D13. In addition, during )f fringe benefit plans and payments credit for fringe benefit contributions. and subcontractors use of apprentices )ect to apprenticeship and training; or a state, as appropriate, and that to numbers of, laborers, trainees and ce with the schedules for spot checks (e) Subrecipients must immediately report potential violations of the DB prevailing wage . requirements to the EPA DB contact listed above and jto the appropriate DOL Wage and Hour District Office listed at httn:Hwww. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 24 1 1 i 1 1 1 1 1 1 1 ATTACHMENT 2 FEDERAL & STATE WAGE RATE DETERMINATIONS [DWSRF Assistance Recipient to insert applicable wage determinations here. Wage determination is to be verified by CAU Project Manager.] 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 25 ATTACHMENT 3 CERTIFICATION OF NONSEGREGATED FACILITIES (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies t his employees any segregated facilities at any of his est his employees to perform their services at any location, facilities are maintained. The federally assisted constru will not maintain or provide for his employees any segr establishments, and that he will not permit his employe location, under his control, where segregated facilities construction contractor agrees that a breach of this certi Opportunity clause in this contract. As used in this certification, the term "segregated facilit area, rest rooms and wash rooms, restaurants and other and other storage or dressing areas, parking lots, drinkit areas, transportation, and housing facilities provided fol explicit directive or area, in fact, segregated on the basis because of habit, local custom, or otherwise. The feder agrees that (except where he has obtained identical certi specific time periods) he will obtain identical certificati the award of subcontracts exceeding $10,000 which are Equal Opportunity clause, and that he will retain such, c Signature Date Name and title of signer (please type) [THIS FORM SHALL BE COMPLETED IN FULL PROPOSAL] 10027142 City of Bremerton Reservoir 4 Cover Replacema WASHINGTON STATE DEPARTMENT 0 00 21 13 —Exhibit A-1 iat he does not maintain or provide for blishments, and that he does not permit .ender his control, where:, ;tion contractor certified, further that he ,gated facilities at any of his s to perform their services at any -e maintained. The federally assisted kation is a violation of the Equal ies" means any waiting rooms, work ,ating areas, time clocks, locker roorns g fountains, recreation or entertainment employees which are segregated by of race, creed, color, or' national origin, illy assisted construction, contractor fications from proposed'±contractors for )ns from proposed subcontractors prior to not exempt from the provisions of the ertification in this file. SUBMITTED WITH THE BID t Project COMMERCE DWSRF 26 s 1 1 . ATTACHMENT 4 NOTICE TO LABOR UNIONS OR OTHER ORGANIZATION OF WORKERS: NON-DISCRIMINATION IN EMPLOYMENT TO: 1 (name of union or organization of worker) The undersigned currently holds contract(s) with (name of applicant) involving funds or credit of the U.S. Government or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant for employment because of race, color, creed, or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: tEMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished you pursuant to the provisions of the above contract(s) or subcontract(s) and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. i (contractor or subcontractor(s)) (Date) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 27 ATTACHMEN EPA FORM 6100 -2 -DBE FROG PARTICIPATIC NOT APPLICABLE. ESP 5 W SUBCONTRACTOR FORM D AUGUST 31, 2015 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT 4 COMMERCE DWSRF 00 21 13 — Exhibit A-1 1- 28 t ' ATTACHMENT EPA FORM 6100 -3 -DBE PROGRAM SUBCONTRACTOR PERFORMANCE FORM NOT APPLICABLE. EXPIRED AUGUST 31, 2015 1 �J 1 F L ' 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 29 ATTACHMEI EPA FORM 6100 -4 -DBE PROGRAM SU FORM NOT APPLICABLE. EXP. f7 CONTRACTOR UTILIZATION AUGUST 31, 2015 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A -I 1- 30 l� 1 1 1 1 1 1 1 J F i 1 V ATTACHMENT 8 USE OF AMERICAN IRON AND STEEL REQUIREMENTS MUST BE INCLUDED IN ALL CONTRACTS (PRIME AND SUB -CONTRACTORS): This provision applies to projects for the construction, alteration, maintenance, or repair of a public water system as defined in the Safe Drinking Water Act (42 U.S.0 300j-12). This provision does not apply if the engineering plans and specifications for the project were approved by the Department of Health prior to the January 17, 2014 Consolidated Appropriations Act. The Contractor acknowledges to and for the benefit of the Project Owner and the State of Washington that is understands the goods and services under this Agreement are being funded with monies made available by the Drinking Water State Revolving Loan Fund which contains provisions known as the American Iron and Steel (AIS) Act, that requires all of iron and steel products used in the project be produced in the United States (AIS Requirements). The act defines iron and steel products as, "...the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and construction materials." The Contractor hereby represents and warrants to and for the benefit of the Project Owner and the State that: a) The Contractor has reviewed and understands the AIS Requirements, b) All of the iron and steel products used in the project will be and/or have been produced in the United States in a manner that complies with the AIS Requirements, unless a waiver of the requirements is approved, and c) The contractor will provide any further verified information, certification or assurance of compliance with this paragraph, or information necessary to support a waiver of the AIS Requirements, as may be requested by the Project Owner or the State. Notwithstanding any other provisions of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Project Owner or State to recover as damages against the Contractor any loss, expense or cost (including without limitation attorney's fees) incurred by the Project Owner or State resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or part, from the State or any damages owed to the State by the Project Owner). While the contractor has no direct contractual privity with the State, as a lender to the Project Owner for the funding of its project, the Project Owner and the Contractor agree that the State is a third -party beneficiary and neither this paragraph nor any other provision of the Agreement necessary to give this paragraph force or effect shall be amended or waived without the prior written consent of the State. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 31 10027142 This page left intentionally blank. City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 —Exhibit A-1 - 32 BID FORMS SECTION 00 4100 ACKNOWLEDGEMENT OF BID ANDADDENDA BID TO: CITY OF BREMERTON (WASHINGTON) PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled "Reservoir 4 Cover Replacement Project." 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with the disposition of Bid Security. 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner requited in the "Notice Inviting Bids" and the 'Instructions to Bidders," and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents, 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number �— Date Av l Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment, therefore, the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms. ' Dated: j r Bidder: SMGCCS S (signature) Title: C[C'A it 10027142 C4 of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-1 BID CERTIFICA (if Limited UabilityCi STATE OF ) r ) SS: COUNTY OF ;kit- 4 P ) I HEREBY CERTIFY that a meeting of the Members of the a limited liability company existing under the laws of the State of Id on i ,i 2017* the following resolution was duly passed' and adopted: J Car�IIQ (atil "RESOLVED,that and , as members of a Limited Liability Company, be and are hereby au ed authorized to execute the Agreement dated — 2017, to the City of Bremerton by ability company and that their exec on thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my handthis day of 2017. By: By: (SEAL) 10027142 City of Bremerton Reservoir 4 Cover ReplacemE BID FORMS 0041 00-5 �ao.�5`tr�t.�,.tib LL L 4A Limited Liability Company Member Member nt Project BID SCHEDULE Following is the Bid Schedule for construction of the RESERVOIR 4 COVER REPLACEMENT PROJECT in accordance with the Contract Documents. The Bid Schedule must be completed by the Bidder by filling in each blank. The cost item shall be in dollars and cents, using numerals only. Failure to do so will render the bid non-responsive and will cause its rejection. NOTE ON SALES TAX: Washington State Department of Revenue Rule 170 applies to this project. Bids will be evaluated on the basis of the TOTAL BID PRICE. BID ITEM! # ,"ITEM DESCRIPTION. UNIT , QTY ljNiT PRICE {IN AMOUNT .(IN 4, DOLLARS & DOLLARS 8 ... r.,, CENTS) ... ,CENTS) 1 Mobilization/Demobilization LS JOB DAO. 011 $ /ZD, OX'00 2 Force Account FA 1 $45,000.00 $45,000.00 3 Hydrodynamic Mixing System LS JOB $ 710,,XV, bD $ 2l DrA00. 45 4 Reservoir Improvements LS JOB $ 39�,�' $ 00 5 Base Bid Total I $ cc- s Estimated Sales Tax (8.7% of Line 5) $.15': 9a•, �a Total Bid Price (Sum of Lines 5 and 6) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-6 BID BOND KNOW ALL MEN BY THESE PRESENTS, That JMG Constructors, LLC as Principal, and North. American Specialty Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNFR," In the sum of Five (5%) Percent of Bid Amount dollars, (not less than 5 percent of the total amount of the Bid) for the payment of which sum, well and truly to be made, we bind oursalvec, our heirs, executors, administrators, successors, and assigns, Jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents enlMed RESERVOIR 4 COVER REPLACEMENT PROJECT. If the Principal Is awarded the Bid and, within 10 calendar days after receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the duty executed Agreement; the duly executed Certificates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond, aft as specified in the Contract Documents, then the Surety shaft, without condition and within 5 calendar days from written demand from the OWNER, pay to the OWNER in U.y , funds, by certified or cashier's check, the full amount of this Bid Bond. This Bond shall be Irrevocable for 90 days after the bid opening, as defined In the ContractDocuments. The Surety stipulates and agrees that the obligation of said Surety shall in no way be Impaired oraffected by an extension of the time within which the OWNER may accept such bid and Surety further waives notice of any such extension. in the event suit is brought upon this bond by said OWNER and OWNER prevails, said Principal and Surety shall pay all costs incurred by said OWNER in such suit, including reasonable attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this 11th day of January 2017 JMG Constructors, LLC (SEAL) North American Specialty Insurance CornWa ".) (Principal) (Surety) By: A4/M 4�1— (Signature) 4-10 (Signature) Donnaj,. Frowd, Attorney -in -Fact (SV AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Addneus of Surety to which all nolbues shall be sent North American Specialty Insurance Company Attn: Joel Lee, 100 Pine Street, Suite 2200, San Francisco, CA 94111 Address for Service of Process (must be a physical address) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 004100-7 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is i attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Marin On 'January 11, 2017 before me, Donna L. WeIsh, Notary Public (insert name and title of the officer) personally appeared -Donna J. Frowd who proved to me on the basis of satisfactory evidence to be the personN whose name(E) is1X.x subscribed to the within instrument and acknowledged to me that ME/she/v executed the same in Ws/her/t Kauthorized capacity(Ce ), and that by NWher/tMysignature(K) on the instrument the personM, or the entity upon behalf of which the person(sj acted, executed the instrument. I certify under PENALTY OF PERJURY ander the lays of the State of California that the foregoing paragraph is true and correct. a.� WITNESS my hand and official seal. Signature {Seal} ' This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 4d` of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is ' FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." �4uutUn/h/i �y��GWJ1Y/�i�4 J<�;7�j'.t44W� r r` SEAL t f $ Steven P. Andemon, Senior'.7ce President or Washington International insurance company, _ • $ • '�L 1819 & Senior Vice Presldcnt of North American Spcclali) I¢surantt Company 9 '��mnulapm�` By Michael A. It*,'Senior Vice President to astriagion international Insurance ompany & Senior Vice President orNorth American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 8th day of November 2016 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 8th day of November , 201 before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFlsNENOTARYPuuNA a twNDIS MY COMMISSION EMSES 1Z1Q OI? M. Kenny, Notary Puhlic r 1, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney,giN ei `bV'said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect..," IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies thisl 1 thday of January 2017' Jeff m Goldberg; Vice President & Assistant Smotar} 4 WW ingtan,¢tem¢tion¢i Insurance Cotnpsng & Norah Arnincan Spe:Cr." n Imumite Contras'. LIST OF SUBCONTRACTORS The Bidder shall provide the following information, and included with this bid or submitted within 24 hours of the Bid Opening, for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement in an amount in excess of 10 percent of the CONTRACTOR's total bid. "Rendering service" includes a subcontractor that specially fabricates and installs a portion of the work or improvement. The CONTRACTOR shall list only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed, the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid price. Attach additional sheets if required. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-8 INFORMATION REQUIRED 6F BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items ma y cause the Bid to be non-responsive and may cause its rejection. in any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Contractor Name: Primary Classification: LI, Address:20 2-41 A-ayt Telephone:b _ Fax number: E-mail address: (IGCt*,i S .GWs , ctm Name and contact information for proposed ProjectManager: ran, Employer's identification number (employer SSN, not personal SSN): 4S. Employment Security Department number92 }( Washington Industrial Insurance number Washington State Excise Tax Registration number Washington State Contractor's Registration number/expiration date ( C_11CbCL I City of Bremerton Business License number If not available. must be obtained prior to starting construction Name, address, and telephone number of Surety Company and agent bonds this contract: rh `° c6�n rt- 'Sk t t o ova ('A D - 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-9 will provide k PROJECT REFERENCES & GENERAL INFORMATION To be considered for award, the CONTRACTOR shall have completed at least three (3) projects of similar type, complexity, and comparable value to that WORK described in Notice Inviting Bids. ATTACH TO THIS BID, or provide within 24 hours of the Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to the RESERVOIR 4 COVER REPLACEMENT PROJECT in nature, value, and complexity of work. The projects must have been ' completed under the bidder's name as the prime (general) contractor within the last five (5) years. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. ' • Name of project. • Location of project. • Brief description of the work involved. + Contract amount. • Date of completion of contract. • Name, address, and telephone number of architect or engineer. • Name of owner's project engineer. • List of major. equipment. ' • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. 10027142 1 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-10 a 0 c o m E 00 W a >, J a7 a, LU � W n Q al LL ro o � _ ODM d p (i1 -M000 m U' ,U a y a cn w8- y m y a� N c LL L 00 a.2 ` 07 a o E `m m a 0 z <f a z m —' .r- ti ti m m c Q n a 0 v m t. V_ U Z O -'o_ a E c u w r C tlpL OC gym+ t`0 00 yl., = L � ` 'aC-.+ m m a7 ? -O C O N >' E c 0 L m E �° o� °' m W _a C Ln 07 p a CC a b0 N O C_ €. 4% N C E. O C E m> 0 n ?' Q m O N .0 c •c O � li 0- E a 00 ' 0 z c o °� ` .2 m v Z .� a x E w y w = 3 0 z o ala— ro 3 E m 2 o E s '° Q> — N 0 m 3 o +N- m e a E c G d -0 3 o d y ar ro. N N .O V N Q� O 0 E CL C cY o C u o .. 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O 0 � V 3' E a O` m O P L L L u m, u X ��_ Yip Ln c a N ��Z 0_ in a; a m7 p C� ay m in O y ry N 00 N u O �' O ED N Y: 00 U lU - l0 RI d N N ro • a-1 0 of -+ m 5 Q ei . C ! V1 h N ,M m l0 1n C c L O O N t! In N V1 Y O l0 m; Y pp O M In U O N a u l0 a VY U Cr (n U '., NON -COLLUSION AFFIDAVIT STATE OF � ss. COUNTY OF i ) _=;Rew. -�t� , being first duly sworn, deposes_ and says that he or she is of the patty ffiAkW the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any ' other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed`rrti,�-- , Subscribed and sworn to before me this ,'P day of 2017 &A ary ublio in and for e County of State of i ��tttfd�'d� (SEAL) T PYA \A, s ' •fit- � < *v t a'a 10027142 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 00 41 00 -11 CERTIFICATION BY PROPOSED CO EQUAL EMPLOYMENT C REGARDING IV In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor. Address. Internal Revenue Service Employer Identification No.S _ Li -1 a. Contractor has participated in a previous contract Yes'111C No or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes No ..- connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes& No Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. d. If answer to item V is "no", please explain in detail in the space below, j CERTIFICATION: I, the undersigned, certify that the informati to the bRt ofmy knowledge and belief. -- !'.'V V 1W.1=2 4 qVVN, � V .0 [ Name and Title of Signer (please type or -print clearly) 'Signeure City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 0041 00-13 CERTIFICATION REGARDING SUSPENSION, DEBARMENT, INELIGIBILITY OF VOLUNTARY EXCLUSION 1. The CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible, or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. 2. The CONTRACTOR shall provide immediate written notice to the Department if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 3. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily, excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department for assistance in obtaining a copy of those regulations. 4. The CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, 5. The CONTRACTOR further agrees by signing this agreement, that -it will include this clause titled "Certification Regarding Suspension, Debarment, Ineligibility Or Voluntary Exclusion" without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 6. Pursuant to 2CFR180.330, the CONTRACTOR is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. 7. CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. 8. CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier recipients or contractors, are not suspended or debarred, and will make this proof available to the Department upon request. RECIPIENT/CONTRACTOR must run a search in www.sam.gov and print a copy of completed searches to document proof of compliance. Signature Date Name and of signer (please type) END OF BID FORMS 10027142 1 City of Bremerton Reservoir 4 Cover Replacement Project BID FORMS 064.100-12 i ATTACHMENT 3 CERTIFICATION OF NONSEGREGATED FACILITIES (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments; and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certified, further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity' clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for'employees which are segregated by explicit directive or area, in fact, segregated on the basisjof race, creed, color, or national origin„ because of habit, local custom, or otherwise. The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior -to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such, certification in this file. lz i1r% Signature Dat Name and title of signer (please type) [THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH THE BID PROPOSAL] I I 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WASHINGTON STATE DEPARTMENT OF COMMERCE DWSRF 00 21 13 — Exhibit A-1 26 I 1 AGREEMENT /SECTION 00 52 13 1 THIS AGREEMENT is dated thel day of in the year 2017 by and between City of Bremerton (hereinafter called OWNE141 and SNl(— Cy,3ST-,X�Tyr-% UU, (hereinafter called CONTRACTOR). ' OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ' ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract Documents entitled RESERVOIR 4 COVER REPLACEMENT PROJECT. 1 All or part of the Work will be funded by monies provided by the Drinking Water State Revolving ' Fund (DWSRF). By submitting a bid proposal in response to this solicitation the Bidder is agreeing to comply with all requirements stated as conditions of funding and reporting under the DWSRF. The Bidder is responsible for understanding and complying with these requirements. The detailed requirements are provided as Exhibit A-1 to Section 002113 for the Bidders use. ' ARTICLE 2. CONTRACT TIMES. ' Substantial Completion for the WORK must be achieved not later than 120 calendar days from the date of Notice to Proceed. Final Completion and Acceptance of the Work must be achieved not later than 30 calendar days after Substantial Completion. ARTICLE 3. LIQUIDATED DAMAGES. OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions and Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving ' in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) the CONTRACTOR shall pay the ' OWNER $1,000 for each day that expires after the time specified in Article2. ARTICLE 4. CONTRACT PRICE. ' OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in current funds the amount set forth in the Bid Schedule(s). (Contractor Initials) 10027142 City of Bremerton 1 Reservoir 4 Cover Replacement Project AGREEMENT 005213-1 1 ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed. by ENGINEER as provided in the General Conditions. , ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire •agreirment between OWNER and CONTRACTOR concerning the WORK consist of this Agreement (Section 00 52 13) and the following attachments to this Agreement: • Notice Inviting Bids (Section 00 01 16). • Instructions to Bidders (Section 00 21 13). • Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (Section 00 41 00). • Performance Bond (Section 0.0 61 13). • Payment Bond (Section 00 61 16). • General Conditions (Section 00 72 13). • Supplementary Conditions (Section 00 73 13). • Technical Specifications as listed in the Table of Cor;ltents, including appendices. • Drawings as listed in the List of Drawings. • Addenda numbers l to /I/ inclusive. • Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. i There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Paragraph 3.04 of the General Conditions. ARTICLE 7. WAIVER OF IMMUNITY. The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW ;4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance undEr Title 51 RCW. The CONTRACTOR and OWNER acknowledge and agree to the requirements for indemnification in Section 00 73 13 SC -6.20. The provisions of this article shall survive the termination or expiration of this agreement. (Contractor Initials) i 10027142 City of Bremerton Reservoir,4 Cover Replacement Project AGREEMENT 005213-2 1 1 1 1 1 1 1 �I h L i 1 1 1 t ARTICLE 8. SUSPENSION OF WORK AND TERMINATION The Contractor agrees to the right of the OWNER to suspend work or terminate this agreement as indicated in Article 15 of Section 00 72 13 (Standard General Conditions) and Section 00 73 13 (Supplementary Conditions). ARTICLE 9. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The OWNER, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the OWNER may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER: City of Bremerton CONTRACTOR ?��, (eNS��.c,' LL -C By d.Q. By Corporate eal] Attest Attest Address of giving notices Address for giving notices 345 �? �'` � s+ LPD�4 rzrn a, -r -k vA u a A q —LAI Ki~!>?otr , VJ A 0134 S License No. �r16C�C,�- fgBSC t Approved as to Form 4"111-1* Agent for service process (Signalure) (Title) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-3 10027142 I I This page left intentionally blank. i i I City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-4 I i i I I I C 10027142 I I This page left intentionally blank. i i I City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-4 I i i I I I AGREEMENT CERTIFICATE (if Corporation) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of held on , 2017, the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Agreement dated 2017, by and between this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of 2017. Secretary (SEAL) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-5 AGREEMENT CERTIFICATE (if Partnership) j STATE OF ) SS: I COUNTY OF ) i I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of i , held on 2017, the following resolution was duly passed and adopted: I "RESOLVED, that i as (SEAL) 10027142 of the Partnership, be and is hereby authorized to exec l to the Agreement dated 2017, by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the Ishall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my handthis day of _, 2017. I Pz�rtner i I City of Bremerton Reservoir 4 Cover Replacemei,it Project AGREEMENT 005213-6 i i I I t I I AGREEMENT CERTIFICATE (if Joint Venture) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of (SEAL) held on , 2017, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated . 2017, by and between this Joint Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture." further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my handthis day of 2017. Managing Partner 10027142 City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-7 I I AGREEMENT CERTIFICATE (if Limited Liability Company) STATE OF ) SS: COUNTY OF ) i i I HEREBY CERTIFY that a meeting of the Members of the 1m CoN S'M.a. t -1-bR L L G. I i i a Limited Liability Company existing under the laws of the State of held on —Va4wAAy L(111 2017, the following resolution was duly passed and adopted: "RESOLVED, that 3rpFax C-o"Ves,, a and4, v\_ as rriiembers of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated 2017, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deeld of this Limited Liability Company." I further certify that said resolution is now in full foiIrce and effect. IN WITNESS WHEREOF, I have hereunto set my handthis day of , 2017. I SMG S -Kt u�L�vt L L C A Limited Liability Company A �I By. Member By; Member r., (SEAL) END OF AGREEMENT Fi ORMS i 10027142 City of Bremerton Reservoir 4 Cover Replacement Project AGREEMENT 005213-8 i ;� Originals: Three Bond Number: NAS 2214979 PERFORMANCE BOND SECTION 00 6113 KNOW ALL MEN BY THESE PRESENTS, That JMG Constructors, LLC as CONTRACTOR, and North American Specialty Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter caped "OWNER," in the sum of One Million Nine Hundred Twenty -Two Thousand Nine Hundred Three and 001100 ($1,922,903.00)dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severalty, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, RESERVOIR 4 COVER REPLACEMENT PROJECT"; now, therefore, In the event CONTRACTOR fails to timely or property perform any of the requirements of the Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract or permit conditions or other applicable laws and regulations. The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either. 1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER. The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if the amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER will return, without interest, any overpayment to the Surety. 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project PERFORMANCE BOND 0061 13 - 1 PROVIDED, that any alterations in the WORK to be done or the materials 10 be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the project by the City, and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this 20th day of January , 2017. (SEAL) JMG Constructors, LLC (CONTRACTOR) a(Signature and SEAL) 'r, Y North American Specialty Insurance Company"" Nney-in By: �6. -Fact�:—�,L (Signature and SEAL) = (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) O Address of Surety to which all notices shall be sent: North American Specialty Insurance Company 100 Pine Street, Suite 2200 San Francisco, CA 94111 Address of Surety for service of process 100 Pine Street, Suite 2200 (must be a physical address) San Francisco, CA 94111 10027142 City of Bremerton Reservoir 4 Cover Replacement Project PERFORMANCE BOND 0061 13-2 1 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of MARIN On January 20, 2017 before me, Donna J. Frowd, Notary Public (insert name and title of the officer) personally appeared Donna L. Welsh who proved to me on the basis of satisfactory evidence to be the person(S) whose name(8) is/are subscribed to the within instrument and acknowledged to me that executed the same in Pgig/her/91 authorized capacity(tos), and that by 0i'9/her/t4g�z signature(19) on the instrument the person(, or the entity upon behalf of which the person( acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r DONNA I FROWD D COMM.#2042838 NOTARY PUB! IC -CALIFORNIA 0 Q / MARIN COUNTY Signature /Seal MY Comm. Exp res October 22 2017 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: MICHAEL B. McGOWAN, SUSAN J. McGOWAN, DONNA L. WELSH, DEBBIE L. WELSH, DONNA J. FROWD, and MAGDALENA R. WOLFE JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9h of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be bindirig'upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." l4 r��4iy� /i w�anmuaa a tt��'` R•_�c By L P ,•J•�._-- �opPo••..NSG _�,• rot: � fir••. SEAL •n = Steven P. Anderson, Senior Vice President of Washington International Insurance Company SEAL F rrr��� Tom, 11173 : rn a $ gyp!+OQ ,$ &Senior Vice President of North American Specially Insurance Company tm q�y -.AMP?.• �A�. �O pr �aaN/ryNIIpIDti�t��� *W00, By Michael A. Ito, Semor�ice gest eor at as ington international Ins-u-M-n-ce-IC-ompany rytt & Senior Vice President of North American Specialty Insurance Company a IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 8th day of November 2016 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 8th day of November , 20D6_ before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY_ NOTARY PUBLIC, STATE OF ILLINOIS M. Kenny, Notary Public MY COMMISSION EXPIRES 12104/2017 I, Jeffrey Goldberg _the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand.and affixed the seals of the Companies this 20 tby of January 20 17 Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & Nordt American Specialty Insurance Company 1 1 Originals: Three Bond Number: NAS 2214979 PAYMENT BOND SECTION 00 6116 KNOW ALL MEN BY THESE PRESENTS, That JMG Constructors LLC as CONTRACTOR, and North American Specialty Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of One Million Nine Hundred Twenty -Two Thousand Nine Hundred Three and 001100 ($1,922,903.000ollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, RESERVOIR 4 COVER REPLACEMENT PROJECT"; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court, This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon thisbond. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shalt not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project PAYMENT BOND 0061 16-1 IN WITNESS WHEREOF, we have hereunder set our hands and seals this 20th day of January , 2017. JMG Constructors, LLC North American Specialty Insurance Company (CONTRACTOR) By: By: Donna L. Welsh. Attorney -in -Fact (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) -Address of Surety to which all notices shall be sent: North American Specialty Insurance Company 100 Pine Street, Suite 2200 San Francisco, CA 94111 Address of Surety for service of process: 100 Pine Street Suite 2200 (must be a physical address) San Francisco, CA 94111 Q 10027142 City of Bremerton Reservoir 4 Cover Replacement Project PAYMENT BOND 006116-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or ...validity of that document. State of California County of MARIN On January 20, 2017 before me, Donna J. Frowd, Notary Public (insert name and title of the officer) personally appeared Donna L. Welsh who proved, to me on the basis of satisfactory evidence to be the person(S) whose name(18) is/ subscribed to the within instrument and acknowledged to me that/she/jr executed the same in P49/her/tkf4i:r- authorized capacity("), and that by Mg/her/tPWY, signatureO on the instrument the person(, or the entity upon behalf of which the person(g) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r Q DONNA J. FROWD D QCOMM. #2042838 NOTARYPU3LIGCAUFORNIA MARW C,^,U ITY Q Signature (Seal) My Comm. F= res October 22. 2017 1 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: MICHAEL B. McGOWAN, SUSAN J. McGOWAN, DONNA L. WELSH, DEBBIE L. WELSH, DONNA J. FROWD, and MAGDALENA R. WOLFE JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9"' of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon,thd Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." �,I r, �pL I1U�� rd Cr r .•� „ �a�2-�1P ...... O.R. r�'.x� BY uoaeoi WsG S�L tQ� Steven P. Anderson,. Senior Vice President of Washington International Insurance CompanySEALF tl, 1973. �QrOnA - - & Senior Vice, President of North American Specialty Insurance Company 06 �y •fn By Michael A. Ito,bemo—r Vice President 01 wastungtontion nsurance ompany psIt & Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 8th day of November 2016 , North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 8th day of November , 20_!6 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES 12/04/2017 1�-�_ U I« M. Kenny, Notary Public I, Jeffrey Goldberg _the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this20thday�ofJanuary 2017 Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American. Specialty Insurance Company Version: 06-03-16 CITY OF BREMERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703)684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.or� American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.or Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.agc.org The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. CITY OF BREMERTON CITY OF BREMERTON STANDARD GENERAL CONDITIONS , E On 1PREMgTo Version: 06-03-16 CITY OF BREMERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703)684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.or� American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.or Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.agc.org The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. CITY OF BREMERTON CITY OF BREMERTON STANDARD GENERAL CONDITIONS STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................. 1 1.02 Terminology................................................................................................................................ 5 Article2 — Preliminary Matters........................................................................................................................ 7 2.01 Delivery of Bonds and Evidence of Insurance........................................................................... 7 2.02 Copies of Documents................................................................................................................... 7 2.03 Commencement of Contract Times; Notice to Proceed.............................................................. 7 2.04 Starting the Work.......................................................................................................................... 7 2.05 Before Starting Construction........................................................................................................ 7 2.06 Preconstruction Conference; Designation of Authorized Representatives ................................. 8 2.07 Initial Acceptance of Schedules................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent............................................................................................................................................. 8 3.02 Reference Standards..................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies...................................................................................... 9 3.04 Amending and Supplementing Contract Documents................................................................ 10 3.05 Reuse of Documents................................................................................................................... 10 3.06 Electronic Data........................................................................................................................... 11 Article 4 — Availability of Lands; Subsurface and Physical Q)nditions; Hazardous Environmental Conditions; Reference Points.......................................................................................................... 11 4.01 Availability of Lands...........................................:...................................................................... 11 4.02 Subsurface and Physical Conditions.......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions............................................................................ 12 4.04 Underground Facilities............................................................................................................... 13 4.05 Reference Points......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site............................................................................. 15 Article5 — Bonds and Insurance..............................................:...................................................................... 16 5.01 Performance, Payment, and Other Bonds................................................................................. 16 5.02 Licensed Sureties and Insurers.............................'...................................................................... 17 5.03 Certificates of Insurance............................................................................................................. 17 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 1 1 1 1 6 5.04 Contractor's Insurance.................................................................... ARTICLE 6 -contractor's Responsibilities........................................................ 6.01 Supervision and Superintendence................................................... 6.02 Labor; Working Hours.................................................................... 6.03 Services, Materials, and Equipment ................................................ 6.04 Progress Schedule............................................................................ 6.05 Proposed Substitutions or "Or -Equal" Item .................................... 6.06 Concerning Subcontractors, Suppliers, and Others ........................ 6.07 Patent Fees and Royalties................................................................ 6.08 Permits............................................................................................. 6.09 Laws and Regulations..................................................................... 6.10 Taxes................................................................................................ 6.11 Use of Site and Other Areas............................................................ 6.12 Record Documents.......................................................................... 6.13 Safety and Protection....................................................................... 6.14 Safety Representative...................................................................... 6.15 Hazard Communication Programs .................................................. 6.16 Emergencies..................................................................................... 6.17 Submittals........................................................................................ 6.18 Continuing the Work....................................................................... 6.19 Contractor's General Warranty and Guarantee .............................. 6.20 Indemnification................................................................................ 6.21 Delegation of Professional Design Services ................................... Article 7 - Other Work at the Site ........ 7.01 Related Work at Site......... 7.02 Coordination ..................... 7.03 Legal Relationships .......... ...................................... 17 ......................................... 20 ......................................... 20 ......................................... 21 ......................................... 21 ......................................... 22 ......................................... 22 ......................................... 25 ......................................... 26 ......................................... 27 ......................................... 27 ......................................... 28 ......................................... 28 ......................................... 29 ......................................... 29 ......................................... 30 ......................................... 31 ......................................... 31 ......................................... 31 ......................................... 33 ......................................... 33 ......................................... 34 ......................................... 35 ................................................ 36 ................................................ 36 ................................................ 37 ....................:........................... 37 Article 8 - Owner's Responsibilities.............................................................................................................. 37 8.01 Communications to Contractor.................................................................................................. 37 8.02 Replacement of Engineer........................................................................................................... 37 8.03 Furnish Data................................................................................................................................ 37 8.04 Pay When Due............................................................................................................................ 38 8.05 Lands and Easements; Reports and Tests.................................................................................. 38 8.06 Insurance..................................................................................................................................... 38 8.07 Change Orders............................................................................................................................ 38 8.08 Inspections, Tests, and Approvals.............................................................................................. 38 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 8.09 Limitations on Owner's Responsibilities..........`........................................................................ 38 8.10 Undisclosed Hazardous Environmental Condition.................................................................... 38 8.11 Compliance with Safety Program Article 9 — Engineer's Status During Construction................;........................................................................ 39 9.01 Owner's Representative............................................................................................................. 39 9.02 Visits to Site .......................................................: .............................. 39 9.03 Resident Project Representative ......................... 9.04 Authorized Variations in Work.................................................................................................. 39 9.05 Rejecting Defective Work......................................................................................................... 40 9.06 Submittals, Change Orders and Payments.................................................:............................... 40 9.07 Determinations for Unit Price Work..................'........................................................................ 40 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work .................... 40 9.09 Limitations on Engineer's Authority and Responsibilities ........................... Article 10 — Changes in the Work; Claims .............................................. 10.01 Authorized Changes in the Work ....................................... 10.02 Unauthorized Changes in the Work .... .............................. 10.03 Execution of Change Orders .............................................. 10.04 Notification to Surety........................................................ 10.05 Claims .................................................. ............................ Article 11 — Cost of the Work; Allowances; Unit Price Work....................................................................... 43 11.01 Cost of the Work......................................................................................................................... 43 11.02 Allowances................................................................................................................................. 46 11.03 Unit Price Work..................................................i....................................................................... 46 Article 12 — Change of Contract Price; Change of Contract Times............................................................... 47 12.01 Change of Contract Price.....................................................................:..................................... 47 12.02 Change of Contract Times.......................................................................................................... 50 12.03 Delays......................................................................................................................................... 51 Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 52 13.01 Notice of Defects................................................:...............................................I....................... 52 13.02 Access to Work...................................................J....................................................................... 52 13.03 Tests and Inspections.............................................................................................................. 52 13.04 Uncovering Work....................................................................................................................... 53 13.05 Owner May Stop the Work 13.06 Correction or Removal of Defective Work............................................................................... 54 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 13.07 Correction Period..................:....:................................................................................................ 54 13.08 Acceptance of Defective Work.................................................................................................. 55 13.09 Owner May Correct Defective Work......................................................................................... 55 Article 14 - Payments to Contractor and Completion................................................................................... 56 14.01 Schedule of Values..................................................................................................................... 56 14.02 Progress Payments...................................................................................................................... 56 14.03 Contractor's Warranty of Title................................................................................................... 61 14.04 Substantial Completion.............................................................................................................. 61 14.05 Partial Utilization........................................................................................................................ 61 14.06 Final Inspection.......................................................................................................................... 62 14.07 Final Payment............................................................................................................................. 62 14.08 Final Completion Delayed......................................................................................................... 65 14.09 Waiver of Claims........................................................................................................................ 65 Article 15- Suspension of Work and Termination........................................................................................ 65 15.01 Owner May Suspend Work........................................................................................................ 65 15.02 Owner May Terminate for Cause............................................................................................... 65 15.03 Owner May Terminate For Convenience.................................................................................. 66 15.04 Contractor May Stop Work or Terminate.................................................................................. 67 Article16 - Dispute Resolution...................................................................................................................... 67 16.01 Methods and Procedures............................................................................................................ 67 Article 17 - Miscellaneous............................................................................................. 17.01 Giving Notice............................................................................................. 17.02 Computation of Times................................................................................ 17.03 Cumulative Remedies................................................................................. 17.04 Survival of Obligations.............................................................................. 17.05 Controlling Law.......................................................................................... 17.06 Headings..................................................................................................... 17.07 Administrative Procedures and Forms ....................................................... 17.08 Right to Audit............................................................................................. 17.09 Severability ................................................................................................. 17.10 Waiver......................................................................................................... Article 18 - WASHINGTON STATE REQUIREMENTS ................................... 18.01 Trench Excavation Safety Systems .................................................... 18.02 Payment of Prevailing Wages............................................................ .............................. 68 .............................. 68 .............................. 68 .............................. 68 .............................. 68 .............................. 68 .............................. 69 .............................. 69 .............................. 69 .............................. 69 .............................. 70 ................................ 70 ................................ 70 ................................ 70 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 18.03 Water Pollution Control Requirements...................................................................................... 72 18.04 Prevention of Environmental Pollution & Preservation of Public Natural Resources ............. 72 CITY OF BREMERTON STANDARD GENERAL CONDITIONS �1� i 1 1 i 1 ARTICLE I I;III DEFINITIONS AND TERMINOLOGY 1.01 Define d Terms P A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. s 1. Act of God — An earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. Rain, wind, flood or other natural phenomenon of intensity less than that recorded for the k locality of the Work shall not be construed as an Act of God and no reparation shall be made to Contractor for damage to the Work resulting there from. 2. I'' Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 3. 'i Agreement—The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 4. ;j Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 5. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 6.' Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 11 7. Bid Bond — The security to be furnished by the Bidder on the form furnished as a guaranty of good faith to enter into a contract for the Work contemplated if it be awarded to Bidder. 8. ° Bidder—The individual or entity who submits a Bid directly to Owner 9. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). i 10. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 11'. Change Order—A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-1 12. Claim—A demand or assertion by Owner Price or Contract Times, or both, or other demand for money or services by a third p Contractor seeking an adjustment of Contract of with respect to the terms of the Contract. A is not a Claim. 13. Clarification — A written document issued by the Engineer to the Contractor that interprets the requirements and/or design intent of the Contract Documents, which may not represent an addition, deletion,,or revision in the Work or an adjustment of the Contract Price or the Contract Times. Request For Clarification forms will be provided by the Owner for the Contractor's use when seeking Clarification.) 14. Conformed Contract Documents — Contract Documents issued for construction that include the Agreement, Bonds, Insurance and Addenda. )15. Contract—The entire'; and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 16. Contract Documents—Those items so des copies of the items 'listed in the Agreer, Drawings, other Contractor submittals, aI physical conditions are not Contract Docur 17. Contract Price—The moneys payable by O in accordance with the Contract Documer provisions of Paragraph 11.03 in the case of 18. Contract Times—The number of days or th Milestones, if any; (ii) achieve Substantial it is ready for final payment as evidenced payment. 19. Contractor—The individual or entity with v 20. Cost of the Work—See Paragraph 11.01 for 21. Design Engineer — The City's Consulting drawings and specifications. 22. Drawings—That part ,of the Contract Docul graphically shows the scope, extent, and Contractor. Shop Drawings and other Contr, 23. Effective Date of the Agreement --The date effective, but if no such date is indicated, signed and delivered by the last of the two ated in the Agreement. Only printed or hard t are Contract Documents. Approved Shop the reports and drawings of subsurface and ner to Contractor for completion of the Work as stated in the Agreement (subject to the nit Price Work). dates stated in the Agreement to: (i) achieve ,mpletion; and (iii) complete the Work so that Engineer's written recommendation of final Owner has entered into the Agreement. , or staff Engineer who prepared the prepared or approved by Engineer which •acter of the Work to be performed by submittals are not Drawings as so defined. indicated in the Agreement on which it becomes it means the date on which the Agreement is parties to sign and deliver. 24. Engineer—The Engineer is defined as the City Engineer of the City of Bremerton, Washington. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-2 F CITY OF BREMERTON �1 STANDARD GENERAL CONDITIONS 00700-3 !h 1�J 25� Engineer's Project Manager – The authorized agent or employee of the Engineer, Il; designated by the Engineer to` represent the Engineer in performing the Engineer's duties related to the Work. ' 2611 Final Completion and Acceptance – The bine when all incomplete WORK has been completed, all Defective Work has been corrected or accepted by the Engineer and Owner, and all of the Contractor's duties and requirements have been satisfactorily discharged, as - evidenced by the Engineer's Notice of Final Completion and Acceptance. I� 2T� General Requirements—Sections of Division 1 of the Specifications. 28161 Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property Yexposed thereto. 29,1 Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section ■' 1004 of the Solid Waste ;Disposal Act (42 USC Section 6903) as amended from time to time. 30`�. Holiday—A non -working day corresponding to a legal holiday Y adopted b the Ci of p City Bremerton City Council, during which City offices are closed. ill 31,. Laws and Regulations; Laws or Regulations—Any and all applicable laws, rules, C regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 32. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 331Milestone—A principal event specified in the Contract Documents relating to an l ii intermediate completion date or time prior to Substantial Completion of all the Work. 34�. Notice of Award—The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, �I Owner will sign and deliver the Agreement. 35. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on which � 1! the Contract Times will commence to run and on which Contractor shall start to perform the Work under then r Co t act Documents. 36 11 . Owner—The Owner is defined as the City of Bremerton, located at 345 6th Street, WA 98337. 37,�. Payment Bond – The form of security approved by the Owner and furnished by the Contractor and Contractor's Surety guaranteeing payment for all labor, materials, services and equipment furnished for use by the Contractor in performance of the Contract. 38PCBs Polychlorinated biphenyls. CITY OF BREMERTON �1 STANDARD GENERAL CONDITIONS 00700-3 39. Performance Bond – The form of security Contractor and Contractor's Surety guarante all the obligations and conditions placed upo approved by the Owner and furnished by the Bing the complete and faithful performance of 1 the Contractor by the Contract. 40. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 41. Progress SChedide—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 42. Project—The total construction of which Documents may be the whole, or a part. 43. Radioactive Material—Source, special Atomic Energy Act of 1954 (42 USC SE Work to be performed under the Contract :ar, or byproduct material as defined by the 2011 et seq.) as amended from time to time. 44. Resident Project Representative—The authorized agent or employee of the Engineer designated by the Engineer to represent the Engineer in on-site Work. The Resident Project Representative will act as directed by and under the supervision of the Engineer's Project Manager. 45. Samples—Physical examples of mate representative of some portion of the W such portion of the Work will be judged. , equipment, or workmanship that are and which establish the standards by which 46. Schedide of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 47. Schedule of Vahles—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 48. Shop Drawings—All drawings, diagrams, I illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some polrtion of the Work. 49. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished bye Owner which are designated for the use of Contractor. 50. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative! requirements and proc(Idural matters applicable thereto. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-4 51 Subcontractor --An individual or entity having a direct contract with Contractor or with any other Subcontractor for the"performance of a part of the Work at the Site. 51, Substantial Completion—The time at which the Work (or a specified part thereof) has reached a level of completion where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, to be II utilized for the purposes for which it is intended, as evidenced by Engineer's Notice of o' Substantial Completion. The terms "substantially complete" and "substantially completed" �i as applied to all or part of the Work refer to Substantial Completion thereof 53!' Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes an award. ' 54� Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. Contract Times. 1.02 Terminology A. The words and terms discussed In Paragraph 1.02.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. h CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-5 55! Supplier—A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 561 Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 571! Unit Price Work—Work to be paid for on the basis of unit prices. I l 5811. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of jperforming or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 59; Work Change Directive—A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an ii addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to II emergencies. A Work Change Directive will not change the Contract Price or the Contract ii Times but is evidence that the parties expect that the change ordered or documented by a ' II Work Change Directive will be incorporated in a subsequently issued Change Order j following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The words and terms discussed In Paragraph 1.02.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. h CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-5 B. Intent of Certain Terms or Adjectives. 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to, authorize an exercise of professional judgment by Engineer. In addition, the adjectives "r€.asonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be; solely to evaluate, in general, the 'Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the 'requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Fnrnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-6 i 1 i r 4. j! When "furnish," "install," or "perform," are not used in connection with services, materials, 11 or equipment in a conteX� clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When the Contractor delivers the signed Agreement to the Owner, the Contractor shall also deliver such Bonds, insurance policies and insurance certificates in the number of copies as the Contractor may be required to furnish in accordance with the Contract Documents. 2.02 Copies of Documents A. The Owner shall furnish to the Contractor five copies of Conformed Contract documents in Specifications, and reduced size Drawings. Additional copies and up to two full sized sets of Drawings will be furnished upon Contractor's written request at the cost to the Owner of reproduction, handling and shipping. 2.03 Commencement of Contract Times; Notice to Proceed �i A. The Contract Times will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. B. Within sixty (60) calendar days following opening of Bids, the lowest responsive, responsible Bidder will be furnished with Notice of Award accomplished by three copies each of the Contract Documents in form for Signatures. �I C. Within fifteen (15) business days after receiving from the Owner Notice of Award and the Contract Documents in form for signing, Contractor shall sign and return the Contractor Documents and furnish to the Owner such Bonds and certificates of insurance as are required herein. 2.04 Starting the Work A. Contractor shall start to perform the Work within 10 days of the Notice to Proceed. No Work shall be done at the Site prior to the Notice to Proceed. 2.05 Before Starting Constriction i A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: CITY OF BREMERTON I� ii STANDARD GENERAL CONDITIONS 00700-7 1. A preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. A preliminary Schedule of Submittals; and 3. A preliminary Schedule of Values for all ofthe Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 4. A schedule of proposed substitute (or -equal) Submittals. 2.06 Preconstn fiction Conference; Designation ofAnthorized Representatives A. Prior to issuance of the Notice to Proceed, a. conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling, Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to and approved by the Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule .of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-8 I� B. It is the intent of the Contract Documents to describe a functionally complete project (or part p thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be Issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. I! Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific j or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. II 2. U No provision of any such standard, specification, manual, or code, or any instruction of a �i Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or it direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies. 1. ll Contractor's Review of Contract Documents Before Starting Work: Before undertaking ii each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and Shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the i! performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-9 3.04 3.05 emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had knowledge or should have known thereof. B. Resolving Discrepancies 1. In resolving conflicts resulting from errors or discrepancies in any of the Contract Documents, the order of precedence shall be as follows: a. Permits from other agencies as may be required by law b. Change Orders C. Agreement d. Addenda e. Contractor's Bid (Bid Form) f Supplementary Conditions g. General Conditions h. Technical Specifications i. Referenced Standard Specifications j. Drawings With reference to the Drawings the order of precedence is as follows: a. Dimensions govern over scaled dimensions. b. Detail drawings govern over general drawings. C. Addenda and Change Order drawings govern over any other drawings. d. Contract Drawings govern over standard drawings. 2. The provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. However, the requirements of the Contract Documents may be supplemented and minor'variations and deviations in the Work may be authorized, by one or more of the following ways: 1. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or 2. Engineer's written interpretation or clarification. Reuse of Docnments A. Contractor and any Subcontractor or Supplier shall not: CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-10 t t 1 A 1 1 1 A Have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. Ili Reuse any such Drawings, Specifications, other documents, or copies thereof on'extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. l B. Th 11 prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data, l A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. I B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60; day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. it I� ARTICLE 4'— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availdl bility Wands 'I A. Owner shall furnish, as indicated in the Contract Documents, the Site upon which the Work is to be performed, rights-of-way or easements for access thereto, and such .other lands which are designated for the use of the Contractor. Nothing contained in the Contract Documents shall be interpreted as giving the Contractor exclusive occupancy of the lands or right-of—way provided. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the 11 Work. B. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. ii CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-11 4.02 4.03 Subsurface and Physical Conditions A. The Supplementary Conditions Identify. 1. Those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: w 1. The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. Other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or . 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: ` 1. Is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. Is of such a nature as to require a change in the Contract Documents; or 3. Differs materially from that shown or indicated in the Contract Documents; the Contractor shall, "promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of obtaining additional exploration or tests with respect thereto, and provide a determination in writing to the Contractor. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-12 1 i 11 i i 1 1 1. Possible Price and Times Adjustment — If the Owner concludes that a change in the Contract Documents is required by the newly discovered condition, the Owner will respond to the Contractor's notification by issuing a Work Change Directive, Change Order or Amendment, as required by paragraph 3.04A. If the Owner concludes that a change in the Contract Documents is NOT required, the Owner will respond to the Contractor's written notification by issuing written Clarification as required by paragraph 3.04A.2. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. The existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated.- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall' not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. The cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: CITY OF BREMERTON a. Reviewing and checking all such information and data; b. Locating all Underground Facilities shown or indicated in the Contract Documents; STANDARD GENERAL CONDITIONS 00700-13 c. Coordination of the Work with the Owner, during construction; and d. The safety and protection of all sui damage thereto resulting from the Wor 3. The Contractor shall notify the Washington 1-800-424-5555, at least 2 business days in any site, and shall strictly comply with the re during the WORK. The Contractor shall be company facilities not reported by the Wash shall be liable for any and all damages sten expenses resulting from the unanticipated di B. Not Shown or Indicated - If an Underground Facility is uncovered or not shown or indicated, or not shown or in( Documents, Contractor shall, promptly of disturbing conditions affected thereby or (except in an emergency as required by Underground Facility and give written not Engineer will promptly review the Undergr which a change is required in the Cont consequences of the existence or location Contractor shall be responsible for the safet of such Underground Facilities, including Underground Facilities and repairing any tate One Number Locator Service, Phone No. ivance of the commencement of Excavation at luirements of RCW 19.122, et seq. at all times responsible for making itself aware of utility igton State One Number Locator Service, and ming from repair or delay costs or any other ;overt' of underground utilities. evealed at or contiguous to the Site which was cated with reasonable accuracy in the Contract ;r becoming aware thereof and before further erforming any Work in connection therewith aragraph 6.16.A), identify the owner of such ,e to that owner and to Owner and Engineer. and Facility and determine the extent, if any, to act Documents to reflect and document the f the Underground Facility. During such time, and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. However, Owner, Engineer, and Design Engineer, shall not be liable to Contractor for any claims, costs, losses or damages incurred or sustained by Contractor on or in connection with any other project or anticipated project. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for` laying out the Work, shall protect and preserve the established reference points and property monuments, and sl,lall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-14 11 1 1 7 1 relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. Other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-15 which such Work may be resumed safely. I -r Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if,any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. i F. If after receipt of such written notice Contractor; does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjusItment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have ;uch deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not ;limited to all fees and charges of engineers, architects, attorneys, and other professionals land all court or arbitration or other dispute resolution costs) arising out of or relating to a FIlazardous Environmental Condition created by Contractor or by anyone for whom Contractor is, responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnifyany i individual or entity from and against the consequences of that individual's or entity's owr.I i negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 — BONDS AND INSURANCE ! 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful pc,rformance and payment of all of Contractor's obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5101.13, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.13 and 5.02. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-16 1 1 5.02 Licensed Sureties and Insurers i 1 t 1 A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. C. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. D. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Insurance A. The Contractor shall purchase and maintain the insurance required under this paragraph. Such insurance shall include the specific coverage's set out herein and be written for not less than the limits of liability and coverage's provided in paragraph 5.04C, or required by Laws or Regulations, whichever are greater. All insurance shall be maintained continuously during the life of the Agreement up to the date of Final Completion and Acceptance, and at all times thereafter when the Contractor may be correcting, removing, or replacing Defective Work in accordance with Paragraph 13.06. The Contractor's liabilities under this Agreement shall not be deemed limited in any way to the insurance coverage required. B. All insurance required by the Contract Documents to be purchased and maintained by the Contractor shall be obtained from insurance companies that are duly licensed or authorized to issue insurance policies for the limits and coverages so required by the City of Bremerton Insurance companies shall have a current Best's Rating of at least "A" (Excellent) general policy holder's rating and a Class VII financial size category and shall also meet such additional requirements and qualifications as may be provided in these General Conditions. C. The Contractor shall furnish the Owner, with copies to each additional insured who is indicated in these General Conditions, with certificates and original endorsements showing the type, amount, class of operations covered, effective dates and dates of expiration of policies. All of the policies of insurance so required to be purchased and maintained (or the certificates or other CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-17 evidence thereof) shall contain a provision or endorsement that the coverage afforded will not be canceled, reduced in coverage, or renewal refused until at least 30 days' prior written notice has been given to the Owner and additional 'insures by certified mail. All such insurance required herein (except for worker's compensation and employer's liability) shall name the Owner, the Engineer, and their consultants and subconsultants and their officer's, director's agents, and employees as "additional insured" under the policies. The Contractor shall purchase and maintain the following insurance: 1. Workers' Compensation and Employer's Liability: This insurance shall protect the Contractor against all -claims under applicable workers' compensation laws or federal acts, including claims for injury, disease, or death of employees which, for any reason, may not fall within the provisions of a workers' compensation law. This insurance shall include an "all states" endorsement. In the event of a "'monopolistic" state, Contractor shall certify all employees are covered by the state fund or, shall provide a separate policy providing "all states" benefits. Employer's liability "stop gap" coverage for monopolistic states shall be provided under either a worker's compensation policy or general liability policy. The Contractor shall require each subcontractor similarly to provide workers' compensation insurance for all of the latter's employee's to be engaged in such work unless such employees are covered by the protection afforded by the Contractor's workers' compensation insurance. In case any class of employees is not protected under the workers' compensation laws, the Contractor shall pl;ovide and shall cause each Subcontractor to provide adequate employer's liability insurance for the protection of such of its employees as are not otherwise protected. The ContractoT and each Subcontractor shall provide a waiver of subrogation in favor of the Owner and Engineer. 2. Comprehensive or Commercial General Liability: This insurance shall be written in comprehensive form and shall protect the Contractor against all claims arising from injuries' to persons other than its employees or dam�Ige to property of the Owner or others arising out of any act or omission of the Contractor or its agents, employees, or subcontractors. The policy shall also include protection against claims insured by personal injury liability coverage, an "owner's and contractor's protective liability" endorsement and contractual coverage to insure the contractual liability assumed by the Contractor under the indemnification provisions in the General Conditions. To the extent that the Contractor's work, or work under its direction, may; require blasting, explosive conditions, or underground operations, the comprehensive 'or commercial general liability coverage shall specifically include coverage relative to blasting, explosion, collapse, and/or underground hazards. 3. Commercial Automobile Liability: This insurance shall be written in comprehensive form and shall protect the Contractor against all claims for injuries to members of the public and damage to property of others arising from the use of motor vehicles, and shall cover operation on or off the Site of all motor vehic.,les licensed for highway use, whether they are owned, non -owned, or hired. 4. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either require each of the Subcontractors to procure and to maintain subcontractor's public liability and property damage insurance and vehicle liability insurance of the type and in the same amounts specified in these Supplementary Conditions CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-18 1 i 1 for the Contractor or insure the activities of the Subcontractors under the Contractor's own policies. 5. Builder's Risk: See Supplementary Conditions for Builders Risk requirements 6. The limits of liability for the insurance required by Article 5 shall provide coverage for not less than the following amounts or greater, where required by Laws and Regulations. Limits may be provided by a combination of primary and excess liability policies, and then the excess or umbrella liability coverage's shall include commercial general, comprehensive automobile, and employer's liability and shall provide coverage at least as broad as the underlying policies. CITY OF BREMERTON a. Worker's Compensation: 1. State: Statutory 2. Applicable Federal (e.g., USL&H): Statutory Note: If the Work called for in for the Contract Documents involves work in or on any navigable waters, the Contractor shall provide Worker's Compensation coverage which shall include coverage under the Longshore and Harbor Workers' Compensation Act, the Jones Act, Maritime Law, and any other coverage required under Federal or State laws pertaining to workers in or on navigable waters. 3. Employer's Liability: b. Comprehensive General Liability: 1. Combined Single Limit (a) Products/Completed (b) Personal Injury $2,000,000 $5,000,000 Each Occurrence $2,000,000 Each Occurrence $2,000,000 Each Person STANDARD GENERAL CONDITIONS 00700-19 2. POLICIES written on a 3. Policies shall include pre independent contractors, collapse, underground ha employment exclusion de c. Comprehensive Automobile Li Vehicles): 1. Bodily Injury: 2. Property. Damage: made basis" are not acceptable. ;/operations, products, completed operations, lers and contractors protective, explosion, broad form contractual, personal injury with and broad form property damage. ity (including owned, hired, and non -owned $2,000,000 Each Claimant $2,000,000 Each Occurrence Contractor agrees to waive all rights of subrogation against the Owner, the Engineer, and Consultants, employees, officers and directors, for WORK performed under Contract. Endorsements shall be provided with certificates lof insurance. E. All policies shall also specify that the insurance provided by the Contractor will be considered primary and not contributory to any other insurance available to the Owner or the Engineer. F. All policies except Workers' Compensation and their consultants, subconsultants, and their c additional insured's. The Builders Risk insur Engineer as named insured's. G. The Contractor shall provide the Owner and all policy cancellation within five days of receipt of required shall constitute a material breach of con business days' notice to the Contractor to cc contract or, at its discretion, procure or renew sl connection therewith, with any sums so expend the sole discretion of the Owner, offset against ft H. All costs for insurance, including but not limi insured retention shall be incidental to and in contract and no additional payment will be mads ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct such attention thereto and applying such skills Work in accordance with the Contract Docur the means, methods, techniques, sequences, CITY OF BREMERTON lders Risk shall name the Owner, Engineer, ers, directors, agents and employees as shall name the Contractor, Owner, and additional insureds with written notice of any such notice. Failure to maintain the insurance ract, upon which Owner may, after giving five rrect the breach, immediately terminate the -h insurance and pay any and all premiums in d to be repaid to the Owner on demand, or at ids due the Contractor from the owner. to premiums, deductible payments or self - led in the unit or lump sum prices of the e Work competently and efficiently, devoting d expertise as may be necessary to perform the its. Contractor shall be solely responsible for 11 procedures of construction. Contractor shall STANDARD GENERAL CONDITIONS 00700-20 not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. C. The Contractor's superintendent shall be present at the Site at all times while the Work is in progress and shall be available by telephone for emergencies 24 hours per day, 7 days a week. Failure to observe this requirement may result in a suspension of the Work by the Owner until such time as the designated superintendent is again present, full-time, at the Site. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. The Contractor shall apply for this consent through the Engineer in writing a minimum of three (3) working days before the holiday or overtime work is to be scheduled. C. Except as otherwise provided in this Paragraph, the Contractor shall receive no additional compensation for overtime work, i.e., work in excess of 8 hours in any one calendar day or 40 hours in any one calendar week. Additional compensation will be paid to the Contractor for overtime work only in the event extra work is ordered by the Engineer and the Change Order specifically authorizes the use of overtime work. D. All increased costs of inspection and testing performed during overtime work by the Contractor which is allowed solely for the convenience of the Contractor shall be borne by the Contractor. The Owner has the authority to deduct the cost of all such inspection and testing from any partial payments otherwise due to the Contractor. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, startup, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-21 M 6.05 expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. No provisions of any such documentation will be effective to assign to the Owner, Engineer or any of their Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress- Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order Proposed Substitutions or "Or -Equal" Item A. Whenever materials or equipment are identified on the "List of Proposed Substitutes" form located in the Bid Forms by using the name of 'a proprietary item or the name of a particular manufacturer, the naming of the item is intendfI d to establish the type, function, and quality required. The materials or equipment of other manufacturers may be accepted if sufficient information is submitted by the Contractor to allow the Owner/Engineer to determine that the material or equipment proposed is equivalent or equal to that named, subject to the following requirements: 1. The Contractor shall fill out the bid form in Section 00300 titled "List of Proposed Substitutes", indicating the manufacturer/model of the proposed substitute. Wherever a proposed substitution item has not been indicated on this form by the Contractor, the Contractor shall provide one of the material �or equipment products named in the Contract Documents and identified on the "List of Proposed Substitutes" form. 2. The burden of proof as to the type, function; and quality of any such substitution product, material or equipment shall be upon the Contractor. 3. The Engineer will be the sole judge as to the type, function, and quality of any such substitution and the Engineer's decision shall be final. 4. The Engineer may require the Contractor to furnish additional data about the proposed substitution. CITY OF BREMERTON I STANDARD GENERAL CONDITIONS 00700-22 5. The Owner may require the Contractor to furnish a special performance guarantee or other surety with respect to any •substitution. 6. Acceptance by the Engineer of a substitution item proposed by the Contractor shall not relieve the Contractor of the responsibility for full compliance with the Contract Documents and for adequacy of the substitution. 7. The Contractor shall pay all costs of implementing accepted substitutions, including redesign and changes to WORK necessary to accommodate the substitution. B. The procedure for review by the Engineer will include the following: 1. Submit materials in accordance with this section and the General Requirements. 2. The Engineer will evaluate each proposed substitution within a reasonable period of time. 3. The Engineer will record the time required by the Engineer in evaluating submittals for substitutions proposed by the Contractor and in making changes by the Contractor in the Contract Documents occasioned thereby. C. The Contractor's submittal shall address the following factors which will be considered by the Owner/Engineer in evaluating the proposed substitution: 1. Whether the evaluation and acceptance of the proposed substitution will prejudice the Contractor's achievement of Substantial Completion on time. 2. Whether acceptance of the substitution for use in the WORK will require a change in any of the Contract Documents to adapt the design to the proposed substitution. 3. Whether incorporation or use of the substitution in connection with the WORK is subject to payment of any license fee or royalty. 4. Whether all variations of the proposed substitution from the items originally specified are identified. 5. Whether available maintenance, repair, and replacement service are indicated. The manufacturer shall have a local service agency (within 50 miles of the site) which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 6. Whether an itemized estimate is included of all costs that will result directly or indirectly from acceptance of such substitution, including cost of redesign and claims of other contractors affected by the resulting change. 7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency requirements listed in the appropriate technical specifications. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-23 D. Without any increase in cost to the Owner, the Contractor shall be responsible for and pay all costs in connection with proposed substitutions and of inspections and testing of equipment or materials submitted for review prior to the Contractor's purchase thereof for incorporation in the WORK, whether or not the Engineer accepts the proposed substitution or proposed equipment or material. E. Submittal requirements for proposed substitutions: In addition to the general submittal requirements indicated in the General Required !ients, submittal requirements for the proposed substitution include: i 1. All deviations from the specified requirements necessitated by the proposed substitution. 2. Materials of construction, including material specifications and references. Performance data, including performance curves and guaranteed power consumption, over the range of specified operating conditions. 4. Dimensional drawings, showing required access and clearances, including any changes to the work require to accommodate the proposed substitution. 5. Where controls are a part of the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in the project format and with project specific symbols, along with control descriptions. ', 6. Where controls specified in the project manual require modification to accommodate the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in project format and with project -specific syrnbols, with all required modifications clearly highlighted. 7. Information and performance characteristics for all system components and ancillary devices to be furnished as a part of the proposed substitution. 8. Reproducible contract drawings, marked up to illustrate the alterations to all structural, architectural, mechanical, electrical and HjVAC systems required to accommodate the proposed substitution. 9. A list of installations of the proposed substitution indicating application, location, owner and date of first use. F. Cost of Substitution Submittal Review: Uporl receipt of submittal data for the proposed substitution, the Engineer will estimate the cost of evaluating the request and present the estimate to the Contractor. The Contractor is advised that the estimate is based upon the best information available to the Engineer at the time; however, the actual cost, based on time and expense, will be documented and applied in the sinal analysis of the substitution request. If the Contractor wishes to proceed with the request;,he shall advise the Engineer in writing and submit sufficient additional information as may be requested by the Engineer. No evaluation will take place until such time as the Contractors has agreed to the estimate in writing and has CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-24 Ci authorized the Engineer to deduct the cost of the evaluation from monthly progress payments due the Contractor. G. Whenever materials or equipment are identified in the Contract Documents but are not listed on the "List of Proposed Substitutes" form by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. If the name is followed by the words "or equal" indicating that a substitution is permitted, materials or equipment of other manufacturers may be accepted if sufficient information is submitted by the Contractor to allow the Engineer to determine that the material or equipment proposed is equivalent or equal to that named as part of the standard submittal process. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.13), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. The Contractor shall perform not less than 30 percent of the WORK with its own forces (i.e., without subcontracting). The 30 percent requirements shall apply to the Contract Price less the values of Owner -assigned contracts and allowance in the Bid for pre -negotiated Work. 1. Shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-25 B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the �I Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. Shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-25 i 2. Shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for ischeduling and coordinating the Work of Subcontractors, Suppliers, and other individuals, or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. i F. The divisions and sections of the Specifications, and the identifications of any Drawings shall not control Contractor in dividing the Work am(I)ng Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Su appropriate . agreement between Contractor specifically binds the Subcontractor or Suppli Contract Documents for the benefit of Owner with a Subcontractor or Supplier who is lis provided in Paragraph 5.06, the agreement b( )ntractor or Supplier will be pursuant to an nd the Subcontractor or Supplier which to the applicable terms and conditions of the d Engineer. Whenever any such agreement is as a loss payee on the property insurance ,een the Contractor and the Subcontractor or Supplier will contain provisions whereby the i Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consult�lrnts, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Potent Fees and Royalties A. Contractor shall pay all license fees and royaltiesand assume all costs incident to the use in the performance of the Work or the incorporation iii the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or Idevice is specified in the Contract Documents for use in the performance of the Work and if, t(,) the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the perforrjnance of the Work or resulting fiom the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. j CITY OF BREMERTON STANDARD GENERAL CONDITIONS I 00700-26 t 1 1 1 r s� x.Nao-'=: c_ 6�.•'rF:, ,�7,-F,: x rim 6.08 Permits A. The Contractor shall obtain and pay for all construction permits and licenses from the agencies having jurisdiction, including the furnishing of .insurance and bonds if required by such agencies, EXCEPT those listed in Paragraph 6.08B, below to be paid for by the Owner. The enforcement of such requirements shall not be the basis for claims for additional compensation by Contractor. When necessary, the Owner will assist the Contractor in obtaining such permits and licenses. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the WORK which are applicable at the time of opening of Bids. B. The Owner will make application for and pay all fees for the City of Bremerton building permit including structural, mechanical, plumbing, and fire protection. The Contractor shall be required to obtain the permit at City offices. C. The Contractor shall be responsible for obtaining and paying for any and all remaining permits, licenses and approvals which are necessary and incidental to his operation in performance of the WORK, and for giving notices required by such permits and licenses. A copy of each permit and license shall be furnished to the Engineer upon request. The Contractor shall comply with any and all requirements contained in all permits, licenses, and approvals which pertain to the WORK or any portion thereof as if the same were stated herein. D. The Contractor shall be responsible for complying with the requirements of all permits related to the WORK, including such permits, licenses and regulatory approvals obtained by the Owner for the work. Owner -obtained permits and regulatory approvals, if any, are appended to the Contract Documents. 6.09 Laws and RegnIations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Changes in Laws or Regulations not knowable at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. i CITYF BRE MERTON MERTON i STANDARD GENERAL CONDITIONS 00700-27 6.10 Taxes A. The Contractor shall collect from the Owner by the laws, statutes, and regulations of the c The Owner will claim any exemption from I shall pay all other federal, state, and local sa and the Contractor's activities under the Aarei B. The Contractor shall have an active City of F City under said license all applicable City bu shall be paid when due and Contractor shall a� for payment of such taxes which have been dei C. The Contractor shall withhold and pay any ar taxes, whether state or federal, and pay all Unemployment Compensation charges, and pa: any and all taxes, charges, or fees or sums wl required to be paid or withheld under any laws. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. The Contractor shall confine constructio equipment, and the operations of workers t permitted by the Contract Documents, and t Regulations, rights-of-way, permits, and liability and responsibility for any damage occupant thereof or of any land or areas con of the Work. J remit to the state, retail sales tax as required of Washington and its political subdivisions. it sales tax authorized by law. The Contractor use, and other taxes applicable to the WORK Ierton Business License and shall pay to the ss and occupation (B&O) taxes. B&O taxes to assign any payments due to the City Clerk �d delinquent. I all sales and use taxes and all withholding Social Security charges and also all State or cause to be withheld, as the case may be, atsoever, which are now or may hereafter be equipment, the storage of materials and the Site, the land and areas identified in and .e other land and areas permitted by Laws and isements. The Contractor shall assume full to any such land or area, or to the owner or guous thereto, resulting from the performance 2. Should any claim be made against the Owner or the Engineer by any such owner or occupant because of the performance of the Work, the Contractor shall promptly settle with such other party by negotiation, agreement or otherwise resolve the claim by arbitration or at law, at the Contractor's sole liability and expense. 3. The Contractor's indemnification obligations for all claims and liability, arising directly, indirectly, or consequentially out of any acition, legal or equitable, brought by any such owner or occupant against the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees and agents of each and any of them to the extent caused by or based upon the Contractor's performance of the WORK shall be in accordance with Paragraph 6.20 of the :Supplementary Conditions. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas � free from accumulations of waste materials, rubbish, and other debris'. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-28 1 l 1 1 f.7 1 1 C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all properly not designated for alteration by the Contract Documents. D. Loading Structnres: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. The Contractor's pay requests shall not be considered payable unless the field record drawings are current as required by the contract documents. 6.13 Safety and Protection A. Contractor shall be solely responsible for compliance with all applicable laws and requirements pertaining to initiating, maintaining and supervising all safety precautions and programs at the site. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall develop and implement a written safety program for the project and and shall provide the necessary protection to prevent damage, injury or loss: 1. The site-specific safety plan must be kept on-site and address the safety and health hazards of each phase of site operations, including employee procedures and requirements. 2. All persons on the Site or who may be affected by the Work including the Site Safety and Health Supervisor; CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-29 6.14 I 3. All the Work and materials and equipment tc,> be incorporated therein, whether in storage on or off the Site; and 4. Other property at the Site or adjacent pavements, roadways, structures, utilities, removal, relocation, or replacement in the c 5. Emergency response plan meeting B. Contractor shall conform to OSHA & WISI= and local laws, ordinances, codes and regulat or to the protection of persons or property stringent requirement shall be followed. Cont with the aforementioned safety provisions obligations and penalties set forth therein. C. Contractor shall notify owners of adjacent pry utility owners when prosecution of the Work in the protection, removal, relocation, and r inform Owner and Engineer of the specific re which Owner's and Engineer's employees and o, including trees, shrubs, lawns, walks, Underground Facilities not designated for of construction. C�GI�Z3i `I�:�iC�IZ1I� and all other applicable federal, state, county s relating to the safety of persons or property, 'here any of these are in conflict, the more lor's failure to thoroughly familiarize himself call not relieve him from compliance with ,rty and of Underground Facilities and other y affect them, and shall cooperate with them acement of their property. Contractor shall rements of Contractor's safety program with 3resentatives must comply while at the Site. D. All damage, injury, or loss to any property r�-ferred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any ofl them may be liable, shall be remedied by Contractor. The City Reserves the right to replace damaged items at the Contractor's expense if the City determines that time is of the essence. E. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed arld Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.67.13 that the Work is acceptable (except as otherwise expressly provided in connection with ISubstantial Completion). I Safety Representative j A. Contractor shall appoint a qualified and experienced Site Safety and Health Supervisor at the site whose duties and responsibilities shall include, enforcing State of Washington — WISHA/OSHA regulations regarding excavations, preventing accidents, and maintaining and supervising construction site health and safety precautions and programs. The City's Representative shall provide foir general site health and safety monitoring. B. Should the City Representative or any authorize violation of the safety and health regulations to Project Manager shall be notified immediate decisive corrective action. CITY OF BREMERTON representative of a regulatory agency report a Site Safety and Health Supervisor, The City The Contractor shall take immediate and STANDARD GENERAL CONDITIONS 00700-30 1 1 0 r L' 1 i i 1 1 1 1 f If the contractor fails or refuses to promptly accede to the compliance directive, the Engineer, or his designee, may issue an order to suspend all or part of the work. Failure of the Engineer, or his designee, to order discontinuance of any or all of the Contractor's operations shall not relieve the Contractor of responsibility for safety. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Submittals A. Contractor shall submit Shop Drawings and Samples to Engineer for review in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Submit number of copies specified in the General Conditions. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review of the pertinent submittal will be at the sole expense and responsibility of Contractor. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-31 C. Submittal Procedures: 1. Before submitting each Shop Drawing or Sample, Contractor shall have: i a. Reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements if the Work and the Contract Documents; b. Determined and verified all field mi performance and design criteria, install and similar information with. respect the -ments, quantities, dimensions, specified requirements, materials, catalog numbers, c. Determined and verified the suitability! of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. Determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. I D. Engineer's Review: 1. Engineer will provide timely review of Shop; Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engilieer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or u procedure of construction is specifically Iand expressly called ,for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate; approval of the assembly in which the item functions. 3. Engineer's review shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documejits unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such I CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-32 variation by specific written.., notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. Abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor Is responsible; or 2. Normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. Observations by Engineer, or Resident Project Representative 2. Recommendation by Engineer or payment by Owner of any progress or final payment; 3. The issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. Use or occupancy of the Work or any part thereof by Owner; 5. Any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; CITY OF BREMERTON 1 STANDARD GENERAL CONDITIONS 00700-33 6.20 i 6. Any inspection, test, or approval by others; o'r i 7. Any correction of defective Work by Owner 8. Owner's routine operation and maintenance after Substantial Completion is attained. �. Indemnification A. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from all claims and liaY,►ility arising under, by reason of, related, or 1t incidental to the Contract Documents or any performance of the Work, 1, but not from the sole negligence or willful misconduct of the Owner 'and/or the Engineer. Such indemnification by the Contractor shall include, but not be limited to, the following: 1. Liability or claims resulting directly or indir Contractor, its employees, or agents in the maintaining the same, or from any improper construction, or by or on account of any act agents; ctly from the negligence or carelessness of the performance of the Work, or in guarding or naterials, implements, or appliances used in its r omission of the Contractor, its employees, or 2. Liability or claims arising directly or indirectly from bodily injury, occupational sickness or disease, or death of the Contractor's, Subcontractor's, or Supplier's own employees, or agents engaged in the Work resulting in acti I)ns brought by or on behalf of such employees against the Owner and/or the Engineer; 3. Liability or claims arising directly or indirectly from or based on the violation of any Laws or Regulations, whether by the Contractor, its employees, or agents; 4. Liability or claims arising directly or indirectly from the use or manufacture by the Contractor, its employees, or agents In the performance of this Agreement of any copyrighted or uncopyrighted composition, secret process, patented or unpatented invention, article, or appliance, unless otherwise specifically stipulated in this Agreement; I 5. Liability or claims arising directly or indirectly from the breach of any warranties, whether express or implied, made to the Owner zind/or Engineer or any other parties by the Contractor, its employees, or agents; 6. Liability or claims arising directly or indirectly from the willful misconduct of the Contractor; its employees, or agents; 7. Liability or claims arising directly or indirectly from any breach of the obligations assumed in this Agreement by the Contractor; 8. Liability or claims arising directly or indirectly from, relating to, or resulting from a hazardous condition created by the Contractor, Subcontractors, Suppliers, or any of their employees or agents, and; CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-34 1 1 1 1 1 e 9. Liability or claims arising directly, or indirectly, or consequentially out of any action, legal or equitable, brought against'"tlie Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees and agents of each or any of them, to the extent caused by the Contractor's use of any premises acquired by permits, rights of way, or easements, the Site, or any land or areas contiguous thereto or its performance of the Work thereon. B. The Contractor shall reimburse the Owner and the Engineer for all costs and expenses, (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals and court costs including all costs of appeals) incurred by said Owner and Engineer in enforcing the provisions of this Paragraph 6.20. C. The indemnification obligation under this Paragraph 6.20 shall not be limited in any way by any limitation on the amount or type of insurance carried by Contractor or by the amount or type of damages, compensation, or benefits payable by or for the Contractor or any Subcontractor or other person or organization under workers' compensation acts, disability benefit acts, or other employee benefit acts. D. The Contractor and Owner acknowledge and agree that the Contractor's immunity under industrial insurance, Title 51 RCW, is expressly waived by this Contract, and that all of the provisions of this Paragraph 6.20, including said waiver of immunity were mutually negotiated by them in accordance with the requirements of RCW 4.24.115. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-35 performance and design criteria given and Documents. Engineer's review of Shop E calculations and design drawings) will be only E. Contractor shall not be responsible for the required by the Contract Documents. ARTICLE 7 — OTHER WORD AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the through other direct contracts therefor, or have other work is not noted in the Contract 1. Written notice thereof will be given to design concept expressed in the Contract ings and other submittals (except design the purpose stated in Paragraph 6.17.D.1. of the performance or design criteria -ct at the Site with Owner's employees, or r work performed by utility owners. If such then: prior to starting any such other work; and 2. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor ho is a party to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, f tting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any pa performed by others under this Article 7, C promptly report to Engineer in writing any del that render it unavailable or unsuitable for the Work. Contractor's failure to so report will col and proper for integration with Contractor's W such other work. D. Additional requirements for coordination Owner's forces are set forth in Division 1 — CITY OF BREMERTON of Contractor's Work depends upon work ntractor shall inspect such other work and ,s, defects, or deficiencies in such other work proper execution and results of Contractor's titute an acceptance of such other work as fit k except for latent defects and deficiencies in the Contractor, other contractors and the Requirements. STANDARD GENERAL CONDITIONS 00700-36 1 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. The individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. The specific matters to be covered by such authority and responsibility will be itemized; and 3. The extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. C. The Contractor shall coordinate its Work with that of the Owner's forces and others as required in Division 1— General Requirements. 7.03 Legal Relationships A. Paragraphs TOLA and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's action or inactions. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. r� 8.02 Replacement of Engineer A. In case of Replacement of Engineer, Owner shall appoint an engineer whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. ICITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-37 8.04 Pay When Due A. Owner shall make payments to Contractor 14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests J A. Owner's duties with respect to providing la surveys to establish reference points are set foi refers to Owner's identifying and making explorations and tests of subsurface conditions existing surface or subsurface structures at the'. 8.06 Insurance A. Owner's responsibilities, if any, with respect forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as 8.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain Paragraph 13.03.13. 8.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have c Contractor's means, methods, techniques, o precautions and programs incident thereto, or Laws and Regulations applicable to the pei responsible for Contractor's failure to perfon Documents. 8.10 Undisclosed Hazardons Environmental Condition A. Owner's responsibility in respect to an forth in Paragraph 4.06. 8.11 Compliance with Safety Program they are due as provided in Paragraphs and easements and providing engineering in Paragraphs 4.01 and 4:05. Paragraph 4.02 iilable to Contractor copies of reports of d drawings of physical conditions relating to purchasing and maintaining insurance are set ted in Paragraph 10.03. , tests, and approvals is set forth in itrol or authority over, nor be responsible for, procedures of construction, or the safety >r any failure of Contractor to comply with rmance of the Work. Owner will not be the Work in accordance with the Contract Hazardous Environmental Condition is set A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.C. I CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-38 1 IARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 1 f! 1 t 11 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Resident Project Representative A. General: The Resident Project Representative (RPR) will act as directed by and under the supervision of the Engineer's Project Manager and will confer with the Engineer and Engineer's Project Manager regarding his actions. The Resident Project Representative's dealings in matters pertaining to the on-site Work shall, in general, be only with the Engineer and the Contractor, and dealings with Subcontractors shall be exclusively through the Contractor. Written communication with the Owner will be only through or as directed by the Engineer. 9.04 Authorized Variations in Work A. The Engineer may authorize variations in the Work from the requirements of the Contract Documents. These may be accomplished by a Work Change Directive and will require the Contractor to perform the Work involved in a manner that minimizes the impact to the Work and the Contract Times. If the Contractor believes that a Work Change Directive justifies an increase in the Contract Price or an extension of the Contract Times, the Contractor shall promptly notify the Engineer as required in the relevant Sections of Division 1 — General Requirements. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-39 9.05 Rejecting Defective Work 9.07 A. Engineer will have authority to reject Work w Engineer believes will not produce a comf Documents or that will prejudice the integrity as a functioning whole as indicated by the 1 authority to require special inspection or testin whether or not the Work is fabricated, installed Snbmittals, Change Orders and Payments A. In connection with Engineer's authority, Paragraph 6.17. B. In connection with Engineer's authority, and design drawings submitted in response to a c see Paragraph 6.21. C. In connection with Engineer's authority as to D. In connection with Engineer's authority as to A Determinations for Unit Price Work rich Engineer believes to be defective, or that eted Project that conforms to the Contract if the design concept of the completed Project ontract Documents. Engineer will also have of the Work as provided in Paragraph 13.04, or completed. limitations thereof, as to Submittals, see ll 1 1 1 imitations thereof, as to design calculations and legation of professional design services, if any, �1 A. Engineer will determine the actual quantities an by Contractor. Engineer will review with Contr, on such matters before rendering a written Application for Payment or otherwise). Engine binding (except as modified by Engineer to refl( data) upon Owner and Contractor, subject to the Decisions on Requirements of Contract Documents Orders, see Articles 10, 11, and 12. ;ions for Payment, see Article 14. classifications of Unit Price Work performed :or the Engineer's preliminary determinations �cision thereon (by recommendation of an 's written decision thereon will be final and changed factual conditions or more accurate -ovisions of Paragraph 10.05. Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred in to Engineer in writing within 14 days of the event giving rise to the question. B. Engineer will, within 14 days, render a wr Contractor believes that any such decision ei or Contract Times or both, a Claim may Engineer's decision shall be the date of the purposes of Paragraph 10.05.13. C. Engineer's written decision on the issue Contractor, subject to the provisions of Pat decision on the issue referred. If Owner or s them to an adjustment in the Contract Price made under Paragraph 10.05. The date of it giving rise to the issues referenced for the d will be final and binding on Owner and 10.05. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-40 9.09 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. C. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph � 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. D. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.01 Anthorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or 1 from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the M Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. ICITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-41 C. If the Owner and Contractor agree as to the extent, if any, of an increase or decrease in the Contract Price, or an extension or shortening of the Contract Times that should be allowed as a result of a Work Change Directive, the Contractor shall proceed so as to minimize the impact on and delays to the Work pending the issuance of a Change Order. D. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is named in the Contract Documents to cover such eliminated work, the price of the eliminated work shall be agreed upon by the Owner and the Contractor by Change Order. ICITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-41 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an incre Contract Times with respect to any work Documents as amended, modified, or suppl the case of an emergency as provided in Pai provided in Paragraph 13.04.13. 10.03 Execution of Change Orders A. Owner and Contractor shall execute covering: 1. Changes in the Work which are: (i) order required because of acceptance of defecti correction of defective Work under Paraara 2. Changes in the Contract Price or Contrz including any undisputed sum or amot accordance with.a Work Change Directive; 3. Changes in the Contract Price or Cont written decision rendered by Engineer pu executing any such Change Order, an accordance with the provisions of the Regulations, but during any such appeal, the Progress Schedule as provided in Par, 10.04 Notification to Surety A. If the provisions of any bond require notice to general scope of the Work or the provisions limited to, Contract Price or Contract Times), t responsibility. The amount of each applicable such change. 10.05 Claims A. Engineer's Decision Required. All Claims, exi shall be referred to the Engineer for decision. condition precedent to any exercise by Owner may otherwise have under the Contract Docun such Claims. B. Notice: Written notice stating the general nate be delivered by the Contractor or Owner to the the start of the event giving rise thereto. Notic dispute, or other matter with supporting data sl after the start of such event (unless Engineer CITY OF BREMERTON in the Contract Price or an extension of the formed that is not required by the Contract nted as provided in Paragraph 3.04, except in iph 6.16 or in the case of uncovering Work as Change Orders recommended by Engineer by Owner pursuant to Paragraph 10.0I.A, (ii) Work under Paragraph 13.08.A or Owner's 13.09, or (iii) agreed to by the parties; Times which are agreed to by the parties, of time for Work actually performed in Times which embody the substance of any it to Paragraph 10.05; provided that, in lieu of al may be taken from any such decision in itract Documents and applicable Laws and tractor shall carry on the Work and adhere to ,h 6.18.A. given to a surety of any change affecting the the Contract Documents (including, but not giving of any such notice will be Contractor's id will be adjusted to reflect the effect of any t those waived pursuant to Paragraph 14.09, decision by Engineer shall be required as a Contractor of any rights or remedies either is or by Laws and Regulations in respect of of each Claim, dispute, or other matter shall ther promptly (but no later than 14 days) after of the specific amount or extent of the Claim, ll be delivered to the Engineer within 21 days llows additional time for claimant to submit STANDARD GENERAL CONDITIONS 6' 00700-42 1 L 1 �7 i L 1 i f] 1 1 r t 8 additional or more accurate data in support of such Claim, dispute, or other matter). A claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01. A claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02. Each Claim shall be accompanied by Contractor's or Owner's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event and covers all amonnts (whether direct, indirect or consequential). The recipient of the claim shall submit its response to the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. Deny the Claim in whole or in part; 2. Approve the Claim; or 3. Notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) will be final and binding upon Owner and Contractor, unless Owner or Contractor files suit pursuant to Article 16. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE .11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Inchtded. The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.13, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-43 2 Q employed full time on the Work. Payroll co; Work shall be apportioned on the basis of t] include, but not be limited to, salaries and shall include social security contribution workers' compensation, health and retirem holiday pay applicable thereto. The expe working hours, on Saturday, Sunday, or leg, extent authorized by Owner. Cost of all materials and equipment furnishe of transportation and storage thereof, and therewith. All cash discounts shall accrue t Contractor with which to make payments, i Owner. All trade discounts, rebates and ref and equipment shall accrue to Owner, and may be obtained. Payments made by Contractor to Subcontra, required by Owner, Contractor shall obtain c to Owner and Contractor and shall deliver with the advice of Engineer, which bids, provides that the Subcontractor is to be paid Subcontractor's Cost of the Work and fe( Contractor's Cost of the Work and fee as Dr( 4. Costs of special consultants (including laboratories, surveyors, attorneys, and related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary tray Contractor's employees incurred in b. Cost, including transportation and mz machinery, appliances, office, and tei owned by the workers, which are con less market value, of such items used Contractor. ; for employees not employed full time on the sir time spent on the Work. Payroll costs shall vages plus the cost of fringe benefits, which unemployment, excise, and payroll taxes, it benefits, bonuses, sick leave, vacation and ;es of performing Work outside of regular holidays, shall be included in the above to the and incorporated in the Work, including costs ppliers' field services required in connection Contractor unless Owner deposits funds with which case the cash discounts shall accrue to ids and returns from sale of surplus materials 'ontractor shall make provisions so that they ors for Work performed by Subcontractors. If mpetitive bids from subcontractors acceptable uch bids to Owner, who will then determine, any, will be acceptable. If any subcontract n the basis of Cost of the Work plus a fee, the shall be determined in the same manner as 'ided in this Paragraph 11.01. not limited to engineers, architects, testing antants) employed for services specifically on, travel, and subsistence expenses of ;e of duties connected with the Work. nance, of all materials, supplies, equipment, rary facilities at the Site, and hand tools not -d in the performance of the Work, and cost, not consumed which remain the property of c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shalil cease when the use thereof is no longer necessary for the Work. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-44 1 1 r� 1 1 i 1 n i 11 d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Exchided.• The term Cost of the Work shall not include any of the following items: 1 . Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. CITY. OF BREMERTON STANDARD GENERAL CONDITIONS 00700-45 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an.adjustme�nt in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Docnmentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0 LA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances.- 1. llowances: 1. Contractor agrees that: a. The cash allowances include the discounts) of materials and equipme the Site, and all applicable taxes; and Ist to Contractor (less any applicable trade required by the allowances to be delivered at b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency or force account allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work �1 A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separatelyi identified item of Unit Price Work times the estimated quantity of each item as indicated in thie Agreement. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-46 B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. The total cost of a particular item of Unit Price Work amounts to 5% or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement; and 2. There is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. E. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is named in the Contract Documents to cover such eliminated work, the price of the eliminated work shall be agreed upon by the Owner and the Contractor by Change Order. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price constitutes the total compensation payable to the Contractor for performing the Work. All duties, responsibilities, and obligations assigned to or undertaken by the Contractor to complete the Work shall be at its expense without change in the Contract Price. All claims for an increase in the Contract Price shall be based only upon written notice delivered as required by Paragraph 10.05 herein. The Contractor's notice of claim shall Include the nature, justification for and amount of the claim, and such supporting data as the Engineer may require to evaluate the claim. The Contractor and Owner hereby agree that ally claim for adjustment of the Contract Price shall be evaluated by the Engineer, and that the Engineer's determination shall be final and conclusive. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this Paragraph. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. Where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-47 LTJ J 2. Where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 1.2.0l.C.2); or 3. Where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's fee for overhead and profit for the cost of extra work as defined in Paragraph 12.01.1) shall be determined as follows: 1. A mutually acceptable fixed fee; or 1 2. If a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the extra Work: I a. Extra work ordered on the basis of time and materials (force account) will be paid for at the actual necessary cost as determined by the Engineer, plus a 20% markup for labor, materials and equipment. I b. For extra work negotiated at a lump marked up no more than 7%. c. No fee shall be payable on the basis price, each tier of Subcontractor fees may be itemized under Paragraph 11.01.13; d. The amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and e. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.0I.C.2.a through 12.01.C.2.d, inclusive. D. Cost of Extra Work: The term "cost of extra work" shall mean the sum of all costs necessarily incurred and paid by the Contractor for labor, materials, equipment and special services in the proper performance of extra work as approved by the Engineer. Except as otherwise may be agreed to in writing by the Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall il�lclude only the following items, and shall not include any of the costs itemized in Paragraph 11.O1.B. Labor: The costs of labor will be the actual Icost for wages prevailing for each craft or type of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation ation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from federal, state or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers will be paid only when such costs are not included in the invoice for equipment rental. The labor costs for CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-48 foreman shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Indirect labor costs including superintendence shall be considered part of the markup set out herein. 2. Materials: The cost of materials reported shall be at invoice or lowest current rice at p P which materials are locally available and delivered to the Work in the quantities involved, plus the cost of freight, delivery and storage, subject to the following: a. All trade discounts and rebates shall accrue to the Owner, and the Contractor shall make provisions so that they may be obtained; and b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Except for actual costs incurred in handling of such materials, rnarkup will not be allowed; and c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on extra work items or the current wholesale price for such materials delivered to the Site, whichever price is lower; and d. If in the opinion of the Engineer the cost of material is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such material, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned delivered to the Work, less trade discount. The Owner reserves the right to furnish materials for the extra work and no claim will be allowed by the Contractor for costs and profit on such materials. 3. Equipment: The amount of payment for any Contractor -owned equipment that is utilized shall be determined according to the version of the AGC/WSDOT Equipment Rental Agreement which is in effect at the time the force account is authorized. The rates listed in the Rental Rate Blue Book (as modified by the current AGC/WSDOT Equipment Rental Agreement) shall be full compensation for all fuel, oil, lubrication, ordinary repairs, maintenance, and all other costs incidental to furnishing and operating the equipment except labor operation. If it is deemed necessary by the Contractor to use equipment not listed in the specified Reference Publication, an equitable rental rate for the equipment will be established by the Engineer. The Contractor may furnish cost data, which might assist the Engineer in the establishment of the rental rate. Payment for equipment shall be subject to all of the following: a. All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose for which the equipment is to be used; Before construction equipment is used on the extra work, the Contractor shall plainly stencil or stamp an identifying number thereon at a* conspicuous location, and shall furnish to the Engineer, in duplicate, a description of the equipment and its identifying number; CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-49 c. Unless otherwise specified, manufacturer's ratings and manufacturer -approved modifications shall be used to classify 1equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer; d. Individual pieces of equipment or tools having a replacement value of $500 or less, whether or not consumed by use, will be considered to be small tools and no payment will be made therefor; 4. Rental Equipment: The rental time to be paid for rental equipment used in the extra Work will be calculated based on the time the eqi ipment is actually in productive operation on the extra work being performed and, additionally, shall include the time required to move the equipment to the location of the extra -vyork and return it to the original location or to another location requiring no more time than that required to return it to its original location; except, that moving time willnot be paid if the equipment is used on work other than the extra work, even though it is located at the site of the extra work. Loading and transporting costs will be allowed in 'lieu of moving time only when the equipment is moved by means other than its own power, ekcept that no payment will be made for loading and transporting costs when the equipment is used at the site of the extra work on work other than the extra work. Rental time will not be allowed while equipment is inoperative due to breakdowns or is otherwise not available for immediate use. The rental time of equipment on the site will be computed subject to the following: a. When hourly rates are paid, operation for 30 minutes or less will be considered to be one half-hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation; b. When daily rates are paid, 4 hours or lessI of operation will be considered to be one half- day of operation. When owner -operated equipment is used to perform extra work to be paid for on time and materials basis, the Contractor will be paid for the equipment and operator as set forth herein below. E. Excluded costs: The term Cost of the Extra W Paragraph 11.01.13. 12.02 Change of Contract Times A. All Contract Times (or Milestones) stated in the Agreement. The Contract Times (or Milestones claim for an extension of the Contract Times sh; as required in Paragraph 10.05 herein. The C include the extent, justification for and nature Engineer may require to evaluate the claim. B. Any adjustment of the Contract Times c adjustment in the Contract Times will be a Article 12. With respect to claims for adj Owner hereby acknowledge and agree that: CITY OF BREMERTON shall not include any of the items defined in Contract Documents are of the essence of the may only be changed by Change Order. Any Il be based only upon written notice delivered )ntractor's written notice of such claim shall ,f the claim, and such supporting data as the by a Change Order or any Claim for an -d in accordance with the provisions of this in the Contract Times, the Contractor and STANDARD GENERAL CONDITIONS 00700-50 1 1 1 1 1 1 17 1 1 1 a. Any claim for adjustment of the Contract Times (or Milestones) shall be evaluated by the Engineer, whose evaluation shall be final and conclusive, and; b. An approved increase in Contract Times shall not cause an increase in Contract Price unless the reason for increasing the Contract Times is extra work otherwise evaluated by the Engineer as compensable work. Only compensable work, whether in connection with an approved increase in the Contract Times or not, shall result in an increase in the Contract Price. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. F. Adjustments of Contract Times Relating to Weather: Contract Times may be extended by the Engineer because of delays in the completion of the Work due to unusually severe weather, provided that the Contractor shall, within 2 business days of the beginning of any such delay, notify the Engineer in writing of the cause of delay and request an extension of Contract Times. The Engineer will ascertain the facts and the extent of the delay and extend the Contract Times CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-51 when, in its judgment, the findings of the fact include 10 days of inclement weather delays in for approval, for purposes of planning and sche G. Adjustments of Contract Price Relating to we, the Owner for damages for any injury to v overhead costs of any kind, resulting fi•om the of the Engineer, the Contractor has made equipment, and work, the Contractor may be, to make proper repairs, renewals, and replacer ARTICLE 13 — TESTS AND INSPECTIONS; CO OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which given to Contractor. 13.02 Access to Work A. Owner, Engineer, their consultants and of independent testing laboratories, and govemr have access to the Site and the Work at reasol testing. Contractor shall provide them proper them of Contractor's safety procedures and 1 applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely nc inspections, tests, or approvals and shall a facilitate required inspections or tests. O, notice", with respect to notification of read than 2 business days before the time that the ustify such an extension. The Contractor shall he progress schedule submitted to the Engineer uling only. The Contractor shall have no claims against materials, or equipment, or for project or c)n of the elements. If however, in the opinion reasonable efforts to protect the materials, ted a reasonable extension of Contract Times s of the work, materials, or equipment. REMOVAL OR ACCEPTANCE or Engineer has actual knowledge will be representatives and personnel of Owner, ital agencies with jurisdictional interests will le times for their observation, inspection, and d safe conditions for such access and advise D,rams so that they may comply therewith as of readiness of the Work for all required rate with inspection and testing personnel to and Contractor hereby agree that "timely for tests and inspections shall mean not less or inspection is desired. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. For inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.1) below; 2. That costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.13 shall be paid as provided in Paragraph 13.04.C; and 3. As otherwise specifically provided in the C. If Laws or Regulations of any public body thereof) specifically to be inspected, tested, or, of such public body, Contractor shall assume CITY OF BREMERTON Documents. g jurisdiction require any Work (or part ved by an employee or other representative responsibility for arranging and obtaining STANDARD GENERAL CONDITIONS 00700-52 1 1 1 [1 1 1 1 1 1 1 such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. G. The Engineer will make, or have made, such inspections and tests as the Engineer deems necessary to see that the Work is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified in Paragraph 13.03.13 of the General Conditions, the cost of such inspection and testing will be borne by the Owner. In the event such inspections or tests reveal non-compliance with the requirements of the Contract Documents, the Contractor shall bear the cost of corrective measures deemed necessary by the Engineer, shall bear the cost of all subsequent reinspection and retesting of the non-compliant Work. Neither observations by the Engineer nor inspections, tests, or approvals by others shall relieve the Contractor from the Contractor's obligation to perform the Work in accordance with the Contract Documents. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. ICITY OF BREMERTON 1 STANDARD GENERAL CONDITIONS 00700-53 D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or, extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails t materials or equipment, or fails to perform the will conform to the Contract Documents, Owne portion thereof, until the cause for such order ha to stop the Work shall not give rise to any dut} the benefit of Contractor, any Subcontractor, any surety for, or employee or agent of any of tl 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contra( not fabricated, installed, or completed, or, if the from the Project and replace it with Work that i costs, losses, and damages (including but not architects, attorneys, and other professionals resolution costs) arising out of or relating to limited to all costs of repair or replacement of w B. When correcting defective Work under the tern Contractor shall take no action that would void and guarantee, if any, on said Work. 13.07 Correction Period supply sufficient skilled workers or suitable Work in such a way that the completed Work may order Contractor to stop the Work, or any been eliminated; however, this right of Owner on the part of Owner to exercise this right for ry Supplier, any other individual or entity, or )r shall correct all defective Work, whether or ✓ork has been rejected by Engineer, remove it not defective. Contractor shall pay all claims, imited to all fees and charges of engineers, rid all court or arbitration or other dispute ich correction or removal (including but not •k of others). of this Paragraph 13.06 or Paragraph 13.07, otherwise impair Owner's special warranty A. If within one year after the date of Final Completion and Acceptance (or such longer period of time as may be prescribed by the terms of any, applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.1 LA is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. Repair such defective land or areas; or 2. Correct such defective Work; or 3. If the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. Satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-54 B. If Contractor does not promptly,comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal eand replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. AC. In special circumstances where a particular item of equipment is placed in continuous service u before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and ) damage to other Work resultingtherefrom has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited �j to all fees and charges of engineers, architects, attorneys, and other professionals and all court ® or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary }� revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to ® an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. In no case shall the acceptance of defective work waive any rights the Owner may have. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-55 u In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies underlthis Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained bIy Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions inl the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND (COMPLETION 14.01 Schedule of Vahies B The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: At least 20 days before the date established I in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work butjdelivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-56 1 1 1 1 CITY OF BREMERTON 1 (2) Deposited by the Owner in an interest-bearing account in a bank, mutual savings bank, or savings and loan associations, not subject to withdrawal until after final acceptance of all Work, or a portion thereof, as may be approved by the Owner; or (3) Placed in escrow in a bank or trust company by the Owner until thirty days following final acceptance of the work as completed, or a portion thereof. When the monies reserved are to be placed in escrow, the Owner will issue a check representing the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Owner, and the bonds and securities held in escrow. (4) A bond submitted by the Contractor for all or any portion of the retainage in a form acceptable to the Owner and from a surety meeting standards set by the Owner. The Owner will accept the bond unless the Owner determines that there STANDARD GENERAL CONDITIONS 00700-57 Owner. Payment for Equipment not installed but stored on site with a value greater than $10,000, will be paid at 50% of the invoice value. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with Applications for Payment. prior 3. The net payment due the Contractor shall be the above-mentioned subtotal from which shall be deducted the amount of retainage specified herein and the total amount of all previous payments made to the Contractor. a. Pursuant to RCW 60.28.010, the Owner will retain five percent of all progress payments as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor, or supplier who performs any labor upon the contract or work hereunder, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for carrying on such work, and the State of Washington with respect to taxes imposed pursuant to Title 82 RCW which may be due from such 1 Contractor. In the event that during the performance of the Contract and prior to the expiration of the claim period as provided in Chapter 60.28 RCW, the amount retained is reduced to any amount below five percent, then the Owner shall retain additional sums from monies earned by the Contractor so as to maintain at all times a five percent retained trust fund, unless otherwise reduced or excused by provisions of Chapter 60.28 RCW. b. Monies reserved s ed under provisions of Chapter 60.28 RCW shall, at the option of the Contractor, be: (1) Retained in a fund by the Owner with no interest paid thereon to the Contractor and not subject to withdrawal until after final acceptance of all Work, or a portion ' thereof as maybe approved by the Owner: or 1 1 1 1 CITY OF BREMERTON 1 (2) Deposited by the Owner in an interest-bearing account in a bank, mutual savings bank, or savings and loan associations, not subject to withdrawal until after final acceptance of all Work, or a portion thereof, as may be approved by the Owner; or (3) Placed in escrow in a bank or trust company by the Owner until thirty days following final acceptance of the work as completed, or a portion thereof. When the monies reserved are to be placed in escrow, the Owner will issue a check representing the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Owner, and the bonds and securities held in escrow. (4) A bond submitted by the Contractor for all or any portion of the retainage in a form acceptable to the Owner and from a surety meeting standards set by the Owner. The Owner will accept the bond unless the Owner determines that there STANDARD GENERAL CONDITIONS 00700-57 is good cause for rejecting it. The Owner will release the bonded retainage amount within 30 days of accepting the bond. The bond and any proceeds from it are subject to claims in the same manner and priority as retainage set forth in RCW 60.28.011. If the Owner accepts a retainage bond from the Contractor, the Contractor shall accept retainage bonds from any subcontractor or supplier from whom the Contractor retains funds. The Contractor shall release retained funds within 30 days of accepting the bond from a subcontractor or supplier. (5) Under option 2 and 3 above, interest will be paid to the Contractor as the interest accrues. (6) The Contractor shall designate the option desired in writing to the Owner not later than with the Contractor's first Application for Payment. The Contractor, in choosing option 2 or 3, agrees to assume full responsibility to pay all costs which may accrue from escrow services, brokerage charges, or both, and further agrees to assume all risks in connection with the investment of the retained monies. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-58 l B. Review of Applications: 1. The Engineer will, within 8 working days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the application to the Owner, or return the application to the Contractor indicating in writing the Engineer's reasons for refusing to recommend payment. In the latter case, the Contractor may make the necessary corrections and resubmit the application. If the Engineer still disagrees with a portion of the application, it will submit the application recommending the undisputed portion of the application to the Owner for payment and provide reasons for recommending non-payment of the disputed amount. Thirty days after presentation of the Application for Payment with the Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02B.2) become due and when due will be paid by the Owner to the Contractor. 2. Engineer's recommendation of any payment requested in an Application for Payment will 1 constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: 1 1 1 1 L� a. The Work has progressed to the point indicated; b. The quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. The conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. There may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: CITY OF BREMERTON a. To supervise, direct, or control the Work, or STANDARD GENERAL CONDITIONS 00700-59 1 b. For the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. To make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. To determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the wl opinion, it would be incorrect to mI Paragraph 14.02.13.2. Engineer may also because of subsequently discovered evidc tests, revise or revoke any such payment r as may be necessary in Engineer's opinion e or any part of any payment if, in Engineer's the representations to Owner stated in ;fuse to recommend any such payment or, e or the results of subsequent inspections or )mmendation previously made, to such extent protect Owner from loss because: a. The Work is defective, or completed Work has been damaged, requiring correction or replacement; b. The Contract Price has been reduced by Change Orders; c. Owner has been required to correct with Paragraph 13.09; or d. Engineer has actual knowledge of the Paragraph 15.02.A. C. Payment Becomes Dne: Work or complete Work in accordance of any of the events enumerated in 1. Thirty days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because a. Claims have been made against Owner on account of Contractor's performance or Q furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. There are other items entitling Owner to a set-off against the amount recommended; or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-60 1 1 1 I 1 1 1 1 1 11 1 1 C 1 d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.I and subject to interest as provided in the Agreement. 14.03 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When the Contractor considers the Work ready for its intended use, the Contractor shall notify the Owner and the Engineer in writing that the Work is substantially complete. The Contractor shall attach to this request a list of all work items that the Contractor knows are not complete and a request that the Engineer prepare a Notice of Substantial Completion and a Correction List of items to be completed before final payment. At a mutually -agreed time thereafter, the Owner, the Contractor, and the Engineer shall inspect the Work to determine the status of completion. If the Engineer does not consider the Work substantially complete, or does not consider the list of remaining work items to be comprehensive, the Engineer will notify the Contractor in writing giving the reasons therefor. If the Engineer considers the Work substantially complete, the Engineer will prepare and deliver to the Owner for its execution and recordation the Notice of Substantial Completion signed by the Engineer and Contractor, which shall fix the date of Substantial Completion. The Contractor shall complete all incomplete work and shall complete all items on the Correction List not later than 30 calendar days after the date of Substantial Completion B. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list. 14.05 Partial Utilization A. The Owner shall have the right to utilize or place into service any item of equipment or other usable portion of the Work prior to completion of the Work. Whenever the Owner plans to exercise said right, the Contractor will be notified in writing by the Owner, identifying the specific portion or portions of the Work to be so utilized or otherwise placed into service. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-61 B. The Contractor understands and agrees that ui all responsibility for care and maintenance of and that Paragraph 14.04 shall apply with res the Work. Upon issuance of said written no responsibility for the protection and mainten described in the written notice. C. The Contractor shall retain full responsibili regardless of whether a portion thereof has Contractor's one year correction period shall Completion for the Work. D. The Owner shall have the right to control, other suitable action with regard to the Work, E. No occupancy or separate operation of part of requirements of Paragraph 5.10 regarding prof 14.06 Final Inspection and unless such written notification is issued, of the Work shall be borne by the Contractor, A to certification of Substantial Completion of of Partial Utilization, the Owner will accept ,e of all such items or portions of the Work for satisfactory completion of the Work, n partially utilized by the owner, and the nmence only after the date of Substantial , repair, or modify the Work, or take any emergencies of any nature whatsoever. Work may occur prior to compliance with the v insurance. A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. When all incomplete Work has been complete accepted by the Engineer and Owner, and all of been satisfactory discharged, the Engineer wi execution and recordation the Notice of Final Cc by the Engineer and Contractor, which shall fix t 14.07 Final Payment A. Application for Payment: After the Contractor has, in the opinion of and corrected .all Defective Work, and h Documents, all maintenance and operatic certificates and Record Documents (as pro delivered the Notice of Final Completion a make application for final payment foll payments. 2. The final Application for Payment shall be by: a. All documentation called for in the the evidence of insurance required t CITY OF BREMERTON all Defective Work has been corrected or Contractor's duties and requirements have prepare and deliver to the Owner for its pletion and Acceptance of the Work, signed date of Final Completion and Acceptance. e Engineer, satisfactorily completed all Work delivered, in accordance with the Contract instructions, schedules, guarantees, Bonds, ied in Paragraph 6.12), And the Engineer has Acceptance of the Work, the Contractor may ,ing the procedure established for progress (except as previously delivered) Documents, including but not limited to ph 5.04. STANDARD GENERAL CONDITIONS 00700-62 1 1 1 t 1 1 1 1 1 1 1 1 1 1 b. Consent of the surety, if any, to final payment; c. A list of all Claims against Owner that Contractor believes are unsettled; and d. Complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. 2. After execution of the Notice of Final Completion and Acceptance of the Work by the Owner, and execution of the "Acceptance of Compensation and Release of All Claims" by the Contractor (as provided in Paragraph 14.09.13 of the General Conditions), the Owner will make final payment to the Contractor of the amount remaining after deducting all prior payments and all amounts to be kept or retained under the provisions of the Contract Documents, including the following items: CITY OF BREMERTON a. Liquidated damages, as applicable; and, b. Amounts withheld by Owner under Paragraph 14.02.13.1 which have not been released; and, Two times the value of outstanding items of correction work or Correction List items yet uncompleted or uncorrected, as applicable. All such work shall be completed or corrected to the satisfaction of the Owner within the time stated herein and on the Notice of Substantial Completion, otherwise the Contractor does hereby waive any and all claims to all monies withheld by the Owner to cover the value of all such uncompleted or uncorrected items. STANDARD GENERAL CONDITIONS 00700-63 C Payment Becomes Due: 1. Thirty days after the presentation to .accompanying documentation, the amount is entitled to set off against Engineer's liquidated damages, will become due and v D. Release of Retainage and Other Deductions 1. After executing the Notice of Final Comp more than 60 days thereafter, the Owner withheld pursuant to the Agreement, less the Owner pursuant to Paragraph 14.02.8, a. Certificates or releases obtained from Industries, Washington State Empl Revenue, and all other department activities of the Contractor have been b. Affidavits of Wages Paid for the Washington State Department of Owner. c. No claims, as provided by law, have d. The Owner has no claims under this ner of the Application for Payment and ommended by Engineer, less any sum Owner ;ommendation, including but not limited to be paid by Owner to Contractor. >n and Acceptance (Paragraph 14.06), and not 1 release to the Contractor the retained funds ✓ deductions to cover pending claims against vided the following conditions are met: Washington State Department of Labor and nent Security Department, Department of and agencies having jurisdiction over the wided to the Owner. actor and each subcontractor approved by and Industries have been provided to the filed against the retainage. e. Affidavit of total monies paid (if any) to each Minority Women Business Enterprise subcontractor utilized on the project. f. Executed Acceptance of Compensati the Engineer. 2. In the event that claims filed are not resole Contractor shall be paid such retainage less together with a sum determined by the Own and to cover attorney's fees, and any sums claims against the Contractor. 3. Upon expiration of the 60 day period ref withheld pursuant to the provisions of Par items will be paid to the Contractor; pr( corrected to the satisfaction of the Ownf Contractor does hereby waive any and all under this Agreement in an amount two tin uncorrected items. CITY OF BREMERTON and Release of All Claims form submitted to I at the end of the 45 day claim period, the nount sufficient to pay all claims or notices, to be sufficient to pay the cost of such action ;termined by the Owner sufficient to pay its -ed to in Paragraph 14.07.D.1, the amounts raph 14.02.13 and D, for all remaining work ded that said work has been completed or within the 30 day period. Otherwise, the aims for all monies withheld by the Owner the value of such remaining uncompleted or STANDARD GENERAL CONDITIONS 00700-64 r 14.08 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the apayment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance offinal payment will constitute: 1. A waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. A waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. 1 B. Acceptance of Compensation and Release of All Claims. 1 1 1 1 1 Before final payment will be made by the Owner, the Contractor will be required to sign the "Acceptance of Compensation and Release of All Claims" form stating the Contractor's acceptance of the final payment as the full and final amount due from the Owner. An example form is located in Appendix A. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Conse A. The occurrence of any one or more of the following events will justify termination for cause: CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-65 1. Contractor's persistent failure to perform Documents (including, but not limited to, suitable materials or equipment or failure t under Paragraph 2.07 as adjusted from time I 2. Contractor's disregard of Laws or 3. Contractor's disregard of the authority of 4. Contractor's violation in any substantial B. If one or more of the events identified in par, Contractor (and the surety, if any) seven day Contractor, exclude the Contractor from the Sit the Contractor's tools, appliances, construction the same to the full extent they could be used b trespass or conversion), incorporate in the Wor or for which the Owner has paid Contractor 1 Work as the Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15. any further payment until the Work is complet exceeds all claims, costs, losses, and damages ( of engineers, architects, attorneys, and other pr dispute resolution costs) sustained by Owner ar such excess will be paid to Contractor. If such unpaid balance, Contractor shall pay the differ damages incurred by Owner will be reviewed b so approved by Engineer, incorporated in a remedies under this Paragraph, Owner shall n Work performed. the Work in accordance with the Contract -ailure to supply sufficient skilled workers or i adhere to the Progress Schedule established o time pursuant to Paragraph 6.04); of any public body having jurisdiction; ; or of any provisions of the Contract Documents. raph 15.02A occur, Owner may, after giving written notice, terminate the services of the and take possession of the Work and of all of quipment, and machinery at the Site, and use Contractor (without liability to Contractor for all materials and equipment stored at the Site t which are stored elsewhere, and finish the 02.13, Contractor shall not be entitled to receive I If the unpaid balance of the Contract Price including but not limited_ to all fees and charges ofessionals and all court or arbitration or other ising out of or relating to completing the Work, claims, costs, losses, and damages exceed such ence to Owner. Such claims, costs, losses, and yEngineer as to their reasonableness and, when Change Order. When exercising any rights or no be required to obtain the lowest price for the D. Notwithstanding Paragraphs 15.02.13 and 15.02. if Contractor begins within seven days of recei failure to perform and proceeds diligently to cu receipt of said notice. E. Where Contractor's services have been so 1 any rights or remedies of Owner against accrue. Any retention or payment of m Contractor from liability. F. If and to the extent that Contractor has provic Paragraph 5.01.A, the termination procedures Paragraphs 15.02.13 and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor CITY OF BREMERTON Contractor's services will not be terminated of notice of intent to terminate to correct its such failure within no more than 30 days of ated by Owner, the termination will not affect 'actor then existing or which may thereafter due Contractor by Owner will not release a performance bond under the provisions of that bond shall supersede the provisions of Engineer, Owner may, without cause and STANDARD GENERAL CONDITIONS 00700-66 1 d, 1 1 r-, L h 1 1 1 1 1 1 without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplicatioA�"°of any items): 1. Completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. Expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 Contractor May. Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 60 days to pay Contractor any sum finally determined to be due, then Contractor may, upon Fourteen days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 60 days to pay Contractor any sum finally determined to be due, Contractor may, Fourteen days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Time Limitation and Jurisdiction. The Owner and Contractor hereby mutually agree that, for the convenience of both parties, any claims or causes of action which the Contractor has against the Owner shall be brought within 180 calendar days after the date of final written notification of Substantial Completion. It is further agreed by Owner and Contractor that all such claims or causes of action, if resolution is sought through litigation, shall be brought only in the Superior Court of Kitsap County, Washington B. Conditions Precedent. Before seeking claim resolution through litigation, the Contractor shall proceed under the administrative procedures required by Paragraphs 9.08 and 10.05. The CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-67 C. provisions of these Paragraphs must be complied with in full as conditions precedent to the Contractor's right to seek claim resolution through litigation. Attorney fees: In the event of litigation, each party shall pay its own .legal fees and costs through the duration of the litigation process. Neither party shall be required to reimburse the other party for legal fees or costs, regardless of the outcome. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Dc will be deemed to have been validly given if - 1. f 1. Delivered in person to the individual or to corporation for whom it is intended; or 2. Delivered at or sent by registered or ci address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the G to exclude the first and include the last day of falls on a Saturday or Sunday or on a day mai jurisdiction, such day will be omitted from the c 17.03 Cumulative Remedies A. The duties and obligations imposed by these C available hereunder to the parties hereto are in way as a limitation of, any rights and remed otherwise imposed or available by Laws or Re by other provisions of the Contract Document effective as if repeated specifically in the C particular duty, obligation, right, and remedy to 17.04 Survival of Obligations A. All representations, indemnifications, warran given in accordance with the Contract Doci indicated in the Contract Documents, will sur` of the Work or termination or completion of Contractor. 17.05 Controlling Law requires the giving of written notice, it a member of the firm or to an officer of the ed mail, postage prepaid, to the last business ract Documents by days, it will be computed ch period. If the last day of any such period a legal holiday by the law of the applicable feral Conditions and the rights and remedies Idition to, and are not to be construed in any available to any or all of them which are lations, by special warranty or guarantee, or The provisions of this Paragraph will be as itract Documents in connection with each hich they apply. es, and guarantees made in, required by, or nents, as well as all continuing obligations ve final payment, completion, and acceptance he Contract or termination of the services of A. This Contract is to be governed by .the laws of the State of Washington. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-68 1 1 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 17.07 Administrative Procedures and Forms A. Various administrative forms are required to be used by the Contractor or will be otherwise presented to the Contractor during the performance of the Work including: 1. Request for Clarification (RFC) 2. Shop Drawing Submittal/Transmittal 3. Work Change Directive 4. Change Order 5. Daily Force Account Report 6. Application and Certificate for Payment (Progress Payment Form) These forms will be distributed to the Contractor at the Preconstruction Conference referenced in Paragraph 2.06 or will be otherwise presented to the Contractor for signature as provided herein. 1.7.08 Right to Andit A. If the Contractor submits a claim to the Owner for additional compensation, the Owner shall have the right, as a condition to considering the claim, and as a basis for evaluation of the claim, and until the claim has been settled, to audit the Contractor's books to the extent they are relevant. This right shall include the right to examine books, records, documents, and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted. The right to audit shall include the right to inspect the Contractor's plant, or such parts thereof, as may be or have been engaged in the performance of the Work. The Contractor further agrees that the right to audit encompasses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein provided for shall be exercisable through such representatives as the Owner deems desirable during the Contractor's normal business hours at the office of the Contractor. The Contractor e shall make available to the Owner for auditing, all relevant accounting records and documents, and other financial data, and upon request, shall submit true copies of requested records to the Owner. 17.09 Severability A. If any term or provision of this Agreement is declared invalid or unenforceable by any court of lawful jurisdiction, the remaining terms and provisions of the Agreement shall not be affected thereby and shall remain in full force and effect. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-69 e 17.10 Waiver A. The waiver by the Owner of any breach or vioh Agreement or of any provision, ordinance, orl other term, covenant, condition, ordinance, or 1,� the same or of any other term, covenant, conditi( of any monies or fee by the Owner which may bl a waiver of any preceding breach or violation bN this Agreement or of any applicable law or ordin, ARTICLE 18 — WASHINGTON STATE 18.01 Trench Excavation Safety Systems A. As required by RCW 39.04.180, on public i exceed a depth of four feet, any contract thf the trench excavation that meet the requirer Safety and Health Act, Chapter 49.17 RCW. estimates and bidding forms as a separate ite be considered as incidental to any other coni safety systems as an incidental cost is prohibi 18.02 Payment of Prevailing Wages Ition of any term, covenant or condition of this iw shall not be deemed to be a waiver of any Iw or of any subsequent breach or violation of )n, ordinance, or law. The subsequent payment -come due hereunder shall not be deemed to be Contractor or any term, covenant, condition of ks projects in which trench excavation will or shall require adequate safety systems for is of the Washington Division of Industrial his requirement shall be included in the cost The costs of trench safety systems shall not t item and any attempt to include the trench A. In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented, and any regulations adopted pursuant to these statutes, there shall be paid to all laborers, workmen or mechanics employed on this contract at least the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the Contractor and any laborers, workmen, mechanics or subcontractors. B.. The prevailing wage rates to be in force during the duration of this contract are included in Attachment A located at the end of the Suppleinentary Conditions. However, the Contractor shall be obligated to confirm that the rates are current and conform to the controlling statutes and regulations. Any wage deficiencies shall be at the Contractor's sole risk and expense. The wage rates shall be included as part of any subcontractors the Contractor may enter into for work on this project. C. The "prevailing rate of wage" shall be the rate of hourly wage, usual benefits, and overtime paid in the locality, as hereinafter defined, to the majority of workmen, laborers, or mechanics, in the same trade or occupation. In the event that there is not a majority in the same trade or occupation paid at the same rate, then the average rate of hourly wage and overtime paid to such laborers, workmen or mechanics in the same trade or occupation shall be the prevailing rate. If the wage paid by any contractor to laborers, workmen or mechanics on any public work is based on some period of time other than an hour, the hourly wage for the purposes of this shall be mathematically determined by the number of hours worked in such period of time. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-70 1 D. The "locality" shall be the largest city in the county wherein the physical work is being performed. E. The "usual benefits" shall include the amount of: 1. The rate of contribution irrevocably made by the Contractor to a trustee, or to a trustee or to a third person pursuant to a fund, plan, or program; and 2. The rate of costs to the Contractor which may be reasonably anticipated in providing benefits to workmen, laborers, and mechanics pursuant to an enforceable commitment to carry out a financially responsible plan or program which was communicated in writing to the workmen, laborers, and mechanics affected, for medical or hospital care, pensions on retirement or death, compensation for injuries or illness resulting from occupational activity, or insurance to provide any of the foregoing, for unemployment benefits, life insurance, disability and sickness insurance, or accident insurance, for vacation and holiday pay, for defraying costs of apprenticeship or other similar programs, or for other bona fide fringe benefits, but only where the Contractor is not required by other Federal, state or local law to provide any of such benefits. F. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this contract will be performed as determined by the industrial Statistician of the Department of Labor and Industries, are by reference made a part of this contract as though fully set forth herein. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all Contractors familiarize themselves with the current wage rates before submitting their bids based on these specifications on projects governed by wage rates determined by the State of Washington Department of Labor and Industries and the U.S. Secretary of Labor. If there is a difference between the two in the prevailing rate of wage for a similar classification of labor, the Contractor shall pay not less than the wage which is the higher of the two. G. The Contractor, on or before the date of commencement of work, shall file a statement under oath with the Owner and with the director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen, or mechanics employed upon the work by the Contractor or Subcontractor which shall be not less than the prevailing rate of wage. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. H. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and his decision therein shall be final and conclusive and binding on all parties involved in the dispute. I. Prior to commencing work, each contractor and each and every subcontractor shall file a sworn statement of intent with the Owner and with the Department of Labor and Industries as to the prevailing wage rate, including fringe benefits, for each job classification to be utilized. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-71 J. Each application for payment submitted by a, shall state that prevailing wages have been pail statements of intent on file with the Departmel Industrial Statistician. K. At the conclusion of the project, the Contrac of wages paid and request for release to certification by the Director. Release of re certification by the Director has been rec requirements of the law have been satisfied. 18.03 Water Pollution Control Requirements A. The Contractor shall conduct the Work in laws. The Contractor shall comply with violations under Chapter 90.48 RCW, in pe 18.04 Prevention of'Environmental Pollution & A. The following list represents those feder regulations pertinent to the preservation of I Owner that may affect or are affected by the related regulations prior to submitting bids. :ontractor for payment on a project estimate in accordance with the pre -filed statement or t of Labor and Industries as approved by the and its subcontractors shall submit affidavits Department of Labor and Industries for age on the contract shall be withheld until ;d by the Owner that the prevailing wage ordance with all applicable pollution control 1 be liable for all penalties, damages, and nance of the Work. of Public Natural Resources state and local statutes, ordinances and c natural resources currently known to the rk. Bidders shall review such materials and 1. Federal. National Environmental Policy Act of 1969, 42 USGC 4321 et. seq; Executive Order 11514; Clean Water Act, 33 USGC 1251 et seq. 2. STATE. Water Pollution Control Act, Chi Act of 1971, Chapter 43.21 C RCW and WE Chapter 70.107 RCW; Washington Clean A 173-400; Shoreline Management Act of 197 END OF iter 90.48 RCW; State Environmental Policy C Chapter 197-11; Noise Control Act of 1974, r Act, Chapter 70.94 RCW and WAC Chapter ; Chapter 90.58 RCW. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00700-72 t 1 SUPPLEMENTARY CONDITIONS SECTION 00 73 13 GENERAL These Supplementary Conditions (SC's) amend or supplement the Standard General Conditions (General Conditions) of the Construction Contract and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 5 — BONDS AND INSURANCE SC — 5.04.C.5 Builder's Risk insurance: Builder's Risk Insurance is not required for this project. 5 SC — 5.04.C.5.a Replace the words "all risks" in the first sentence of this section to read: "all perils". SC — 5.04.G Delete Paragraph 5.04.G of the General Conditions in its entirety and replace it with the following: G. The Contractor shall provide the Owner and all additional insureds with written notice of any policy cancellation within ten calendar days of receipt of such notice. Failure to maintain the insurance required shall constitute a material breach of contract, upon which Owner may, after giving seven calendar days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Owner on demand, or at the sole discretion of the Owner, offset against funds due the Contractor from the owner. SC — 5.04.1-11 Add the following new paragraph to Section 5.04. H. All costs for insurance, including but not limited to premiums, deductible payments or self- insured retention shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES SC — 6.02.E Add the following at the end of Section 6.02: Regular working hours shall be 8 hours per day, with maximum 1 hour for lunch break, 5 days per week, Monday thru Friday, no more than 40 work hours perweek. The hours of work may be between 7 a.m. and 5 p.m. Work outside these parameters is not permitted unless requested by the Contractor in writing and approved by the Owner in writing. A 10 -hour day, four days per week, will be permitted, but must be requested in writing prior to the actual work. The Contractor shall submit their work schedule at the pre -construction meeting. Any change in schedule shall be requested minimum 72 hours before the actual change. When work hours are greater than 8 hours per day (or 10 hours per day if approved) or more than 40 hours per week, this shall be considered overtime. The Contractor shall notify the Owner minimum 72 hours before the actual work when intending to work overtime. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SUPPLEMENTARY CONDITIONS 007313-1 SC —6.20.A. 10 Add the following paragraph to Section 6.201 A. CONTRACTOR may rely upon the general accuracy of the technical data contained in reports and drawings listed below, except for such physical dimensions that can be field verified. The reports are available at from the Engineer upon request. The following reports and drawings shall not be understood to be� and are NOT Contract Documents. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their consultants,' subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from all claims and liability arising under, by reason of, related, or incidental to the Contract Documentsior any performance of the Work, but not from the sole negligence or willful misconduct of the Owner and/or the Engineer. Such indemnification by the Contractor shall include, but not be limited to, the following: SC — 6.20.E. Add the following at the end of Paragraph 6.20 of the General Conditions: E. The provisions of this section shall survive the expiration or termination of this contract. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement SUPPLEMENTARY CONDITI 007313-2 1 1 1 1 l 1 I j,", Attachment A PREVAILING WAGE RATES FOR KITSAP COUNTY This page left intentionally blank. 1 r I 1 i i 1 1 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 12/12/2016 County . � Trade}46� �= -- - Job Classification = rWage:� Holitlay Overtime Nofes- Kitsap Asbestos Abatement Workers Journey Level $45.25 5D 1 H Kitsap Boilermakers Journey Level $30.34 1 Kitsap Brick Mason Journey Level $54.32 5A 1 M Kitsap Brick Mason Pointer -Caulker -Cleaner $54.32 5A 1 M Kitsap Building Service Employees Janitor $9.47 1 Kitsap Building Service Employees Shampooer $9.47 1 Kitsap Building Service Employees Waxer $9.47 1 Kitsap Building Service Employees Window Cleaner $13.22 1 Kitsap Cabinet Makers (In Shop) Journey Level $23.72 1 Kitsap Carpenters Acoustical Worker $55.51 5D 4C Kitsap Carpenters Bridge, Dock And Wharf Carpenters $55.51 5D 4C Kitsap Carpenters Carpenter . $55.51 5D 4C Kitsap Carpenters Carpenters on Stationary Tools $55.64 5D 4C Kitsap Carpenters Creosoted Material $55.61 5D 4C Kitsap Carpenters Floor Finisher $55.51 5D 4C Kitsap Carpenters Floor Layer $55.51 5D 4C Kitsap Carpenters Scaffold Erector $55.51 5D 4C Kitsap Cement Masons Journey Level $55.56 7A 1M Kitsap Divers & Tenders Diver $108.77 5D 4C 8A Kitsap Divers & Tenders Diver On Standby $66.05 5D 4C Kitsap Divers & Tenders Diver Tender $59.88 5D 4C Kitsap Divers & Tenders Surface Rcv & Rov Operator $59.88 5D 4C Kitsap Divers & Tenders Surface Rcv & Rov Operator Tender $55.76 5A 4C Kitsap Dredge Workers Assistant Engineer $56.44 5D 3F Kitsap Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F Kitsap Dredge Workers Boatmen $56.44 5D 3F Kitsap Dredge Workers Engineer Welder $57.51 5D 3F Kitsap Dredge Workers Leverman, Hydraulic $58.67 5D 3F Kitsap Dredge Workers Mates $56.44 5D 3F Kitsap Dredge Workers Oiler $56.00 5D 3F Kitsap Drywall Applicator Journey Level $55.51 5D 1 H Kitsap Drywall Tapers Journey Level $55.66 5P 1 E Kitsap Electrical Fixture Maintenance Workers Journey Level $31.74 1 Kitsap Electricians - Inside Journey Level $51.26 1 Kitsap Electricians - Motor Shop Craftsman $15.37 1 City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 1 Goun Trade, Job Gtassificafion _ _ � g ;Ho'liday �Overt�me Notes; Kitsap Electricians - Motor Shop liourney Level $14.69 1 Kitsap Electricians - Powerline Construction Cable Splicer $71.85 5A 4D Kitsap Electricians - Powerline Construction Certified Line W61der $65.71 5A 4D Kitsap Electricians - Powerline Construction Groundperson $44.12 5A 4D Kitsap Electricians - Powerline Construction Heavy Line Equipment Operator $65.71 5A 4D Kitsap Electricians - Powerline Construction Journey Level Lineperson $65.71 5A 4D Kitsap Electricians - Powerline Construction Line Equipment Operator $55.34 5A 4D Kitsap Electricians - Powerline Construction Pole Sprayer $65.71 5A 4D Kitsap Electricians - Powerline Construction Powderperson $49.16 5A 4D Kitsap Electronic Technicians Journey Level $44.76 7E 1 D Kitsap Elevator Constructors Mechanic $85.45 7D 4A Kitsap ,Elevator Constructors Mechanic In Charge $92.35 7D 4A Kitsap Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $13.50 1 Kitsap Fence Erectors Fence Erector $13.80 1 Kitsap Fence Erectors Fence Laborer $11.60 1 Kitsap Flaggers Journey Level $38.36 7A 31 Kitsap Glaziers Journey Level $58.31 7L 1Y Kitsap Heat & Frost Insulators And Asbestos Workers Journeyman $65.43 5J 1S Kitsap Heating Equipment Mechanics Journey Level $75.46 7F 1 E Kitsap Hod Carriers & Mason Tenders Journey Level $46.66 7A 31 Kitsap Industrial Power Vacuum Cleaner Journey Level $29.89 1 Kitsap Inland Boatmen Boat Operator $56.78 5B 1K Kitsap Inland Boatmen Cook $53.30 5B 1K Kitsap Inland Boatmen Deckhand $53.30 5B 1K Kitsap Inland Boatmen Deckhand Engineer $54.32 513 1K Kitsap Inland Boatmen Launch Operator $55.57 5B 1K Kitsap Inland Boatmen Mate $55.57 5B 1K Kitsap Inspection/Cleaning/Sealing Of Sewer & Cleaner Operator, Foamer Water Systems By Remote Control Operator $9.73 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Grout Truck Operator Water Systems By Remote Control $11.48 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Head Operator Water Systems By Remote Control $12.78 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Tv Truck Operator Water Systems By Remote Control $24.17 1 Kitsap Insulation Applicators Journey Level $55.51 5D 4C Kitsap Ironworkers Journeyman $65.53 7N 10 Kitsap Laborers Air, Gas Or Electric Vibrating Screed $45.25 7A 31 Kitsap Laborers Airtrac Drill Operator $46.66 7A 31 Kitsap Laborers Ballast Regular Machine $45.25 7A 31 Kitsap Laborers Batch Weighman $38.36 7A 31 Kitsap Laborers Brick Pavers $45.25 7A 31 Kitsap Laborers Brush Cutter $45.25 7A 31 Kitsap Laborers Brush Hog Feeder $45.25 7A 31 Kitsap Laborers Burner $45.25 7A 31 Kitsap Laborers Caisson Worker $46.66 7A 31 Kitsap Laborers Tender Carpenter$45.25 7A 31 Kitsap Laborers Caulker $45.25 7A 31 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 2 1 I i 1 1 i� [7 Conty ,: Trade = = _ Job Classification a Wages kq0@4 Overtime Notes Kitsap Laborers Cement Dumper -paving $46.09 7A 31 Kitsap Laborers Cement Finisher Tender $45.25 7A 31 Kitsap Laborers Change House Or Dry Shack $45.25 7A 31 Kitsap Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 Kitsap Laborers Chipping Gun(30 Lbs. And Over) $46.09 7A 31 Kitsap Laborers Choker Setter $45.25 7A 31 Kitsap Laborers Chuck Tender $45.25 7A 31 Kitsap Laborers Clary Power Spreader $46.09 7A 31 Kitsap Laborers Clean-up Laborer $45.25 7A 31 Kitsap Laborers Concrete Dumper/chute Operator $46.09 7A 31 Kitsap Laborers Concrete Form Stripper $45.25 7A 31 Kitsap Laborers Concrete Placement Crew $46.09 7A 31 Kitsap Laborers Concrete Saw Operator/core Driller $46.09 7A 31 Kitsap Laborers Crusher Feeder $38.36 7A 31 Kitsap Laborers Curing Laborer $45.25 7A 31 Kitsap Laborers Demolition: Wrecking & Moving (incl. Charred Material) $45.25 7A 31 Kitsap Laborers Ditch Digger $45.25 7A 31 Kitsap Laborers Diver $46.66 7A 31 Kitsap Laborers Drill Operator (hydraulic,diamond) $46.09 7A 31 Kitsap Laborers Dry Stack Walls $45.25 7A 31 Kitsap Laborers Dump Person $45.25 7A 31 Kitsap Laborers Epoxy Technician $45.25 7A 31 Kitsap Laborers Erosion Control Worker $45.25 7A 31 Kitsap Laborers Faller & Bucker Chain Saw $46.09 7A 31 Kitsap Laborers Fine Graders $45.25 7A 31 Kitsap Laborers Firewatch $38.36 7A 31 Kitsap Laborers Form Setter $45.25 7A 31 Kitsap Laborers Gabian Basket Builders $45.25 7A 31 Kitsap Laborers General Laborer $45.25 7A 31 Kitsap Laborers Grade Checker & Transit Person $46.66 7A 31 Kitsap Laborers Grinders $45.25 7A 31 Kitsap Laborers Grout Machine Tender $45.25 7A 31 Kitsap Laborers Groutmen (pressure)including Post Tension Beams • $46.09 7A 31 Kitsap Laborers Guardrail Erector $45.25 7A 31 Kitsap Laborers Hazardous Waste Worker (level A) $46.66 7A 31 Kitsap Laborers Hazardous Waste Worker (level B) $46.09 7A 31 Kitsap Laborers Hazardous Waste Worker (level C) $45.25 7A 31 Kitsap Laborers High Scaler $46.66 7A 31 City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 3 County , Traded _ _r., ; AJgb Classificatnon Wage Holiday _OvertimeNot_esi Kitsap Laborers Jackhammer $46.09 7A 31 Kitsap Laborers Laserbeam Operator $46.09 7A 31 Kitsap Laborers Maintenance Person $45.25 7A 31 Kitsap Laborers Manhole Builder-mudman $46.09 7A 31 Kitsap Laborers Material Yard Pe son $45.25 7A 31 Kitsap Laborers Motorman -dinky, ocomotive $46.09 7A 31 Kitsap Laborers Nozzleman (concrete Pump, Green Cutter Whien Using Combination Of High Pressure Air & Water On Concrete & Rocky, Sandblast, Gunite, Shotcrete, Water Bla $46.09 7A 31 Kitsap Laborers Pavement Breaker $46.09 7A 31 Kitsap Laborers Pilot Car $38.36 7A 31 Kitsap Laborers Pipe Layer Lead $46.66 7A 31 Kitsap Laborers Pipe Layer/tailor $46.09 7A 31 Kitsap Laborers Pipe Pot Tender $46.09 7A 31 Kitsap Laborers Pipe Reliner $46.09 7A 31 Kitsap Laborers Pipe Wrapper $46.09 7A 31 Kitsap Laborers Pot Tender $45.25 7A 31 Kitsap Laborers Powderman $46.66 7A 31 Kitsap Laborers Powderman's He per $45.25 7A 31 Kitsap Laborers Power Jacks $46.09 7A 31 Kitsap Laborers Railroad Spike Puller - Power $46.09 7A 31 Kitsap Laborers Raker - Asphalt $46.66 7A 31 Kitsap Laborers Re-timberman $46.66 7A 31 Kitsap Laborers Remote Equipment Operator $46.09 7A 31 Kitsap Laborers Rigger/signal Person $46.09 7A 31 Kitsap Laborers Rip Rap Person $45.25 7A 31 Kitsap Laborers Rivet Buster $46.09 7A 31 Kitsap Laborers Rodder $46.09 7A 31 Kitsap Laborers Scaffold Erector $45.25 7A 31 Kitsap Laborers Scale Person $45.25 7A 31 Kitsap Laborers Sloper (over 20)" $46.09 7A 31 Kitsap Laborers Sloper Sprayer $45.25 7A 31 Kitsap Laborers Spreader (concrete) $46.09 7A 31 Kitsap Laborers Stake Hopper $45.25 7A 31 Kitsap Laborers Stock Piler $45.25 7A 31 Kitsap Laborers Tamper & Similarl Electric, Air & Gas Operated ools $46.09 7A 31 Kitsap Laborers Tamper (multiple & Self - propelled) $46.09 7A 31 Kitsap Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $46.09 7A 31 Kitsap Laborers Toolroom Person (at Jobsite) $45.25 7A 31 Kitsap Laborers Topper $45.25 7A 31 Kitsap Laborers Track Laborer $45.25 7A 31 Kitsap Laborers Track Liner (power) $46.09 7A 31 Kitsap Laborers Traffic Control Laborer $41.02 7A 31 8R Kitsap Laborers Traffic Control Su ervisor $41.02 7A 31 8R Kitsap Laborers Truck Spotter $45.25 7A 31 City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 4 I I 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 5 I'M ;0*#!(� -Now -Kitsap Laborers Tugger Operator $46.09 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 0-30 psi $83.12 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi $88.15 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $91.83 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $97.53 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $99.65 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $104.75 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $106.65 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $108.65 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $110.65 7A 31 8Q Kitsap Laborers Tunnel Work-Guage and $46.76 7A 31 8Q Lock Tender Kitsap Laborers Tunnel Work -Miner $46.76 7A 31 8Q Kitsap Laborers Vibrator $46.09 7A 31 Kitsap Laborers Vinyl Seamer $45.25 7A 31 Kitsap Laborers_ Watchman $34.86 7A 31 Kitsap Laborers Welder $46.09 7A 31 Kitsap Laborers Well Point Laborer $46.09 7A 31 Kitsap Laborers Window Washer/cleaner $34.86 7A 31 Kitsap Laborers - Underground Sewer & Water General Laborer & Topman $45.25 7A 31 Kitsap Laborers - Underground Sewer & Water Pipe Layer $46.09 7A 31 Kitsap Landscape Construction Irrigation Or Lawn Sprinkler Installers $9.47 1 Kitsap Landscape Construction Landscape Equipment Operators Or Truck Drivers $10.05 1 Kitsap Landscape Construction Landscaping Or Planting Laborers $12.92 1 Kitsap Lathers JOURNEY LEVEL $21.00 1 Kitsap Marble Setters Journey Level $54.32 5A 1 M Kitsap Metal Fabrication (In Shop) Fitter $26.96 1 Kitsap Metal Fabrication (In Shop) Laborer $9.47 1 Kitsap Metal Fabrication (In Shop) Machine Operator $13.83 1 Kitsap Metal Fabrication (In Shop) Welder $13.83 1 Kitsap Millwright Journey Level $44.89 1 Kitsap Modular Buildings Cabinet Assembly $11.56 1 Kitsap Modular Buildings Electrician $11.56 1 Kitsap Modular Buildings Equipment Maintenance $11.56 1 Kitsap Modular Buildings Plumber $11.56 1 Kitsap Modular Buildings Production Worker $9.47 1 Kitsap Modular Buildings Tool Maintenance $11.56 1 Kitsap Modular Buildings Utility Person $11.56 .1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 5 Gounty Trade` = , < �Job?Ci,assification_ Wager Holida y Overtime Notes Kitsap Modular Buildings Welder $11.56 1 Kitsap Painters Journey Level $40.60 6Z 2B Kitsap Pile Driver Journey Level $55.76 5D 4C Kitsap Plasterers Journey Level $53.20 7Q 1 R Kitsap Playground & Park Equipment Installers Journey Level $9.47 1 Kitsap Plumbers & Pipefitters Journey Level $65.52 5A 1G Kitsap Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P Kitsap Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P Kitsap Power Equipment Operators Barrier Machine (zipper) $58.17 7A 3C 8P Kitsap Power Equipment Operators Batch Plant Operator, Concrete $58.17 7A 3C 8P Kitsap Power Equipment Operators Bobcat $55.21 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition Equipment $55.21 7A 3C 8P Kitsap Power Equipment Operators Brooms $55.21 _ 7A 3C 8P Kitsap Power Equipment Operators Bump Cutter $58.17 7A 3C 8P Kitsap Power Equipment Operators Cableways $58.69 7A 3C 8P Kitsap Power Equipment Operators Chipper $58.17 7A 3C 8P Kitsap Power Equipment Operators Compressor $55.21 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over $58.69 7A 3C 8P 42 M Kitsap Power Equipment Operators Concrete Finish Machine - laser Screed $55.21 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $57.72 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attac ment Up To $58.17 7A 3C 8P 42m Kitsap Power Equipment Operators Conveyors $57.72 7A 3C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and $60.47 7A 3C 8P over Kitsap Power Equipment Operators Cranes: 20 Tons! Through 44 $58.17 7A 3C 8P Tons With Attachments Kitsap Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With $59.28 7A 3C 8P Attachments) Kitsap Power Equipment Operators Cranes: 200 tons 299 tons, or 2505€TM of boom including $59.88 7A 3C 8P jib with attachments Kitsap Power Equipment Operators Cranes: 300 tons and over or 3005ETM of boom including jib $60.47 7A 3C 8P with attachments Kitsap Power Equipment Operators Cranes: 45 TonsThrough 99 Tons, Under 150' Of Boom (including Jib With $58.69 7A 3C 8P Attachments) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 6 r i 1 i f County °a Trade _" Job Classification Mage'__ Holiday Overtire Notes Kitsap Power Equipment Operators Cranes: A frame,,;10 Tons And Under $55.21 7A 3C 8P Kitsap Power Equipment Operators Cranes: Friction cranes through 199 tons $59.88 7A 3C 8P Kitsap Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame $57.72 7A 3C 8P Over 10 Tons Kitsap Power Equipment Operators Crusher $58.17 7A 3C 8P Kitsap Power Equipment Operators Deck Engineer/deck Winches (power) $58.17 7A 3C 8P Kitsap Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P Kitsap Power Equipment Operators Dozers D-9 & Under $57.72 7A 3C 8P Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $57.72 7A 3C 8P Kitsap Power Equipment Operators Drilling Machine $59.28 7A 3C 8P Kitsap Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $55.21 7A 3C 8P Kitsap Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar $58.17 7A 3C 8P Equipment Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $57.72 7A 3C 8P Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $55.21 7A 3C 8P Kitsap Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $58.17 7A 3C 8P Kitsap Power Equipment Operators Gradechecker/stakeman $55.21 7A 3C 8P Kitsap Power Equipment Operators Guardrail Punch $58.17 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating Off- Road $58.69 7A 3C 8P Equipment 45 Yards. & Over Kitsap Power Equipment Operators Hard Tail End Dump Articulating Off-road $58.17 7A 3C 8P Equipment Under 45 Yards Kitsap Power Equipment Operators Horizontal/directional Drill Locator $57.72 7A 3C 8P Kitsap Power Equipment Operators Horizontal/directional Drill Operator $58.17 7A 3C 8P Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $57.72 7A 3C 8P Kitsap Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $55.21 7A 3C 8P Kitsap Power Equipment Operators Loader, Overhead 8 Yards. & Over $59.28 7A 3C 8P Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $58.69 7A 3C 8P Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P Kitsap Power Equipment Operators Locomotives, All $58.17 7A 3C 8P Kitsap Power Equipment Operators IMaterial Transfer Device $58.17 7A 3C 8P City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 7 County TradeT� Job Classification = -Wage= Ho_ liday Overtime Notes Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Mechanics, All (leadmen - Underground Sewer & Water $0.50 Per Hour Over $59.28 7A 3C 8P Mechanic) Kitsap Power Equipment Operators- Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Underground Sewer & Water Tunnel Drill, Boring, Road $58.69 7A 3C 8P Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower Underground Sewer & Water Distribution & Mulch Seeding $55.21 7A 3C 8P Operator Kitsap Power Equipment Operators- Outside Hoists (elevators And Underground Sewer & Water Manlifts), Air Tuggers,strato $57.72 7A 3C 8P Kitsap Power Equipment Operators- Overhead, Bridge Type Underground Sewer & Water Crane: 20 Tons Through 44 $58.17 7A 3C 8P Tons Kitsap Power Equipment Operators- Overhead, Bridge Type: 100 $59.28 7A 3C 8P Underground Sewer & Water Tons And Over Kitsap Power Equipment Operators- Overhead, Bridge Type: 45 $58.69 7A 3C 8P Underground Sewer & Water Tons Through 991 Tons Kitsap Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Pile Driver (other Than Crane $58.17 7A 3C 8P Underground Sewer & Water Mount) : , Kitsap Power Equipment Operators- Plant Oiler - Asp alt, Crusher $57.72 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Pumps - Water $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And $58.69 7A 3C 8P Underground Sewer & Water Over Kitsap Power Equipment Operators- Quick Tower - No Cab, Under Underground Sewer & Water 100 Feet In Heigt Based To ll $55.21 7A 3C 8P Boom Kitsap Power Equipment Operators- Remote Control Operator On Underground Sewer & Water Rubber Tired Earth Moving $58.69 7A 3C 8P Equipment Kitsap Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Rigger/Signal Person, $57.72 7A 3C 8P Underground Sewer & Water Bellman (Certified) 10027142 City of Bremerton Reservoir 4 Cover Replacemept Project Attachment A - 12 1 1 1 i r t 1 1 t Gountyn -Trade_ _ F . - Jol� Classification s _Wage Holiday _O�ertime Notes: Kitsap Power Equipment Operators Service Engineers - Equipment $57.72 7A 3C 8P� Kitsap Power Equipment Operators Shotcrete/gunite Equipment $55.21 7A 3C 8P Kitsap Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric $57.72 7A 3C 8P Tons. Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 $58.69 7A 3C 8P Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric $58.17 7A 3C 8P Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 $59.28 7A 3C 8P Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $59.88 7A 3C 8P Kitsap Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P Kitsap Power Equipment Operators Spreader, Topsider & Screedman $58.69 7A 3C 8P Kitsap Power Equipment Operators Subgrader Trimmer $58.17 7A 3C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $59.28 7A 3C 8P Kitsap Power Equipment Operators Tower Crane: over 175AE TM through 250AETM in height, $59.88 7A 3C 8P base to boom Kitsap Power Equipment Operators Tower Cranes: over 250AETM in height from base to boom $60.47 7A 3C 8P Kitsap Power Equipment Operators Transporters, All Track Or Truck Type $58.69 7A 3C 8P Kitsap Power Equipment Operators Trenching Machines $57.72 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $58.17 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $57.72 7A 3C 8P Kitsap Power Equipment Operators Truck Mount Portable Conveyor $58.17 7A 3C 8P Kitsap Power Equipment Operators Welder $58.69 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $55.21 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P Kitsap Power Equipment Operators- Asphalt Plant Operators Underground Sewer & Water $58.69 7A 3C 8P Kitsap Power Equipment Operators- Assistant Engineer Underground Sewer & Water $55.21 7A 3C 8P Kitsap I Power Equipment Operators- Barrier Machine (zipper) Underground Sewer & Water $58.17 7A 3C 8P Kitsap Power Equipment Operators- Batch Plant Operator, Underground Sewer & Water Concrete $58.17 7A 3C 8P City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 9 C_ounTrade tY _ a _114h z rJob-�lassificaton Wage Holiday O�erteme Notes: Kitsap Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Brokk - Remote Demolition $55.21 7A 3C 8P Underground Sewer & Water Equipment Kitsap Power Equipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Cableways $58.69 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Chipper $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Compressor $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Concrete Pump: Truck Mount Underground Sewer & Water With Boom Attachment Over $58.69 7A 3C 8P 42 M Kitsap Power Equipment Operators- Concrete Finish Machine - $55.21 7A 3C 8P Underground Sewer & Water laser Screed Kitsap Power Equipment Operators- Concrete Pump - Mounted Or Underground Sewer & Water Trailer High Pressure Line Pump, Pump High Pressure. $57.72 7A 3C 8P Kitsap Power Equipment Operators- Concrete Pump: Truck Mount Underground Sewer & Water With Boom Attachment Up To $58.17 7A 3C 8P 42m Kitsap Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Cranes Friction: 2.00 tons and $60.47 7A 3C 8P Underground Sewer & Water over Kitsap Power Equipment Operators- Cranes: 20 Tons Through 44 $58-17 7A 3C 8P Underground Sewer & Water Tons With Attachments Kitsap Power Equipment Operators- Cranes: 100 Tons Through Underground Sewer & Water 199 Tons, Or 1501 Of Boom (Including Jib With $59.28 7A 3C 8P Attachments) Kitsap Power Equipment Operators- Cranes: 200 tons 299 tons, Underground Sewer & Water or 2505€TM of boom including $59.88 7A 3C 8P jib with attachments Kitsap Power Equipment Operators- Cranes: 300 tons and over or Underground Sewer & Water 3005€TM of boom including jib $60.47 7A 3C 8P with attachments Kitsap Power Equipment Operators- Cranes: 45 TonsThrough 99 Underground Sewer & Water Tons, Under 150' �Of Boom (including Jib With $58.69 7A 3C 8P Attachments) Kitsap Power Equipment Operators- Cranes: A -frame = 10 Tons Underground Sewer & Water And Under $55.21 7A 3C 8P Kitsap Power Equipment Operators- Cranes: Friction cranes $59.88 7A 3C 8P Underground Sewer & Water through 199 tons 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 10 1 1 1 1 1 Countyi - Trade_ _ _ Job Classification _ _Wage Holiday Q�ertime Notes; Kitsap Power Equipment Operators- Cranes: Through -j,9 Tons Underground Sewer & Water With Attachments A -frame $57.72 7A 3C 8P Over 10 Tons Kitsap Power Equipment Operators- Crusher Underground Sewer & Water $58.17 7A 3C 8P Kitsap Power Equipment Operators- Deck Engineer/deck Winches Underground Sewer & Water (power) $58.17 7A 3C 8P Kitsap Power Equipment Operators- Derricks, On Building Work Underground Sewer & Water $58.69 7A 3C 8P Kitsap Power Equipment Operators- Dozers D-9 & Under Underground Sewer & Water $57.72 7A 3C 8P Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Underground Sewer & Water Truck Or Crane Mount $57.72 7A 3C 8P Kitsap Power Equipment Operators- Drilling Machine Underground Sewer & Water $59.28 7A 3C 8P Kitsap Power Equipment Operators- Elevator And Man -lift: Underground Sewer & Water Permanent And Shaft Type $55.21 7A 3C 8P Kitsap Power Equipment Operators- Finishing Machine, Bidwell Underground Sewer & Water And Gamaco & Similar $58.17 7A 3C 8P Equipment Kitsap Power Equipment Operators- Forklift: 3000 Lbs And Over Underground Sewer & Water With Attachments $57.72 7A 3C 8P Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. Underground Sewer & Water With Attachments $55.21 7A 3C 8P Kitsap Power Equipment Operators- Grade Engineer: Using Blue Underground Sewer & Water Prints, Cut Sheets, Etc $58.17 7A 3C 8P Kitsap Power Equipment Operators- Gradechecker/stakeman Underground Sewer & Water $55.21 7A 3C 8P Kitsap Power Equipment Operators- Guardrail Punch Underground Sewer & Water $58.17 7A 3C 8P Kitsap Power Equipment Operators- Hard Tail End Dump Underground Sewer & Water Articulating Off- Road $58.69 7A 3C 8P Equipment 45 Yards. & Over Kitsap Power Equipment Operators- Hard Tail End Dump Underground Sewer & Water Articulating Off-road $58.17 7A 3C 8P Equipment Under 45 Yards Kitsap Power Equipment Operators- Horizontal/directional Drill Underground Sewer & Water Locator $57.72 7A 3C 8P Kitsap Power Equipment Operators- Horizontal/directional Drill Underground Sewer & Water Operator $58.17 7A 3C 8P Kitsap Power Equipment Operators- Hydralifts/boom Trucks Over Underground Sewer & Water 10 Tons $57.72 7A 3C 8P Kitsap Power Equipment Operators- Hydralifts/boom Trucks, 10 Underground Sewer & Water Tons And Under $55.21 7A 3C 8P Kitsap Power Equipment Operators- Loader, Overhead 8 Yards. & Underground Sewer & Water Over $59.28 7A 3C 8P Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. Underground Sewer & Water But Not Including 8 Yards $58.69 7A 3C 8P Kitsap Power Equipment Operators- Loaders, Overhead Under 6 Underground Sewer & Water Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators- Loaders, Plant Feed Underground Sewer & Water $58.17 7A 3C 8P 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 11 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 12 _ °--� Cication lassif � t yWa eHolida Overtime Notes Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Mechanics, All (leadmen - Underground Sewer & Water $0.50 Per Hour Over $59.28 7A 3C 8P Mechanic) Kitsap Power Equipment Operators- Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Underground Sewer & Water Tunnel Drill, Boring, Road $58.69 7A 3C 8P Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower Underground Sewer & Water Distribution & MuIlch Seeding $55.21 7A 3C 8P Operator Kitsap Power Equipment Operators- Outside Hoists (elevators And Underground Sewer & Water Manlifts), Air Tug 1g $57.72 7A 3C 8P Kitsap Power Equipment Operators- Overhead, Bridge Type Underground Sewer & Water Crane: 20 Tons Through 44 $58.17 7A 3C 8P Tons Kitsap Power Equipment Operators- Overhead, Bridge Type: 100 $59.28 7A 3C 8P Underground Sewer & Water Tons And Over Kitsap Power Equipment Operators- Overhead, Bridge Type: 45 $58.69 7A 3C 8P Underground Sewer & Water Tons Through 99� Tons Kitsap Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Pile Driver (other Than Crane $58.17 7A 3C 8P Underground Sewer & Water Mount) Kitsap Power Equipment Operators- Plant Oiler - Asphalt, Crusher i $57.72 7A 3C 8P Underground Sewer & Water � T Kitsap Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Pumps - Water $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And $58.69 7A 3C 8P Underground Sewer & Water Over Kitsap Power Equipment Operators- Quick Tower - No Cab, Under Underground Sewer & Water 100 Feet In Height Based To $55.21 7A 3C 8P I Boom Kitsap Power Equipment Operators- Remote Control Operator On Underground Sewer & Water Rubber Tired Earth Moving $58.69 7A 3C 8P Equipment Kitsap Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer & Water Kitsap Power Equipment Operators- Rigger/Signal Pe son, $57.72 7A 3C 8P - Underground Sewer & Water Bellman (Certified) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 12 v:r County Trade - Job Classification - = '.Wage Holiday Overtime Notes_ Kitsap Power Equipment Operators- `Rollagon Underground Sewer & Water $58.69 7A 3C 8P Kitsap Power Equipment Operators- Roller, Other Than Plant Mix Underground Sewer & Water $55.21 7A 3C 8P Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi -lift Underground Sewer & Water Materials $57.72 7A 3C 8P Kitsap Power Equipment Operators- Roto -mill, Roto -grinder Underground Sewer & Water $58.17 7A 3C 8P Kitsap Power Equipment Operators- Saws - Concrete Underground Sewer & Water $57.72 7A 3C 8P Kitsap Power Equipment Operators- Scraper, Self Propelled Under Underground Sewer & Water 45 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators- Scrapers - Concrete & Carry Underground Sewer & Water All $57.72 7A 3C 8P Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 Underground Sewer & Water Yards And Over $58.69 7A 3C 8P Kitsap Power Equipment Operators- Service Engineers - Underground Sewer & Water Equipment $57.72 7A 3C 8P Kitsap Power Equipment Operators- Shotcrete/gunite Equipment Underground Sewer & Water $55.21 7A 3C 8P Kitsap Power Equipment Operators- Shovel , Excavator, Backhoe, Underground Sewer & Water Tractors Under 15 Metric $57.72 7A 3C 8P Tons. Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: Underground Sewer & Water Over 30 Metric Tons To 50 $58.69 7A 3C 8P Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, Underground Sewer & Water Tractors: 15 To 30 Metric $58.17 7A 3C 8P Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Underground Sewer & Water Over 50 Metric Tons To 90 $59.28 7A 3C 8P Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Underground Sewer & Water Over 90 Metric Tons $59.88 7A 3C 8P Kitsap Power Equipment Operators- Slipform Pavers Underground Sewer & Water $58.69 7A 3C 8P Kitsap Power Equipment Operators- Spreader, Topsider & Underground Sewer & Water Screedman $58.69 7A 3C 8P Kitsap Power Equipment Operators- Subgrader Trimmer Underground Sewer & Water $58.17 7A 3C 8P Kitsap Power Equipment Operators- Tower Bucket Elevators Underground Sewer & Water $57.72 7A 3C 8P Kitsap Power Equipment Operators- Tower Crane Up To 175' In Underground Sewer & Water Height Base To Boom $59.28 7A 3C 8P Kitsap Power Equipment Operators- Tower Crane: over 1755€TM Underground Sewer & Water through 2505€TM in height, $59.88 7A 3C 8P base to boom Kitsap Power Equipment Operators- Tower Cranes: over 2505€TM Underground Sewer & Water in height from base to boom $60.47 7A 3C 8P Kitsap Power Equipment Operators- Transporters, All Track Or Underground Sewer & Water Truck Type $58.69 7A 3C 8P I�. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment A - 13 County ' Trade. _,' = Job Classification Wage Holiday Overti_m_ e' Notes' Kitsap Power Equipment Operators- Underground Sewer & Water Trenching Machi es $57.72 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver - 100 Tons And Over $58.17 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver Under 100 Tons $57.72 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $58.17 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Welder $58.69 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $55.21 7A 3C 8P Kitsap Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $58.17 7A 3C 8P Kitsap Power Line Clearance Tree Trimmers Journey Level In Charge $47.08 5A 4A Kitsap Power Line Clearance Tree Trimmers Spray Person $44.64 5A 4A Kitsap Power Line Clearance Tree Trimmers Tree Equipment Operator $47.08 5A 4A Kitsap Power Line Clearance Tree Trimmers Tree Trimmer $42.01 5A 4A Kitsap Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $31.65 .5A 4A Kitsap Refrigeration & Air Conditioning Mechanics Mechanic $65.52 5A 1G Kitsap Residential Brick Mason Journey Level $17.04 1 Kitsap Residential Carpenters Journey Level $41.69 5D 4C Kitsap Residential Cement Masons Journey Level $30.87 1 Kitsap Residential Drywall Applicators Journey Level $41.69 5D 4C Kitsap Residential Drywall Tapers Journey Level $20.00 1 Kitsap Residential Electricians Journey Level $27.00 1 Kitsap Residential Glaziers Journey Level $58.31 7L 1Y Kitsap Residential Insulation Applicators Journey Level $13.96 1 Kitsap Residential Laborers Journey Level $16.89 1 Kitsap Residential Marble Setters Journey Level $17.04 1 Kitsap Residential Painters Journey Level 1 $19.52 1 Kitsap Residential Plumbers & Pipefitters Journey Level $21.11 1 Kitsap Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.64 1 Kitsap Residential Sheet Metal Workers Journey Level (Field or Shop) $28.95 1 Kitsap Residential Soft Floor Layers Journey Level $19.38 1 Kitsap Residential Sprinkler Fitters (Fire Protection) Journey Level $27.74 1 Kitsap Residential Stone Masons Journey Level $54.32 5A 1M Kitsap Residential Terrazzo Workers Journey Level $9.47 1 Kitsap Residential Terrazzo/Tile Finishers Journey Level $30.26 1 Kitsap Residential Tile Setters Journey Level $31.14 1 Kitsap Roofers Journey Level $46.46 5A 3H Kitsap Roofers Using Irritable Bituminous Materials $49.46 5A 3H Kitsap Sheet Metal Workers Journey Level (Field or Shop) $75.46 7F 1E Kitsap Shipbuilding & Ship Repair CARPENTER $19.29 1 Kitsap Shipbuilding & Ship Repair ELECTRICIAN 1 $25.53 1 Kitsap Shipbuilding & Ship Repair Heat & Frost Insulator 1 $65.43 5J 1S City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 14 1 A t 1 1 1 1 1 1 County Tradez = - {' JobClasstficaton 4Wage_ Holiday-Ou�rtime Notes Kitsap Shipbuilding & Ship Repair Laborer $19.64 1 Kitsap Shipbuilding & Ship Repair MACHINIST $19.29 1 Kitsap Shipbuilding & Ship Repair OPERATOR $19.44 1 Kitsap Shipbuilding & Ship Repair Painter $40.60 6Z 213 Kitsap Shipbuilding & Ship Repair PIPEFITTER $19.29 1 Kitsap Shipbuilding & Ship Repair RIGGER $19.29 1 Kitsap Shipbuilding & Ship Repair Sheet Metal $22.21 1 Kitsap Shipbuilding & Ship Repair SHIPFITTER $19.29 1 Kitsap Shipbuilding & Ship Repair WELDER/BURNER $19.29 1 Kitsap Sign Makers & Installers (Electrical) Journey Level $20.58 1 Kitsap Sign Makers & Installers (Non- Electrical) Journey Level $9.47 1 Kitsap Soft Floor Layers Journey Level $45.86 5A 3D Kitsap Solar Controls For Windows Journey Level $10.31 1 Kitsap Sprinkler Fitters (Fire Protection) Journey Level $72.49 5C 1X Kitsap Stage Rigging Mechanics (Non Structural) Journey Level $13.23 1 Kitsap Stone Masons Journey Level $54.32 5A 1M Kitsap Street And Parking Lot Sweeper Workers Journey Level $16.00 1 Kitsap Surveyors Assistant Construction Site Surveyor $57.72 7A 3C 8P Kitsap Surveyors Chairman $57.17 7A 3C 8P Kitsap Surveyors Construction Site Surveyor $58.69 7A 3C 8P Kitsap Telecommunication Technicians Journey Level $43.32 7E 1E Kitsap Telephone Line Construction - Outside Cable Splicer $37.60 5A 26 Kitsap Telephone Line Construction - Outside Hole Digger/Ground Person $20.79 5A 213 Kitsap Telephone Line Construction - Outside Installer (Repairer) $36.02 5A 2B Kitsap Telephone Line Construction - Outside Special Aparatus Installer 1 $37.60 5A 213 Kitsap Telephone Line Construction - Outside Special Apparatus Installer II $36.82 5A 2B Kitsap Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $37.60 5A 213 Kitsap Telephone Line Construction - Outside Telephone Equipment Operator (Light) $34.94 5A 2B Kitsap Telephone Line Construction - Outside Telephone Lineperson $34.93 5A 2B Kitsap Telephone Line Construction - Outside Television Groundperson $19.73 5A 213 Kitsap Telephone Line Construction - Outside Television Lineperson/Installer $26.31 5A 213 Kitsap Telephone Line Construction - Outside Television System Technician $31.50 5A 2B Kitsap Telephone Line Construction - Outside Television Technician $28.23 5A 213 Kitsap Telephone Line Construction - Outside Tree Trimmer $34.93 5A 213 Kitsap Terrazzo Workers Journey Level $48.86 5A 'I M Kitsap Tile Setters Journey Level $48.86 5A 1M Kitsap Tile, Marble & Terrazzo Finishers Journey Level $12.00 1 Kitsap Traffic Control Stripers Journey Level $44.35 7A '1 K Kitsap Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $51.25 5D 3A 8L Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $50.41 5D 3A 8L Kitsap Truck Drivers Dump Truck $19.60 1 Kitsap Truck Drivers Dump Truck And Trailer $19.60 1 City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 15 County = _ e Trade-� f_ = , � �� � Job Classificat'on� `W 9 Kitsap Truck Drivers Other Trucks $18.37 1 Kitsap Truck Drivers Transit Mixer $20.79 1 Kitsap Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $13.17 1 Kitsap Well Drillers & Irrigation Pump Installers Oiler $14.08 1 Kitsap Well Drillers & Irrigation Pump Installers Well Driller $14.40 1 City of Bremerton Reservoir 4 Cover Replacement Project 10027142 Attachment A - 16 1 1 1 1 1 i 1 i Attachment B DAVIS-BACON ACT WAGE REQUIREMENTS This page left intentionally blank. 1 1 General Decision Number: WA160096 07/15/2016 WA96 Superseded General Decision Number: WA20150096 State: Washington Construction Type: Heavy Including water and sewer line construction County: Kitsap County in Washington. HEAVY CONSTRUCTION PROJECTS (including sewer/water construction). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number 0 - 1 2 3 4 CARP0770-031 06/01/2015 Publication Date 01/08/2016 02/19/2016 06/24/2016 07/08/2016 07/15/2016 Rates Fringes CARPENTER (Including Formwork) ... $ 40.36 13.66 PILEDRIVERMAN ....................$ 40.61 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Zone Pay: 0 -25 radius miles 10027142 Olympia Bellingham Bremerton Anacortes Shelton Yakima Tacoma Wenatchee Everett Port Angeles Mount Vernon Sunnyside Pt. Townsend Free City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 1 Pagel of 8 Rates I Fringes Power equipment operators: Page 2 of 8 Group 1A ...................$ 37.39 26-35 radius miles $1.00/hour Group 1AA..................$ 36-45 radius miles $1.15/hour 16.65 Group 1AAA.................$ 46-55 radius miles $1.35/hour 16.65 Group Over 55 radius miles $1.55/hour 36.84 16.65 Group (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT 16.65 Group AND PILEDRIVER ONLY) 35.93 16.65 Hourly Zone Pay shall be computed from Seattle Union Hall, 33.57 Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour c� Over 45 radius miles $1.50/hour -- ------ ------------------------------- ------------------------- ELEC0046-006 02/01/2016 Rates Fringes ELECTRICIAN ......................$ 45.77 3%+17.91 ----------------------------------------------------------------, ENGI0302-027 06/01/2013 Rates I Fringes Power equipment operators: Group 1A ...................$ 37.39 16.65 Group 1AA..................$ 37.96 16.65 Group 1AAA.................$ 38.52 16.65 Group 1 .....................$ 36.84 16.65 Group 2 .....................$ 36.35 16.65 Group 3 .....................$ 35.93 16.65 Group 4 .....................$ 33.57 16.65 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments);Tow(ar crane over 175 ft in height, base to boom; Excavator/Trackhoe: Over 90 metric tons L GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments);Crane-overhead, bridge type, 100 tons and over; Tower crane up to 1715 ft in height base to boom; Loaders -overhead, 8 yards and over; i excavator/Trackhoe: over 50 metric tons to 90 metric tons; 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 2 1 GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments);Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator/Trackhoe: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10; Screedman; Scrapers: 45 yards and over; Grader/Blade; Paver GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;Crane-overhead, bridge type -20 tons through 44 tons; Drilling machine; Excavator/Trackhoe: 15 to 30 metric tons; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Scraper: under 45 tons; Mechanic; Piledriver; Boring Machine GROUP 3 - Cranes-thru 19 tons with attachments;A-frame crane over 10 tons; Dozers -D-9 and under; Motor patrol grader-nonfinishing; Roller -Plant Mix; Excavator/Trackhoe: under 15 metric tons; Service Oiler; Forklift: 3,000 lbs and over with attachments; Boom Truck over 10 tons GROUP 4 - Cranes -A frame -10 tons and under; Roller -other than plant mix; Forklift: under 3,000 lbs with attachments Grade Checker; Drill Assistant; Boom Truck 10 tons and under ------------------------- * IRON0086-010 07/01/2016 Rates Fringes IRONWORKER (Reinforcing, Structural and Ornamental) ....... $ 40.52 24.71 ---------------------------------------------------------------- LAB00001-026 06/01/2014 ZONE 1: Rates Fringes Laborers: GROUP 2 .....................$ 25.79 10.30 GROUP 3 .....................$ 32.29 10.30 GROUP 4 .....................$ 33.08 10.30 GROUP 5 .....................$ 33.62 10.30 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON v ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 3 Page 3 of 8 LABORERS CLASSIFICATIONS GROUP 2: Flagman GROUP 3: General Laborer; Mason Tender-Cement/Concrete; Form Stripping GROUP 4: Grade Checker; Pipe Layer; Handheld Drill; High Scaler; Jackhammer GROUP 5: Mason Tender -Brick ------------------------------------------------- PAIN0005-008 07/01/2015 Raters PAINTER (Brush, Roller and Spray) ...........................$ 23.05 ------------------------------------------------ PLAS0528-004 06/01/2016 Rates CEMENT MASON/CONCRETE FINISHER ... $ 39.52 ------------------------------------------------ * TEAM0174-006 01/01/2016 Rates Truck drivers: Fringes 10.85 ----------------- Fringes 16.04 ----------------- Fringes ZONE A: GROUP 1 :...................$ 33.38 17.87 GROUP 2 :...................$ 32.54 17.87 ZONE B (25-45 miles from center of lasted cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELdEVUE SEATTLE PORT ANGELES MT. VERNON KEN�Ti TACOMA PORT TOWNSEND ABERDEEN BRE1ERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - Water Truck -3,000 gallons and over; Semi -Trailer Truck GROUP 2 - Water Truck- less than 3,000 gallons HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT required, shall be compensated as a premium, the classification working in as follows: 10027142 City of Bremerton Reservoir 4 Cover Replacerr Attachment B - 4 certification is in addition to it Project Page 4 of 8 I/ Page 5 of 8 LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. . LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. --------------- ---- --------------------------------------------- SUWA2009-062 08/07/2009 Rates Fringes LABORER: Landscape & Irrigation .......................$ 13.52 3.35 OPERATOR: Asphalt Plant ......... $ 34.14 0.68 OPERATOR: Backhoe ...............$ 27.86 6.92 OPERATOR: Broom/Sweeper ......... $ 30.39 3.77 OPERATOR: Power Shovel .......... $ 25.12 7.83 OPERATOR: Skid Steer ............ $ 10.63 0.00 OPERATOR: Loader .................$ 26.46 7.94 TRUCK DRIVER, Includes Dump Truck ............................$ 25.75 8.38 TRUCK DRIVER: Flatbed Truck ..... $ 22.74 6.29 TRUCK DRIVER: Lowboy Truck ...... ---------------------------------------------------------------- $ 22.89 5.72 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 5 Page 6 of 8 Union Rate Identifiers A four letter classification abbreviation idem in dotted lines beginning with characters other "UAVG" denotes that the union classification ai prevailing for that classification in the sure( PLUM0198-005 07/01/2014. PLUM is an abbreviatic the union which prevailed in the survey for th_ classification, which in this example would be indicates the local union number or district cc where applicable, i.e., Plumbers Local 0198. TY 005 in the example, is an internal number used the wage determination. 07/01/2014 is the effe< most current negotiated rate, which in this exE 2014. ifier enclosed than "SU" or d rate were y. Example: n identifier of s Plumbers. 0198 until number e next number, in processing tive date of the mple is July 1, Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" .identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the suIvey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non --union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and :remain irj effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a Jeighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in proucing the wage determination. 08/29/2014 indicates the survey1completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of they current negotiated/CBA rate of the union locals from which the rate is based. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 6 1 1 1 1 1 0 -------------------------------- ---- -------- WAGE DETERMINATION APPEALS PROCESS i l.) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in l.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 7 Page 7 of 8 Page 8 of 8 END OF GENERAL DECISION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment B - 8 1 1 1 1 Ira L. t 1 1 1 1 1 1 B Attachment C BENEFIT CODE KEY FOR WASHINGTON STATE PREVAILING WAGE RATES This page left intentionally blank. 1 1 1 1 1 1 Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 1 P 0 R. i Benefit Code Key — Effective 8/31%2016 thru 3/2/2017 I Overtime Codes Coni tinued The first ten (10) hours worked on Saturday shall be pi hours worked on Sundays, holidays and after twelve (12; Saturday shall be paid at double the hourly rate of wage.'', d at one and one-half times the hourly rate of wage. All hours, Monday through Friday and after ten (10) hours on All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked, j n holidays shall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall'be paid at one and one-half times the.hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours wo`rked on Christmas day shall be paid at two and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Mor shall be paid at one and one-half times the hourly ra overtime hours worked, except Labor Day, shall be pa Labor Day shall be paid at three times the hourly rate of U. All hours worked on Saturdays shall be paid at one and Sundays and holidays (except Labor Day) shall be paid Labor Day shall be paid at three times the hourly rate of V. All hours worked on Sundays and holidays (except one-half times the hourly rate of wage. All hours w double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except employer)) shall be paid at one and one-half times the paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours M Saturday shall be paid at one and one-half times the hour Monday through Saturday, Sundays and holidays shall be on Saturday or Sunday, the day before Saturday, Friday, holiday and all work performed shall be paid at double th'( Y. All hours worked outside the hours of 5:00 am and 5:( employer and the employee) and all hours worked in exc workweek) and on Saturdays and holidays (except labor of wage. (except for employees who are absent from w the workweek shall be paid at the straight -time rate c workweek) or 40 hours during that workweek.) All hour and all hours worked on Sundays and Labor Day shall bt y through Friday and the first eight (8) hours on Saturday of wage. All hours worked on holidays and all other at double the hourly rate of wage. All hours worked on -half times the hourly rate of wage. All hours worked on two times the hourly rate of wage. All hours worked on sgiving Day and Christmas day) shall be paid at one and on Thanksgiving Day and Christmas day shall be paid at p days due to conditions beyond the control of the rate of wage. All hours worked on holidays shall be nday through Friday and the first twelve (12) hours on y rate of wage. All hours worked over twelve (12) hours )aid at double the hourly rate of wage. When holiday falls rid the day after Sunday, Monday, shall be considered the hourly rate of wage. pm (or such other hours as may be agreed upon by any ;s of eight (8) hours per day (10 hours per day for a 4 x 10 ay) shall be paid at one and one-half times the hourly rate •k without prior approval on a scheduled workday during til they have worked 8 hours in a day (10 in a 4 x 10 worked Monday through Saturday over twelve (12) hours laid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid fat one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 10027142 City of Bremerton,, Reservoir 4 Cover Replacement Project Attachment C - 2' 1 �i Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. 8 U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work perf6rmed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 3 4. Benefit Code Key — Effective 8/31/,2016 thru 3/2/2017 i Overtime Codes Continued i D. All hours worked between the hours of 6:00 pm and 6:001 am, Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rage of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. I F. All hours worked on Saturday shall be paid at one and orie-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. i H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (I-1/2) times the regular�rate of pay. i I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday;) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up days when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. I I A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all liours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2): times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside'ihe control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. IAll hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. I I i 4 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 4' i I 1 1 E. G Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes;,Continued All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day, ten hour work week, and Saturday shall be paid at one and one half (1'/2) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5. A. Q B. p; 4. D 1 1 E. G Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes;,Continued All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day, ten hour work week, and Saturday shall be paid at one and one half (1'/2) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5. A. B. C. D. H. 10027142 Holiday Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 5 5 Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6)• 11 J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). 1 K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). to L. Holidays: New Yea'r's Day, Martin Luther King Jr. I Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, -And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, (Christmas Day, And The Day Before Or After Christmas 9. Z. 6. A. E. G. H. I. 10027142 Holidays: New Year's Day, Memorial Day, Independei Friday after Thanksgiving Day, And Christmas Day (8). Paid Holidays: New Year's Day, Presidents' Day, Me Day, the Friday after Thanksgiving Day, And Christmas Day, Labor Day, Veterans Day, Thanksgiving Day, the it Day, Independence Day, Labor Day, Thanksgiving (8)• Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half -Day On Christmas Eve Day. (9 1/2). Paid Holidays: New Year's Day, Martin Luther King Jr Labor Day, Veterans' Day, Thanksgiving Day, the Frid Eve Day (11). Paid Holidays: New Year's Day, New Year's Eve Thanksgiving Day, Friday After Thanksgiving Day,.0 Holiday (10). Paid Holidays: New Year's Day, Memorial Day, Indeper After Thanksgiving Day, And Christmas Day (7). City of Bremerton Reservoir 4 Cover Replacerr Attachment C - 6 ay, Presidents' Day, Memorial Day, Independence Day, after Thanksgiving Day, Christmas Day, and Christmas y, Memorial Day, Independence Day, Labor Day, mas Day, The Day After Christmas, And A Floating ,e Day, Labor Day, Thanksgiving Day, Friday Project A i Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be n observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King In Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. - 7 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 7 r K. L. M. N Benefit Code Key — Effective 8/31, Holidav Codes Coi Holidays: New Year's Day," Memorial Day, Independer Thanksgiving Day, And Christmas Day (8). Any holida the following Monday. Any holiday which falls on a Friday. Holidays: New Year's Day, Memorial Day, Labor Day, before Christmas Day, And Christmas Day (7). Any hol on the following Monday. Any holiday which falls on Friday. Paid Holidays: New Year's Day, The Day after or 1: Independence Day, Labor Day, Thanksgiving; Day, the I after or before Christmas Day (10). Any holiday whic following Monday. Any holiday which falls on a Satur& Holidays: New Year's Day, Memorial Day, Indepi Thanksgiving Day, And Christmas Day (7). Any ho the following Monday. When Christmas falls on a & 16 thru 3/2/2017 Day, Thanksgiving Day, the Friday and Saturday after which falls on a Sunday shall be observed as a holiday on rturday shall be observed as a holiday on the preceding idependence Day, Thanksgiving Day, the Last Work Day ay which falls on a Sunday shall be observed as a holiday Saturday shall be observed as a holiday on the preceding e'fore New Year's Day, President's Day, Memorial Day, r�iday after Thanksgiving Day, Christmas Day, And the Day a falls on a Sunday shall be observed as a holiday on the iy shall be observed as a holiday on the preceding Friday. rice Day, Labor Day, Thanksgiving Day, the Friday after which falls on a Sunday shall be observed as a holiday on I ay, the preceding Friday shall be observed as a holiday. Holidays: New Year's Day, Memorial Day, Independ Thanksgiving Day, And Christmas Day (7). Any holiday the following Monday. i Q. Holidays: New Year's Day, Memorial Day, Inc Thanksgiving Day, the Last Working Day before a Sunday shall be observed as a holiday on the f the preceding Friday shall be a regular work clay. R. S. M1 Paid Holidays: New Year's Day, the day after or I Independence Day, Labor Day, Thanksgiving Day, the after or before Christmas Day (10). If any of the list observed as the holiday. If any of the listed holidays considered a holiday and compensated accordingly. Paid Holidays: New Year's Day, Memorial Day, Inde Thanksgiving Day, Christmas Day, the Day after Chris falls on a Sunday, the day observed by the Nation shall Paid Holidays: New Year's Day, the Day after or b Independence Day, Labor Day, Thanksgiving Day, the I after or before Christmas Day. (10). If any of the listed shall be considered a holiday and compensated acco observed as a holiday on the preceding Friday. Note Co 8. A. In addition to the hourly wage and fringe benefits, the Day, Labor Day, Thanksgiving Day, Friday after h falls on a Sunday shall be observed as a holiday on rice Day, Labor Day, Thanksgiving Day, the Friday after las Day and Christmas Day (8). Any holiday which falls on gi Monday. If any of the listed holidays falls on a Saturday, )re New Year's Day, President's Day, Memorial Day, day after Thanksgiving Day, Christmas Day, and the day holidays fall on Saturday, the preceding Friday shall be s on a Sunday, the day observed by the Nation shall be hdence Day, Labor Day, Thanksgiving Day, Friday after tas, and A Floating Holiday (9). If any of the listed holidays considered a holiday and compensated accordingly. fore New Year's Day, President's Day, Memorial Day, ri'day after Thanksgiving Day, Christmas Day, and The Day iolidays falls on a Sunday, the day observed by the Nation dingly. Any holiday which falls on a Saturday shall be lowing depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 8 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 8 1 Benefit Code Key — Effedive 8/31/2016 thru 3/2/2017 s ;:Note Codes Continued C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet Over 200' -Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project Attachment C - 9 This page lett intentionally blank. 1 1 1 1 1 e 1 1 1 1 DIVISION 01 GENERAL REQUIREMENTS This page left intentionally blank. 1 1 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 GENERAL A. Furnish all labor, materials, tools, equipment and services as indicated in accord with provisions of Contract Documents. B. It is the intent of the Contract Documents to describe a functionally complete project. Furnish and install all supplementary or miscellaneous items, appurtenances, and devices incidental to or necessary for a sound, secure, complete, and functional installation. 1.2 WORK COVERED BY CONTRACT A. The Work of this Contract generally includes the following: e 1. Renovation of existing Reservoir Number 4 including removal and replacement of existing liner, underlying geotextile, floating cover, and associated appurtenances. 2. Repair of damaged concrete. 3. Removal and replacement of existing fence with new. 4. Installation of hydrodynamic mixing system. 1.3 WORK BY OTHERS (NOT USED) 1.4 WORK SEQUENCE A. The Contractor shall organize and plan the construction activities to assure the safety and reliability of and to minimize the interruption to all utilities. B. The proposed Work sequence shall be submitted to the Engineer in the Schedule of Construction. 1.5 OWNER -FURNISHED PRODUCTS A. Water for disinfection of the reservoir shall be provided by the Owner. 1.6 CONTRACTOR -FURNISHED PRODUCTS A. Contractor shall furnish temporary power and all products, other than Owner -furnished products designated above. B. Components required to be supplied in quantity within a specification section shall all be the same and shall be interchangeable. 1.7 PERMITS AND LICENSES A. The Owner has applied for and obtained, at Owner's expense, the following permits and approvals for the Work: 1. Washington Division of Health, Construction Review Services Plan Approval. B. Contractor shall obtain, at his expense, all other permits and licenses necessary for the construction of the Work in accordance with Paragraph 6.08 of the Standard General Conditions Section 00 72 13. e 1.8 PHASING AND CRITICAL MILESTONES A. The Contractor shall complete the work within the Contract Times. The reservoir will not be taken off-line and drained for liner/cover demolition until the new liner/cover and mixing system have been approved and ordered. B. A single outage is permitted to construct the improvements. The outage shall not exceed nine (9) weeks in duration. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SUMMARY OF WORK 011100-1 it C. Installation of the liner/cover and mixing system, successful testing, and refilling of the Reservoir shall be completed by the Substantial Completion Date. D. Installation of the fence shall be completed no more' than two (2) weeks after the Substantial Completion Date. The site shall remain secured Aall times. 1.9 FENCES A. All new fencing shall be coordinated with existing�Ifacilities remaining such as bollards and lighting. B. Contractor shall verify location of existing underground utilities in the area of the Work. The drawings may not show all buried features in the area of the Work. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTI( 10027142 City of Bremerton Reservoir 4 Cover Replacemer SUMMARY OF WOR 011100-2 )N t Project 1 i 1 1 SECTION 01 11 20 JOB CONDITIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Job conditions. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 1.2 PROJECT CONDITIONS A. Prior to installation of material, equipment and other work, verify with subcontractors, material 8 or equipment manufacturers, and installers that the substrate or surface to which those materials attach is acceptable for installation of those materials or equipment. (Substrate is defined as building surfaces to which materials or equipment is attached to i.e., floors, walls, ceilings, etc.). B. Correct unacceptable substrate until acceptable for installation of equipment or materials. C. The entire reservoir will be drained and made available for performance of the work. D. Control emissions of gases or particulates resulting from application of adhesives, paints or coatings, or produced by welding, grinding, disinfection, or other activities. 1. Provide temporary partition walls, drapes or other screening methods to isolate areas under construction from other areas of operation adjacent to construction areas. 2. Provide temporary ventilation of construction area: a. Exhaust air to outdoor discharge away from construction area. b. Locate exhaust air discharge at an elevation sufficient to prevent personnel contact with exhaust air. E. Confined Space: 1. The reservoir, with or without the cover in place, is considered a permit -required confined space work environment due to inward sloping walls/floor and the potential for engulfment should isolation valves fail. The Contractor is advised to take all necessary precautions when entering and working within this environment. 2. Contractor to coordinate with Owner on any lock-out/tag-out or related safety procedures. F. Site Safety: 1. The Contractor is reminded that the site for this work is protected by an existing security fence. During construction, portions of the fence may be removed to facilitate the work. Furthermore, the existing fencing will be replaced as part of the Project. However, the Contractor is responsible for maintaining a secure and safe job site. Each day, prior to leaving the site, the Contractor shall install temporary fencing or take other measures to ensure a secure site. 1.3 OWNER OCCUPANCY A. Owner will occupy the premises during the entire period of construction for the conduct of his normal operations. Contractor shall coordinate with Owner in all construction operations to minimize conflicts and to facilitate Owner usage. 1.4 OUTAGES A. The Contractor shall organize and plan the construction activities so that the length of any required outages shall be minimized. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project JOB CONDITIONS 01 11 20- 1 B. An outage to any customer shall require specific approval of the Owner. The Owner reserves the right to reject any request for an outage. C. The Contractor shall provide the Owner at least I- i1 ---s notice in advance of any requested outage so that the Owner may advise and coordinate the outage with the customers. D. Operation of valves connecting the potable water rservoir with the distribution system will only be performed by the Owner. The Contractor shall not attempt to operate any such valves. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTI1 10027142 i City of Bremerton', Reservoir 4 Cover ReplacemE JOB CONDITIONS 011120-2 it Project 1 1 1 i i! 1 1 1 1 1 1 1 i 1 1 1 SECTION 01 22 00 MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Defines line items in Bid Forms. 2. Defines how work items are measured and paid for on Unit Price Contracts. These items include unit price, lump sum price, and allowance payment items. 3. In the case of conflict between this Section and the measurement methods specified in the individual Technical Specification Sections, the measurement methods in Technical Specification Sections shall govern. 4. The Contractor shall receive payment for work after it is installed. Payment for material on hand can only be paid for if allowed by the Agreement, the General and/or Special Conditions. 5. Partial payment may be requested for items partially installed when agreed to by the Owner. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Breakdown of construction cost is addressed in Specification Section 01 29 73, Schedule of Values. 4. Applications for Payment requirements are included in Specification Section Ol 30 00, Special Conditions. 1.2 UNIT PRICE ITEMS A. Quantity and measurement estimates stated in the Bid Form are estimates for bidding purposes only. Actual payments shall be based on actual quantities installed, in-place, as measured and/or verified by the Engineer. B. Unless otherwise stated in the Contract Documents, the bid unit prices shall be in effect throughout the contract duration. When the variance between the estimated quantities and the actual installed quantities is more than 25 percent, the Contractor or the Owner may negotiate a change to the Unit Price. That change will be made in accordance with the Change Order process as defined in the Contract Documents. C. Except as defined above, the Contractor shall make no claim, nor receive any compensation, for anticipated profits, loss of profit, damages, or any extra payment due to any difference between the amounts of work actually completed, or materials or equipment furnished, and the estimated quantities. D. The Owner can only pay for quantities that exceed the estimated quantities so long as the total payments to the Contractor do not exceed the Contract Price. if the added quantities will result in payments that exceed the Contract Price, a Change Order will need to be executed before payment can be made for the added quantities. E. Contractor shall assist Engineer by providing necessary equipment, workers, and survey personnel as required to measure quantities. F. Unless stated in the Contract Documents, measured quantities shall be rounded to the nearest whole integer. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project - MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) 01 22 00 - 1 G. Measurement: 1. Measurement for progress payment shall be m, on the actual quantities installed. The actual q corrections to previous calculations, incomplet advance and in writing by the Engineer. 2. Unless otherwise provided for in the Contract+l of all related work, direct and indirect costs, to 3. The final measurement shall be based on actua agreed to by the Contractor and the Engineer. decreased) based on a final calculation of quan H. Payment: 1. Progress payments shall be in accordance with, quantities installed paid at the bid unit price. 1 2. The final payment shall be based on actual qua service, paid at the bid unit price. 1.3 LUMP SUM ITEMS A. Progress payments for Lump Sum items in the Bid'1 prepared by the Contractor and approved by the En Application for Payment for the Lump Sum item. 1. See Specification Section 0129 73, Schedule c B. Lump Sum payment will be for the entire item as sl Documents. Payment for all bid items indicated as labor, materials, equipment and incidentals necessa each bid item into operation; including permitting, 1.4 ALLOWANCES (FORCE ACCOUNT) A. Allowances indicated in the Bid Schedule are defin be performed under an allowance item without prig B. Allowance is for exclusive use of Owner for change refinements, and unanticipated design issues. Not f construction contingency. C. Owner approval of adjustment required prior to aut Contingency Allowance. Adjustments will include 1. Contractor's lump sum or unit price measured i 2. Contractor's related costs, and reasonable over; Documents when Work is performed on the Ci D. Any unused balance of the allowances shall revert Prior to final payment, the original amount provide costs by deductive Change Order, adjusting the coni E. The Contractor shall make no claim, nor receive an of profit, damages, or any extra payment due to an} F. The Contractor is to include time for allowance wo adjustment of Contract Time shall be allowed for a G. The measurable and allowable costs for work perfo limited to the actual costs associated with that alloy specific measurement and payment provisions undo de by, or approved by, the Engineer based iantities installed can be adjusted for > elements or components if agreed to in ocuments, unit price items are all inclusive )rovide a complete and functional item. installed quantities, jointly measured and ►uantities can be adjusted (increased or ties by the Engineer and Contractor. Contract Documents based on estimated fully installed, tested and placed into ile will be based on the breakdown and Owner before acceptance of the Values. :ified and as indicated in the Contract imp Sums shall include the cost of all to furnish, install, clean, test, and place feral conditions, overhead and profit. J in the Contract Documents. No work may written approval of the Owner. as a result of changed conditions, design use by Contractor as Contractor's of progress payments from inttty amount. A and profit as stipulated in Contract of the Work basis. the Owner upon completion of the project. for allowances shall be adjusted to actual -act price, accordingly. compensation, for anticipated profits, loss unexpended portion of the allowances. c in the construction schedule. No y work performed under allowance items. med under an allowance item(s) shall be ince item unless otherwise stated in the allowance items. H. Allowance work shall be paid for on a time and materials basis. 1. Time and materials sheets shall be signed daily by the Engineer or its representative to confirm labor hours worked, equipment hours worked, and materials incorporated into the Work. 10027142 City oi'Bremerton Reservoir 4 Cover Replacemen Project - MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) 012200-2 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project - MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) 012200-3 2. Labor hours worked shall`be 'r'ecorded daily fWeach person. The labor will be classified by craft. Actual labor rates will be supported by certified payroll or other payroll documentation agreed to by the Engineer. 3. Equipment hours worked shall be recorded daily for each piece of equipment'used to perform the work. 4. Material shall be identified with the costs supported by invoice. 5. Profit and overhead shall be compensated for in accordance with the Contractor's Fee as defined in the General Conditions. 6. Labor and equipment rates used in pricing out the work shall be as defined in the General Conditions. 1.5 APPLICATION FOR PAYMENT A. Provide a Summary Sheets and breakdown sheets equivalent to those of EJCDC document C- 620, Contractor's Application for Payment forms. 1.6 WORK COVERED BY CONTRACT A. Scope: e 1. Payment for the various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the Work, all in accordance with the requirements of the Contract Documents, including all costs of permits ad cost of compliance with the regulations of public agencies having jurisdiction. 2. No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefor shall be included in the prices named in the Bid Schedule for the various items of work. B. Mobilization/Demobilization (Bid Item #1): 1. This Item shall consist of the mobilization and demobilization of the Contractor's forces and equipment necessary for performing the work required under the contract. Mobilization shall include all activities and associated costs for transportation of Contractor's personnel, equipment and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the Contractor's operations at the site, as well as Insurance, Bonds, and Permits necessary for initiating the Work. Demobilization shall include all activities and costs for disassembly, removal, and site clean-up of facilities. 2. Payment for this lump sum will be made as a percentage of the work performed after presentation of paid invoices and/or documentation of direct costs and supporting evidence. Under no conditions shall this Bid Item exceed 7% of total project cost. C. Force Account (Bid Item #2): 1. The Force Account is an Allowance as defined in paragraph 1.4. This will be used at the discretion of the Owner, portions or all of which may be non -performed. This item is to address changed or unforeseen conditions requiring Demolition, Repair and/or Replacement of Existing Concrete Liner and Parapet Wall or other miscellaneous work as directed by the Engineer. D. Hydrodynamic Mixing System (Bid Item #3): 1. Measurement for payment for the Hydrodynamic Mixing System equipment will be made as a percentage of the work performed for this lump sum item, complete, in accordance with the requirements of Section 46 41 20 and the Contract Documents. 2. Payment for this Item will be made as a percentage of the work performed at the lump sum price named in the Bid Schedule under Item 3, in accordance with the requirements of Section 46 4120. Payment for installation of the equipment in this item will be under Bid Item #4. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project - MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) 012200-3 E. Reservoir Improvements (Bid Item #4): 1. Measurement for payment for Reservoir Imprc work performed for this lump sum item, comp the Contract Documents. 2. Payment for this Item will be made as a perce price named in the Bid Schedule under Item 4 compensation for all labor, materials, and equ' demolition, removal, and proper disposal of e liner/cover system, approximately 1 -inch of s appurtenances; installation of new flexible lin additional inlet and outlet cages, pumping equ appurtenances; testing and disinfection of the mixing system; demolition, removal, and disp new fencing; and all other appurtenant work n within this Bid Item repair of up to 100 sq ft o 03 0l 37; repair of up to 100 feet of concrete and installation of up to 100 anchor bolts in ac additional quantities for these last three items Account, subject to prior approval by the Engi PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF S ents will be made as a percentage of the in accordance with the requirements of mage of the work performed at the lump sum which price shall constitute full 1pment, including but not limited to xisting structures, fencing, reservoir flexible ediment throughout the structure, and lin( and floating cover system, piping, valves ipment, sampling stations and other rservoir; installation of the hydrodynamic osal of existing fencing and installation of it covered under Items 1, 2, and 3. Include f'concrete repair in accordance with Section c'r�acks in accordance with Section 03 0138; cordance with Section 03 15 19. Any beyond this will be paid for through the Force 10027142 City of Bremerton Reservoir 4 Cover Replacement Project - MEASUREMENT AND PAYMENT (UNIT PRICE CONTRACTS) 012.200-4 E 1 LJ SECTION 0126 13 REQUESTS FOR INFORMATION (RFI) PART 1 - GENERAL 1.1 SUMMARY A. This Specification Section specifies administrative and procedural requirements for handling and processing Requests for Information (RFI). B. RFI is intended for requesting clarifications and interpretations of Contract Documents due to apparent inconsistencies, errors or omissions in Contract Documents, and due to unanticipated existing conditions. C. RFI is not intended for general communication, requesting substitutions, Contractor's proposed changes, resolution of nonconforming work, or coordination between contractors or for general questions not related to Contract Documents. D. RFI process is intended to be a cooperative effort between Engineer and Contractor to expedite responses to RFIs and maintain progress of Work without utilizing other lengthy procedures. sE. Any other proposed method of processing RFIs other than indicated within this Specification U Section shall be evaluated by Engineer for potential impact on Engineer's services. 1. If Engineer agrees to utilize another proposed method, Engineer will be reimbursed for any special training, usage fees, extra time required to implement, maintain, utilize and administer such a system. 1.2 RFI SUBMITTAL PROCEDURE A. I All RFIs shall be submitted on the form attached to this Specification Section, or on mutually agreeable forms to be provided at the preconstruction meeting, and shall include all backup information. 1. Backup information shall include, but not be limited to Contractor verified field measurements, quantities, dimensions, installation requirements, materials, catalog number, and any other information that will assist the Owner in reviewing the RFI. B. Within ten (10) working days of receipt of RFI, Engineer will either return a response to the RFI or notify Contractor when a response will be issued. 1.3 COMMENCEMENT OF RFI -RELATED WORK A. No portion of the work requiring instruction from the Engineer shall begin until RFI has been reviewed by the Engineer and returned to Contractor with instruction or with notation indicating Engineer response is not necessary. PART 2 - PRODUCTS (NOT USED) 1 1 H1, 1 PART 3 - EXECUTION 3.1 REQUESTS FOR INFORMATION A. Review of Contract Documents and Field Conditions: I . Before starting each portion of Work, Contractor shall carefully study and compare various Drawings, Specifications and other Contract Documents, coordination drawings, Shop Drawings, prior correspondence or documentation relative to that portion of Work, as well as information furnished by Owner. 2. Contractor and Subcontractors shall evaluate and take field measurements of conditions related to that portion of Work and shall observe any conditions at site affecting it. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REQUESTS FOR INFORMATION (RFI) 0126 13 -1 3. These obligations are for purpose of facilitat Contractor. 4. Any errors, inconsistencies or omissions dist reported promptly to Engineer as a. properly coordination and construction by in Contract Documents shall be I and timely RFI. B. Contractor's and Subcontractor's Responsibilities: 1. When interpretation, clarification or explanation of portion of Construction Documents is needed by Contractor, Subcontractor, Vendor or Supplier, the request shall be processed through Contractor. a. Review request for completeness, quality, proper referencing to Drawing or Specification Section and reason submitted. b. If request is not acceptable, it shall be returned to submitter with comments regarding reason for being returned. c. Make every attempt to validate, resolve or respond to RFI by thoroughly researching and reviewing Contract Documents and field conditions. d. Respond to RFI accordingly if review of RFI discloses a response or is related to coordination of construction or other issue not related to Contract Documents. e. If unable to respond to request, it shall be restated in clear, concise, correct, complete and easily understood manner, and rewritten if necessary, additional information included if necessary, and only then submitted to Engineer for response. 2. Follow these procedures in developing an RFI: a. List specific Contract Documents researched when seeking information being requested. b. Reference all applicable Contract Drawings by sheet number, section, detail, room number, door number, etc., Specifications by section and paragraph number, and reference any other relevant documents. c. The field titled "Regarding" on attached I form must be clear for future reference in reports or correspondence. d. Clearly state request and provide Contract Document references and any additional information needed so request: can be fully understood, including sketches, photos or other reference material. e. Fully assess issues, suggest any reasonable solutions and include various factors, including potential costs, schedule impact , if any, and recommendations which will aid in determining a solution or response. 1) If a reasonable solution cannot be suggested, a statement to that effect should be so stated. f. Indicate reason request is being submitted g. Any critical RFI's requiring a rapid respot explanation as to why RFI is critical. h. Priority for responses shall be indicated w period of time. 3. Copies of responses to RFI's shall be distribt 4. A response to RFI shall not be considered a i revise the Contract Sum or Contract Time, ut 5. If response to RFI is determined incomplete, is unacceptable and any necessary additional receipt of response to RFI. C. RFI Submittal Format: 1. Request for information shall be submitted t Appendix A, Construction Forms, or form p similar format acceptable to Engineer. 2. RFI form shall be electronically completed representative in electronic format. Attachn format. Photo attachments may be in JPG ft shall clearly indicate such with an n multiple RFI's are submitted within short ted to all parties affected. otice to proceed with a change that may less authorized by Owner in writing. t shall be resubmitted with reason response information within five (5) days of time of Engineer on RFI form provided in vided by Engineer in electronic format, or in d emailed to Engineer's designated nts shall be in electronic text or PDF file 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REQUESTS FOR INFORMATION (RFI) 012613-2 1 1 1 1 1 1 1 1 D. RFI Submittal Numbering:' 1. RFI's shall be assigned unique numbers in sequential order (1, 2, 3, 4, etc.). 2. A resubmitted RFI or a previously answered RFI requiring revising or further clarification shall be submitted using original RF1 number followed by ".1" to indicate revision one of RFI (i.e.: RFI No. 34.1 for revision 1 to RFI No. 34). 3. Engineer may return RFI without response for following reasons: a. Request is unclear or incomplete. b. Detailed information not provided. c. Is related to construction means, methods or techniques. d. Is related to health or safety measures. e. Is due to Contractor's lack of adequate coordination. f. Is for coordination between Subcontractors. g. Is considered a "Substitution Request." h. Is considered a "Contractor Proposed Change." i. Is due to non-conformance. j. Response is required by another party. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REQUESTS FOR INFORMATION (RFI) 01 26 13 -3 This page left intentionally blank. Cl 1 r� 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REQUESTS FOR INFORMATION (RFI) 012613-4 I' 1 Di 1 r: 1 1 1 1 1 1 1 1 1 t SECTION 01 29 73 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Schedule of Values. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. Building Code: a. International Code Council (ICC): 1) International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 1.3 DEFINITIONS A. Schedule of Values: A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Application for Payment. 1.4 SUBMITTALS A. Preliminary Schedule of Values: 1. Within ten (10) days after the Effective Date of the Contract (or as otherwise specifically required by the Contract Documents), submit a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. Preliminary Schedule of Values must be received prior to starting Construction. 1.5 SCHEDULE OF VALUES A. Where a Contract is awarded on a lump sum basis, the Contractor shall file with the Engineer a balanced price segregation of the lump sum bid into items similar to the various subdivisions of the general and detailed specifications, the sum of which shall equal the lump sum bid. B. As a minimum, the breakdown shall include mobilization, removal of sediment in the reservoir, liner demolition and disposal, cover demolition and disposal, fencing demolition, CSPE Liner installation, CSPE cover installation, mixing piping, cover pumps and piping, access hatches, fencing, anchor replacement, concrete repair, and demobilization. 1. The cost of various materials shall be furnished upon request of the Engineer, and such data will then be used as a basis for making progress estimates. 2. Breakdown costs, itemized by Specification Section and trade, and distribute cost to individual applicable units and structures. 3. Where structures, units, equipment or other components are identified by a specific series or, identification number, utilize said designation throughout cost breakdown. 4. Provide detailed breakdown for individual yard piping or conduit runs and identify approximate quantities involved to satisfaction of the Engineer. 5. Provide separate breakdown for change order items requested. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SCHEDULE OF VALUES 01 2973- 1 C. A reasonable allocation of the Contract Price to the component parts of the Work will be approved if component parts of the Work, have values assigned to them that are well-balanced with respect to relative values for similar work established by published estimating guides. 1. Unless otherwise agreed to at the Preconstruction Conference, Means Estimator Guide or other similar nationally recognized estimating 'guide shall be used for resolving differences between Engineer's and Contractor's opinions of allocation of values. 2. Consent of Surety: If Contractor and Engineer cannot mutually agree on a Schedule of Values, Engineer will approve a Schedule of Values approved by the Surety providing the Performance Bond. D. Contractor's costs shall not govern the allocation ofvalues when application of Contractor's costs to a component part of the Work results in any other component part or combination of component parts being under -valued in relation to conventional estimating guides. E. SCHEDULE OF VALUES shall be agreed upon prior to first Application for Payment. 1.6 APPLICATION FOR PAYMENT A. Provide a Summary Sheets and cost breakdown sheets equivalent to those of EJCDC document C-620, Contractor's Application for Payment forms B. Provide an additional breakdown sheet, equivalent ito the Stored Material Summary of EJCDC document C-620, showing the tabulation format for stored materials. C. Submit this sheet each month with Contractor's pay request breakdown. D. The detail and format of cost breakdown and stored materials tabulation sheet shall be fully approved by Engineer. PART 2 - PRODUCTS U S (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTIO 10027142 City of Bremerton Reservoir 4 Cover Replaceme,i SCHEDULE OF VALU 01 29 73 - 2 L, t Project 1 SECTION 01 30 00 SPECIAL CONDITIONS 8 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: e 1. Administrative and procedural requirements for: a. Preconstruction Conference. b. Project signs. c. Contractor's Superintendent's Field Office. d. Drawings and Contract Documents for Contractor use. e. Project photographs. f. Project meetings. g. Special considerations related to adjacent properties and facilities. e h. Historical and archaeological finds. i. Administrative procedures. j. Site security. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 8 2. Division 01 - General Requirements. 1.2 ASSURANCE QUALITY A. Referenced Standards: 1. Building code: a. International Code Council (ICC): 1) International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 2. See also Referenced Standards within specific technical specifications. 1.3 PRECONSTRUCTION CONFERENCE A. A preconstruction conference shall be held at Bremerton Engineering offices at 3027 Olympus Drive, Bremerton, WA 98310 the day Notice to Proceed is issued. 1. Contractor's Project Manager and Project Superintendent and Contractor's Subcontractor Representatives shall attend. 1.4 PROJECT SIGNS A. Project Sign: 1. Furnish and install 4 FT x 8 FT plywood backboard with support legs and bracing. 2. 3/4 -inch exterior grade plywood signboard unless otherwise shown or approved. Affix to sign legs with 6 '/2 -inch by 4 -inch galvanized lag screws with stainless steel washers. 3. Case sign with 1 '/4 -inch corner molding all around signboard perimeter, mitered on all corners. 4. Design signs to withstand 100 mile per hour wind. 5. Paint with exterior gloss -finish enamel. 6. The sign shall be laid out as follows: a. Three zones, up to four colors, as directed. b. Not less than 14 lines of text, as directed by Engineer. c. Letters to be Arial font, regular style, painted enamel. 7. Color sample to be provided at Pre -Construction Conference. 8. At a minimum, sign shall include: a. Project Name. b. Owner, using City logo. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SPECIAL CONDITIONS 013000-1 1.5 1.6 1.7 c. Engineering firm, using HDR logo. d. Washington State Department of Health, e. Indication that funding is being providec Board Drinking Water State Revolving 1 B. Contractor's standard company sign. 1. Restricted to: 4 FT x 8 FT, maximum. C. Coordinate sign locations with Owner. DOH logo. 1gh the Washington State Public Works along with logo. D. Signs not listed in this Specification Section permitted only upon approval of Owner. E. Installation and Maintenance: 1. Location of signs shall be as shown or directed by the Owner's representative. 2. Maintain signs so they are clean, legible, and upright. Keep grass and weeds cut away from signs. 3. Repair and repaint damaged signs. 4. Remove and properly dispose of signage when project is completed or when directed by Owner. CONTRACTOR'S SUPERINTENDENT'S FIELD OFFICE A. Establish at site of Project. B. Equipment: T le hone telecopy, mailing address,, and sanitary facilities. C. Ensure attendance at this office during the normal forking day. D. At this office, maintain complete field file of Shop,Drawings, posted Contract Drawings and Specifications, and other files of field operations' including provisions for maintaining "As Recorded Drawings." E. Remove field office from site upon acceptance of the entire work by the Owner and restore site to original condition. DRAWINGS AND CONTRACT DOCUMENTS FOR CONTRACTOR USE A. Refer to General Conditions, paragraph 2.02 A. B. Contractor shall pickup all "no -charge" documents within 10 days from date of Notice to Proceed. C. Additional documents after "no -charge" documents will be furnished to Contractor at cost._ PROJECT MEETINGS A. Construction Meetings: 1. The Engineer will conduct construction meetin a. Contractor's project manager. b. Contractor's project superintendent. c. Owner's designated representative(s). d. Engineer's designated representative(s). e. Contractor's subcontractors as appropriated f. Owner's Construction Quality Control Co: 2. Meetings will be conducted once per week. 3. The Engineer wilt take meeting minutes and su participants and designated recipients identifies a. Corrections, additions or deletions to the n following meeting. 4. The Engineer will schedule meetings for most 5. The Engineer will have available at each meeti meeting minutes. involving: the Work in progress. mit copies of meeting minutes to at the Preconstruction Conference. nutes shall be noted and addressed at the ivenient time frame. full chronological files of all previous 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SPECIAL CONDITIONS 013000-2 i 1 1 1 1 1 1 1 III Ll J 1 1 1 1 F, 1.8 6. The Contractor shall have available at each meeting up-to-date record drawings. B. Pre -Installation Conferences: 1. Coordinate and schedule with Engineer for each material, product or system specified. a. Conferences to be held prior to initiating installation, but not more than two (2) weeks before scheduled initiation of installation. b. Conferences may be combined if installation schedule of multiple components occurs within the same two (2) week interval. c. Review manufacturers recommendations and Contract Documents Specification Sections. 2. Contractor's Superintendent and individual who will actually act as foreman of the installation crew (installer), if other than the Superintendent, shall attend. SPECIAL CONSIDERATIONS RELATED TO ADJACENT PROPERTIES AND FACILITIES A. Contractor shall be responsible for negotiations of any waivers or alternate arrangements required to enable transportation of materials to the site. B. Access, Traffic Control, and Parking: 1. Maintain conditions of access road to site such that access is not hindered as the result of construction related deterioration. 2. Do not permit driving across or transporting materials or equipment across areas outside the construction limits shown on the Drawings. 3. Provide traffic control devices and personnel necessary to ensure a safe interface of construction traffic with business traffic to and from adjacent sites. 4. Provide access routes for emergency vehicles at all times. 5. Provide daily sweeping of hard -surface roadways to remove soils tracked onto roadway. 6. Provide on site parking for all staff to limit interference with adjacent properties and businesses. 1.9 HISTORICAL AND ARCHAEOLOGICAL A. If during the course of construction, evidence of deposits of historical or archeological interest is found, the Contractor shall cease operations affecting the find and shall notify Owner. 1. No further disturbance of the deposits shall ensue until the Contractor has been notified by Owner that Contractor may proceed. 2. Owner will issue a notice to proceed after appropriate authorities have surveyed the find and made a determination to Owner. 3. Compensation to the Contractor, if any, for lost time or changes in construction resulting from the find, shall be determined in accordance with changed or extra work provisions of the Contract Documents. 4. The site has been previously investigated and has no known history of historical or archaeological finds. 1.10 ADMINISTRATIVE PROCEDURES A. Unless otherwise specified, or agreed to in the Pre -Construction Conference, use the following EJCDC standard forms for Work Change Directives, Change Orders, and Field Orders: 1. C-940 Work Change Directive 2013. 2. C-941 Change Order 2013. 3. C-942 Field Order 2013. 1.11 SITE SECURITY A. Contractor is responsible for maintaining a secure site. B. Reservoir is to be protected at all times with either existing fencing, temporary fencing, or final installed new fencing. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SPECIAL CONDITIONS 013000-3 C. Contractor is responsible for maintaining a secured work site, particularly when not on site. At no time, other than when actively installing liner and cover systems, shall unrestricted access to the reservoir be permitted. 1.12 SUBMITTALS A. Project Identification Signage: 1. Typeand d g rade of materials. 2. Layout, size, trim, framing, supports, and coatings. 3. Size and style of lettering. 4. Color designations. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTI( 10027142 City of Bremerton Reservoir 4 Cover Replacemen SPECIAL CONDITION 013000-4 IN t Project F—,., L 1 1 1 1 lil 1 1 1 1 w 1 1 1 L111 SECTION 0132 17 CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: I. Specific requirements for the preparation, submittal, updating, and status reporting of the construction Progress Schedule. B. Related Specification Sections include, but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. C. Review of the CPM Schedule: 1. in so far as the Contractor is solely responsible for its means and methods and the Critical Path Method (CPM) schedule represents in part its means and methods, the review of the CPM schedules (preliminary, baseline, updates, revisions, etc.) is for compliance with the requirements as defined in the contract documents. 2. The review of the CPM schedule is not intended to be complete or exhaustive or check every activity and its relation to the work. 3. The Engineer will provide comments on the CPM schedule compliance with those contract requirements and anomalies that might appear to the Engineer. 4. If the Contractor fails to include contract requirements (e.g. specified cure times, commissioning periods) in the CPM schedule, or the Engineer fails to notify the Contractor of anomalies the Contractor is not relieved of the contract requirements. 5. Acceptance of the CPM schedule does not imply that the Owner has approved or accepted the Contractor's means and methods or sequence for performing the work to construct the project. 6. If the Contractor has questions or concerns about comments, the Contractor, Engineer, and Owner shall meet to resolve those issues prior to issuance of future updates or revisions. 1.2 DEFINITIONS A. The following definitions shall apply to this Specification Section: 1. EXECUTION OF THE CONTRACT: The date the contract is signed by the last party, either the Owner or the Contractor. 2. WORKING DAYS: Monday through Friday except holidays as directed by the Owner. 3. BASELINE SCHEDULE: The initial detailed Progress Schedule prepared by the Contractor defining its plan for constructing the Project in accordance with the Contract Documents. 4. SCHEDULE UPDATE: The initially accepted Baseline Schedule, or subsequently approved Revised Baseline Schedules, updated each month to reflect actual start and finish dates of each schedule activity and the remaining duration of activities that began during the period. 5. CURRENT SCHEDULE: The current schedule is either the Baseline Schedule or Revised Baseline Schedule including and incorporating Schedule Updates. 6. REVISED BASELINE SCHEDULE: The initially accepted Baseline Schedule revised to reflect approved contract change orders and modifications. 7. RECOVERY SCHEDULE: a. A schedule indicating the Contractor's plan for recovering lost time. b. A recovery schedule will be requested when the Contractor is forecasting at least 10 working days or more delays in meeting a contract milestone or the contract completion date. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONSTRUCTION PROGRESS SCHEDULE 01 32 17-1 8. SHORT INTERVAL SCHEDULE: a. Schedule prepared by the Contractor b. This is also known as a Look -Ahead 1.3 SUBMITTALS A. Baseline Schedule: 1. Submittal and review: a. Submit within 15 working days after Exec the contract, whichever is earlier. b. The Engineer shall review the baseline sch Contractor within ten (10) working days al c. After receiving comments, the Contractor,. comments within five (5) working days. d. After the meeting, the Contractor will mod baseline schedule within 5 working days. e. After the Engineer confirms that the Contr schedule will become the baseline schedul 2. Submittal package: a. CPM time -scaled network diagram: j 1) A printed logic diagram and PDF that a) _ Unique activity number/identifies numeric/alpha. b) Activity description. c) Activity duration. d) Early start and early finish for ea, e) Late start and late finish for each 0 Total float (TF) for each activity. g) Predecessor activities. h) Successor activities. i) Cost/budget to complete the worl j) Resources needed to complete the k) Bar showing the early start and C, 2) The activities will be sorted by area, Yr the Engineer. 3) Print the CPM time -scaled network di; 17 IN. B. Schedule Updates: 1. Submittal and Review: a. The Contractor shall provide a Schedule Baseline Schedule is completed. b. The Engineer shall provide comments to c. The Contractor shall incorporate the Eng 2. CPM time -scaled network diagram as descrit a. Do not change the description of an actiN 1) Any activity added to the schedule description. 2) If activities are deleted, the deleted t the work planned for the coming weeks. n of the Contract or the effective date of .le and provide comments to the receipt of the schedule. Engineer shall meet to review the the schedule as agreed and resubmit the it has made the changes as agreed, the iclude the following information: numeric, alpha or combination of activity. in the activity. activity. npletion dates of each activity. des, and subcontractors as agreed on with on minimum sheet size of 11 IN x on the 4th of each month after the Contractor on the Schedule Update. er comments into the next Schedule Update. for the Baseline Schedule: number. 1 have a new unique activity number and number(s) will not be used again. C. Recovery Schedule: 1. When the activities on the critical path or the completion milestones appear to be fifteen (15) working days beyond the contract time, thEngineer may request and the Contractor shall provide a Recovery Schedule demonstrating how the Contractor will recover the lost time so that the Work will be completed within the Contract Time. 2. Provide the Recovery schedule within ten (I0)1working days after requested by the Engineer. 10027142 City of Bremerton Reservoir 4 Cover Replacemegqt Project CONSTRUCTION PROGRESS SCHEDU 01 32 17-2 I t 1 1 1 1 1 I 1 1 ril i i1 r 1 L 1 1.4 3. Activities will be added oFth& durations modified to reflect the changes to the work. 4. The Engineer will review and provide comments to the Contractor on the Recovery Schedule within five (5) working days. 5. Incorporate the Engineer comments into the Recovery Schedule. 6. After acceptance by the Engineer, the Recovery Schedule use for future Schedule Updates. 7. CPM time -scaled network diagram as described for the Baseline Schedule: a. Do not change the description of an activity number. 1) Any activity added to the schedule shall have a new activity number and description. 2) If activities are deleted, the deleted activity number(s) will not be used again. 8. Provide a narrative with an explanation of the changes in logic and/or activity durations. D. Short Interval Schedule: 1. Provide a three-week schedule each week during the Contract Time. This schedule can be reviewed at each progress meeting. a. Provide an accurate representation of the work performed the previous week and work planned for the current week and subsequent two (2) weeks. 2. Provide in a tabular format with bars or other graphic representing work duration. a. Reference activity ID numbers on the Baseline, Revised Baseline, or Updated Schedule, whichever is being currently used. b. Note by color, highlight or underscore all activities on the critical path. 3. Identify inspection hold points including special inspections needed before the Contractor can move forward with the work.. 4. Identify the day materials provided by the Owner or others needed on site. 5. Identify utility tie-ins and traffic changes including road and/or lane closures. GENERAL REQUIREMENTS A. Prepare and submit construction progress schedules as specified herein. 1. Develop and maintain Baseline, Updates and Recovery schedules using Microsoft Project or equal as approved by the Engineer. 2. Include the following information: a. Construction start dates (Award date, Notice(s) to Proceed date), b. Procurement activities. c. Preparation of key submittals for materials and equipment. d. Engineers review and approval of key submittals. e. Material and equipment fabrication lead times. f. Material and equipment deliveries for Contractor, Owner and third parties. g. Water curing of concrete after placement for all structures. h. Shutdowns. i. Utility tie-ins. j. Plant tie-ins. k. Traffic changes and closures. 1. Inspections and hold points. m. Start up of equipment. n. Testing of equipment and systems. o. Training. p. Commissioning. q. Contract milestones: 1) Intermediate milestones. 2) Substantial Completion Date. 3) Physical Completion Date. 3. The following CPM schedule outputs will be rejected without further review: a. Schedules indicating the start of the critical path at a date point or activity beyond the date of Notice to Proceed, or schedules indicating a discontinuous critical path from Notice to Proceed to Contract completion. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONSTRUCTION PROGRESS SCHEDULE 0132 17-3 b. Schedules defining critical activities as those on a path or paths having some minimum value of float. c. Schedules with multiple critical paths. d. Schedules indicating a completion date beyond the contractual completion date. B. The number of activities shall be sufficient to assure adequate planning of the project, to permit monitoring and evaluation of progress, and to do an analysis of time impacts. 1. Work activities shall not exceed durations of I days or 2 weeks. a. Procurement and fabrication activity durat ons may exceed 10 days or 2 weeks. 2. Schedule activities shall include the following' a. A clear and legible description. b. At least one (1) predecessor and one (1) successor activity, except for project start and finish milestones. C. Early Completion Schedule: 1. Contractor may show early completion time on any schedule provided that the requirements of the contract are met. 2. Contractor may increase early completion time by improving production, reallocating resources to be more efficient, performing sequential activities concurrently or by completing activities earlier than planned. 3. Any time between the Contractor's early comp etion and the Contract Time will be considered float. D. Plan working durations to incorporate the effects of normal weather impacts. E. Float: 1. The project owns the float, therefore neither tli Owner nor the Contractor has exclusive use of the float; the float can be used by either party. 2. Once float is used, liability for delay of the prof ect completion date rests with the party actually causing delay to the project completion date. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) 10027142 END OF SECTI City of Bremerton Reservoir 4 Cover ReplacemF CONSTRUCTION PROGRESS 01:3217-4 )N t Project v 1 SECTION 0135 05 ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 1 10027142 City of Bremerton Reservoir 4 Cover Replacement ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 013505-1 PART 1 - GENERAL 1 1.1 SUMMARY A. Section Includes: 1. Minimizing the pollution of air, water, or land; control of noise, the disposal of solid waste materials, and protection of deposits of historical or archaeological interest. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 1.2 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Prior to the start of any construction activities submit: a. A detailed proposal of all methods of control and preventive measures to be utilized for environmental protection. b. A drawing of the work area, haul routes, storage areas, access routes and current land conditions including trees and vegetation. c. A copy of the approved pollution prevention plan. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 INSTALLATION A. Employ and utilize environmental protection methods, obtain all necessary permits, and fully observe all local, state, and federal regulations. B. Land Protection: 1. Except for any work or storage area and access routes specifically assigned for the use of the Contractor, the land areas outside the limits of construction shall be preserved in their ' present condition. a. Contractor shall confine his construction activities to areas defined for work within the Contract Documents. 2. Manage and control all borrow areas, work or storage areas, access routes and embankments to prevent sediment from entering nearby water or land adjacent to the work site. 3. Restore all disturbed areas including borrow and haul areas and establish permanent type of locally adaptable vegetative cover. 4. Unless earthwork is immediately paved or surfaced, protect all side slopes and backslopes immediately upon completion of final grading. 5. Plan and execute earthwork in a manner to minimize duration of exposure of unprotected soils. 6. Except for areas designated by the Contract Documents to be cleared and grubbed, the Contractor shall not deface, injure or destroy trees and vegetation, nor remove, cut, or disturb them without approval of the Engineer. a. Any damage caused by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. 1 10027142 City of Bremerton Reservoir 4 Cover Replacement ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 013505-1 C. Surface Water Protection: 1. Utilize, as necessary, erosion control methods' the discharge of sediment to the surface water grading is complete. a. These controls shall be maintained until th landscaping or until they are no longer wa Engineer. b. Physically retard the rate and volume of n 1) implementing structural practices suc silt fences, berms, storm drain inlet pr, traps and temporary basins. 2) Implementing vegetative practices sue mulching, sod stabilization, vegetatiu control blankets, sodding., vegetated s 3) Providing Construction sites with gra, drives and parking areas to reduce the roads. 2. Discharges from the construction site shall not produce objectionable films, colors, turbidity, stream or waterway. D. Solid Waste Disposal: 1. Collect solid waste on a daily basis. 2. Provide disposal of degradable solid waste to a 3. Provide disposal of nondegradable solid waste' an alternate manner approved by Engineer and 4. No building materials wastes or unused buildin disposed of on the site. 5. The Contractor is strongly encouraged to recyc investigations indicate it may be possible to re E. Fuel and Chemical Handling: 1. Store and dispose of chemical wastes in a m 2. Take special measures to prevent chemicals, from entering drainage ways. 3. Do not allow water used in onsite material p waste waters to enter a drainage way(s) or st 4. The Contractor shall provide containment ar ensure that spills in these areas do not reach protect side and backslopes, minimize and [ving the construction site as soon as rough site is ready for final grading and rnted and concurrence is received from the ,on and runoff by: as diversion swales, terraces, straw bales, tection, rocked outlet protection, sediment h as temporary seeding, permanent seeding, buffers, hydroseeding, anchored erosion vales or a combination of these methods. eled or rocked access entrance and exit tracking of sediment onto public or private ain pollutants at concentrations that sits or noxious odors in the receiving approved solid waste disposal site. an approved solid waste disposal site or in !gulatory agencies. materials shall be buried, dumped, or demolition debris. Preliminary ;le the existing liner and cover material. ner approved by regulatory agencies. Mels, oils, greases, herbicides, and insecticides Control of Dust: I . The control of dust shall mean that no construe applying all such reasonable measures as may i becoming airborne so that it remains visible be a. Reasonable measures may include paving; groundcover, application of water or appli b. The use of chemical agents such as calciul' Washington DOT. 2. Utilize methods and practices of construction t regulations. 3. The Engineer will determine the effectiveness' the Contractor to provide additional measures,, G. Burning: 1. Do not burn material on the site. 2. If the Contractor elects to dispose of waste mat off-site burning area and conform to all agency 10027142 City of Bremerton Reservoir 4 Cover Replac ENVIRONMENTAL PROTECTION AND' 013505-2 concrete curing, cleanup, and other fueling and chemical storage areas to s of the state. :ion activity shall take place without le required to prevent particulate matter from fond the limits of construction. frequent road cleaning, planting vegetative ation of chemical dust suppressants. 1 chloride must be approved by the State of eliminate dust in full observance of agency the dust control program and may request no additional cost to Owner. by burning, make arrangements for an CONTROLS n 1 F 1- 1 D I- t H. Control of Noise: 1. Control noise by fitting equipment with appropriate mufflers. I. Completion of Work: 1. Upon completion of work, leave area in a clean, natural looking condition. 2. Ensure all signs of temporary construction and activities incidental to construction of required permanent work are removed. J. Historical Protection: 1. If during the course of construction, evidence of deposits of historical or archaeological interests is found, cease work affecting find and notify Engineer. a. Do not disturb deposits until written notice from Engineer is given to proceed. 2. The Contractor will be compensated for lost time or changes in construction to avoid the find based upon normal change order procedures. ENC OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 013505-3 f This page left intentionally blank. 10027142 City of Bremerton Reservoir 4 Cover Replace ENVIRONMENTAL PROTECTION AND 013505-4 CONTROLS C 1 11 1 ti �I LJ t ��111 SECTION 0142 13 STANDARD ABBREVIATIONS AND SYMBOLS PART 1 - GENERAL 1.1 UNITS OF MEASUREMENT A (amp) ampere(s) ACFM actual CFM AIC amps interrupting capacity AWG American Wire Gage BF board foot (feet) BHP brake horsepower BTU British thermal unit BTUH British thermal units per hour C centigrade cc cubic centimeter CCM/SEC cubic centimeter(s) per second CF cubic feet CFH cubic feet per hour CFM cubic feet per minute CM centimeter(s) CM/SEC centimeter(s) per second CPS cycle(s) per second CU cubic CU FT cubic feet CU IN cubic inch(es) CU M cubic meter(s) CY cubic yard(s) Db decibel(s) DbmV decibel millivolts DEG degree(s) (angular) DegC degree(s) Centigrade DegF degree(s) Fahrenheit F Fahrenheit FBM board measure FPM feet per minute FPS feet per second FT feet, foot 10027142 City of Bremerton ! Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-1 FV face velocity G gram(s) GA gage GAL gallon(s) GAL/SF gallon(s) per square foot GPH gallon(s) per hour GPM gallon(s) per minute GPS gallon(s) per second HD head HP horsepower HR hour(s) Hz hertz IN inch(es) IN Hg inches, mercury IN -LB inch -pounds (force) IN WG inches, water gage IPS iron pipe size K kip(s) K value thermal conductivity (BTU%IN/HR/SF/DegF) KG kilogram(s) KHz kilohertz Kpa kilopascal(s) KSM kilogram(s) per square meter KV kilovolt(s) KVA kilovolt ampere(s) WAR kilovars KW kilowatt(s) KWH Kilowatt hours L liter(s) LB pound(s) LBF -IN pound (force) inch LF linear foot, linear feet LIN linear, lineal LM linear meter(s) L/M liter(s)/meter M meter mA milliamps MBTU thousand BTU 10027142 City of Bremerton' Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-2 I I / i - 1 1 MBH thousand BTU/HR MCFH thousand cubic feet per hour MCM thousand circular mils MFBM thousand feet board measure MHz megahertz mHz millihertz MI mile(s) MIN. min. minute(s), minimum ml milliliter MM, mm millimeter(s) MO month(s) MPH miles per hour MVA Megavolt amperes OZ ounce(s) psi Pounds per square inch QT quart RH relative humidity R value thermal resistance ((SF x DegF x HR)/BTU) RMS root mean square RPM revolutions per minute S second SCFM standard CFM SF square foot, square feet SM square meter(s) SQ CM square centimeter(s) SQ IN square inch(es) SQUARE square (roofing) = 100 SF of surface SSU saybolt seconds universal SYM symmetrical U value thermal conductance (1 divided by total R value) (BTU/SF/DegF/HR) uV microvolts V volt(s) Vac volt(s), AC Vdc volt(s), DC w watt(s) YD yard(s) YR year(s) 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13 -3 1.2 TERMINOLOGY A astragal @ at AB anchor bolt A/C air-condition, air -conditioner AC air compressor, alternating current ACLD air-cooled ACOUS acoustical ACSR aluminum conduit or steel reinforced AD area drain, automatic damper ADH adhesive ADJ adjust, adjustable ADMIN administration A/E Architect/Engineer AFF above finished floor AFG above finished grade AGGR aggregate AHU air handling unit AL aluminum ALT alternate AM amplitude modulation, ammeter AMB ambient AMP amplifier ANOD anodized ANN annunciator ANT antenna AP access panel APC acoustical plaster ceiling APPAR apparatus APPX appendix APX approximate ART article ASPH asphalt ASST assistant ASSY assembly ATC acoustical tile ceiling ATS automatic transfer switch 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-4 i [l 1 A I 1 1 i �t 1 r AUTO automatic ` AUX auxiliary AV avenue AVG average AWG American Wire Gage B base, boiler, blank, bottom BB base board B to B back to back BAL balance BAR barrier BAT batten BC bottom of caisson BCCMP bituminous coated corrugated metal pipe BD board BITUM bituminous BKR breaker BKT bracket BL base line BLDG building BLKG blocking BM beam BP base plate BR bedroom BRG bearing BRZ bronze BS barium sink BSMT basement BT bathtub BUR built-up roof BW both ways C to C center to center CA cold air CAB cabinet CATV community antenna television CB chalk board CC cooling coil CCB concrete block, masonry CCF concrete floor 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13 -5 CCT cubical curtain track CCN closed circuit television CD ceiling diffuser CEM cement CEM AB cement asbestos board CEM ASB cement asbestos CG corner guard CGU ceramic glazed units CH chiller CHAM chamfer CHW chilled water Cl cast iron CIP cast iron pipe, cast in place CIR circle CJ construction joint CKT circuit CL center line, clearance CLG ceiling CLJ control joint CLKG calking CLO closet CM Construction Manager CMP corrugated metal pipe CMPR compressor CMT ceramic mosaic tile CND, C conduit CO cleanout COL column COM common COMP composite COMPR compressible CONC concrete COND condition CONN connection CONST construction CONT continuous CONTR contractor CU, COP copper. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-6 1 y 1 ORR corridor CPT carpet CR control room CRIT critical CRT cathode ray tube CSMT casement CSS clinical service sink CT ceramic tile, cooling tower CTB ceramic mosaic tile base CTD coated CTR center CUH cabinet unit heater CULV culvert CURT curtain CW cold water d delta DA deformed anchor DBL double DBT dry bulb temperature DEM demolition, demolish DEPT department DET detail DF drinking fountain DIA, D diameter DIAG diagonal DIM dimension DISP dispenser DIST distribution DL dead load DN down DP dampproofing, double pole, data processing DR drain, doctor's register DT dew point temperature DWG drawing DWR drawer EL elevation FA fire alarm FCAN full capacity above nominal 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-7 FCBN full capacity below nominal FD floor drain, fire damper FDN foundation FDV fire department valve FE fire extinguisher FEC fire extinguisher cabinet FEM female FF final filter FH fire hose FHC fire hose cabinet FHV fire hose valve FL floor, flush FLA full load amps FLEX flexible FLG flooring FLUOR fluorescent FM frequency modulation radio FT fin tube FTG footing FURN furnish FUT future FV field verify FVC fire valve cabinet FWC fabric wall covering FXTR fixture GA gage GALV galvanize(d) �I G.C. glazed coating GEN generator G. F. granular fill GL glass GR grade GRD ground li GSB gypsum sheathing board GWB gypsum wallboard GYP gypsum HB hose bib HC handicapped 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-8 f, 1 1 1 1 i HDWD hardwood HID high intensity discharge H. M. hollow metal HORIZ horizontal HPS high pressure sodium HR handrail HTR heater HW hardware, hot water HX heat exchanger HZ hertz IC intercom ID inside diameter IH intake head IMC intermediate metal conduit INK insulation ITB interior top bar IVT intravenous track JC Janitor's closet KO knockout LD linear diffuser LE left end LED light emitting diode LIN linear, lineal LL liveload LR linear return LRA locked rotor amps LS life safety/support LW lightweight M meter MACH machine MAS masonry MATL material MAN master antenna television MAX maximum MB main breaker MCB metal corner bead MCC motor control center MCP motor circuit protector 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 014213-9 MECH mechanical MED medicine MERC mercury MFD manufactured MFG manufacturing MFR manufacturer MGA medical gas alarm MH manhole, metal hallide MIN minimum MISC miscellaneous MLDG molding MLO main lugs only MO masonry opening MOD modification, modify MS mop sink MTD mounted MTG mounting MTL material MULL mullion MVA mega -voltamperes MWP metal wall panel N North NAT natural NATL national NC — nurse call, normally closed NEG negative NIC not in contract NO number, normally open NOM nominal NORM normal NOS nitrous oxide NRC noise reduction coefficient NTS not to scale OA outside air OC on center, overcurrent OD outside diameter OPNG opening OPP opposite 10027142 City ot'Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13- 10 r t 1 1 1 OX oxygen pH chemical symbol for measure of acidity/alkalinity QT quarry tile QTB quarry tile base QUAL quality R radius RA return air RAD radiology RCCP reinforced concrete culvert pipe RCP reinforced concrete pipe RCPT receptacle RCV receive RD roof drain road RE right end REC recess REF refer reference REFR refrigerator REIN reinforce REL A relief air REM remainder REQD required RESIL resilient REV revise reversing revision RF return fan RFG roofing RF(I) radio frequency (interference) RGS rigid galvanized steel conduit RH relief hood RM room RO rough opening RR railroad RTV room temperature vulcanized (silicone fireproofing foam) RV reduced voltage RVT reinforced vinyl tile 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 01 42 13 - 11 RM right-of-way RW return wall register RY railway S sink single South S2S surfaces or dressed 2 sides S4S surfaced or dressed four sides SA shock absorber sound attenuator supply air SALV salvage SAN sanitary SAT sound attenuator SB sitz bath SC sill cock SCH schedule SCR silicone controlled rectifier SD shower drain showerdoor smoke damper . SECT section SECY secretary SF supply fan SFD smoke -actuated fire damper SGL single SH shower SIM similar SL sliding SLV sleeve S/N solid neutral SP standpipe static pressure sump pump SPD standpipe drain SPEC specification 10027142 City of Bremerton I Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 01 42 13 - 12 SQ square SR sheet rubber SRV steam safety relief valve SS service sink SSS surgeons' scrub sink SST stainless steel ST stainless steel sink street steam trap STA station stationary START starter STD standard STIFF stiffener STOR storage STRL structural SURF surface SUSP suspend(ed) SV sheet vinyl SV(N.S.) sheet vinyl (nonslip) SW supply wall diffuser switch SWBD switchboard SYM symbol symmetrical SYS system T toilet top th row T & G tongue and groove TA tempered air TB tackboard TC top of curb TEL telephone TEMP temperature temporary TER terrazzo TERM terminal 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13- 13 THRU through TOC top of caisson TOF top of footing TOW top of wall TP toilet partition TRT treat treated treatment TS top of steel TV television TX transformer TYP typical UC undercut UH unit heater UHF ultra high frequency UNEX unexcavated UNFIN unfinished UR urinal US utility sink UTIL utility VAC vacuum VAV variable air volume VB vapor barrier VCP vitrified clay pipe VCPX vitrified clay pipe extra strength VD volume damper VEH vehicle VERT vertical VEST vestibule VF ventilation fan drop VHF very high frequency VM voltmeter VOL volume VP vacuum pump VS venturi station VT vinyl tile VTR vent thru roof VWC vinyl wall covering 10027142 City of Bremerton Reservoir Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13-14 W West wall mounted wide flange W/ with WA Wainscot WBT wet bulb temperature WC water closet WD wood WDW window WF wide flange WH water heater WI wrought iron WL wind load WLD welded W M wattmeter W/o without WP waterproof(i ng ) working point weatherproof (electrical) WS waterstop WT weight WWC wood wall covering WWR welded wire reinforcement XFMR transformer XP explosion proof YD yard YR year Y W wye XLP cross linked polyethylene ZA zone annunciator is single speed 2S two speed 1W one winding 2W two winding 10027142 City of Bremerton Reservoir 4 Cover Replacement Project STANDARD ABBREVIATIONS AND SYMBOLS 0142 13-15 1.3 ORGANIZATIONS AND STANDARDS ANSI American National Standards Institute ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers, Inc. ASME American Society of Mechanical Engineers ASTM ASTM International CS Commercial Standard (U:S. Department of Commerce) FM FM Global FS Federal Specification IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association NBS National Bureau of Standards (Obsolete, See NIST) NEC National Electrical Code NECA National Electrical Contractors Association NECS National Electrical Code Standards NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NIST National Institute of Standards and Technology SMACNA Sheet Metal and Air Conditioning National Contractors Association, Inc. UL Underwriters Laboratories) Inc. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTI( 10027142 City ol'Bremerton Reservoir 4 Cover Replacemer STANDARD ABBREVIATIONS A] 01 42 13- 16 t Project 1D SYMBOLS SECTION 0165 50 PRODUCT DELIVERY, STORAGE, AND HANDLING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery. 2. Packaging of products for delivery. 3. Protection of products against damage from: a. Handling. b. Exposure to elements or harsh environments. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. C. Payment: 1. No payment will be made to Contractor for equipment or materials not properly stored and insured or without approved Shop Drawings. a. Previous payments for items will be deducted from subsequent progress estimate(s) if proper storage procedures are not observed. 1.2 DELIVERY A. Scheduling: Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. B. Packaging: Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. C. Identification: Clearly and fully mark and identify as to manufacturer, item, and installation location. D. Protection and Handling: Provide manufacturer's instructions for storage and handling. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 PROTECTION, STORAGE AND HANDLING A. Manufacturer's Instruction: 1. Protect all products or equipment in accordance with manufacturer's written directions. a. Store products or equipment in location to avoid physical damage to items while in storage. b. Handle products or equipment in accordance with manufacturer's recommendations and instructions. 2. Protect equipment from exposure to elements and keep thoroughly dry. 3. When space heaters are provided in equipment, connect and operate heaters during storage until equipment is placed in service. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project PRODUCT DELIVERY, STORAGE, AND HANDLING 01 65 50 - 1 3.2 STORAGE FACILITIES A. Temporary Storage Building: 1. Provide a weatherproof temporary storage building specifically for the purpose of providing for protection of products and equipment. a. Size building to accommodate: anticipated) storage items. 2. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 3. Provide methods of storage of products and equipment off the ground. 4. Provide this structure within 30 days after Notice to Proceed. a. Locate building on-site where shown on the Drawings or in location approved by Engineer. b. Remove building from site prior to startup and demonstration period. 3.3 FIELD QUALITY CONTROL A. Inspect Deliveries: 1. Inspect all products or equipment delivered to Ifhe site prior to unloading. a. Reject all products or equipment that are damaged, used, or in any other way unsatisfactory for use on Project.. B. Monitor Storage Area: Monitor storage area to ensure suitable temperature and moisture conditions are maintained as required by manufacturer or as appropriate for particular items. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replaceme PRODUCT DELIVERY, STORAGE, 01 6550-2 1 t Project ND HANDLING i L� SECTION 01 73 29 DEMOLITION, CUTTING AND PATCHING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1 1. Demolition, cutting and patching of existing construction where shown on Drawings, or as required to accommodate new work shown or specified. 2. Removal and protection of items identified to be saved or reused. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 3. Section 03 01 37 — Concrete Repair and Rehabilitation. 4. Section 03 01 38 — Concrete Crack Repair. 1.2 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Provide documentation of demolition and removal. a. Indicate limits and sequencing to be used. b. Show and identify any items to be kept for Owner reuse or retention. 3. Provide schedule of demolition activities including overall schedule, planned utility interruptions, interruptions of Owner/Using Agency services and traffic control if required. 4. Indicating manufacturer and type of: a. Proposed nonshrink grout. b. Epoxy bonding adhesive. c. Proposed materials and methods to be used for matching and repairing existing construction. 1.3 DELIVERY, STORAGE, AND HANDLING (NOT USED) 1.4 PROJECT CONDITIONS A. Perform preliminary investigations as required to ascertain extent of work. 1.5 SEQUENCING AND SCHEDULING A. Coordinate and reschedule work as required to preclude interference with other operations. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following products and manufacturers are acceptable: 1. Epoxy bonding adhesive: a. Euco No.452 MV by Euclid Chemical Co. b. Sikadur 32, Hi -Mod by Sika Corporation. 2. Epoxy patch: a. Depth of patch: 1) Greater than 3/4 IN: Five Star MP Epoxy Patch. 2) Between 1/8 IN and 3/4 IN: Five Star Fluid Epoxy. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project DEMOLITION, CUTTING AND PATCHING 01 73 29 - 1 2.2 MATERIALS A. Temporary Partitions: 1. Plywood: 1/2 IN minimum for interior or exte B. Nonshrink Grout: 1. Non -shrink, non-metallic, non -corrosive, and a. Conform to ASTM C1107, Grade B. 2. Premixed with only water to be added in acco ll jobsite. 3. Grout to produce a positive but controlled exp a. Mass expansion shall not be created by g', 4. Minimum 28 day compressive strength: 7,00( C. Epoxy Bonding Adhesive: 1. Two component, moisture insensitive adhesiv fresh concrete to hardened concrete. use. with manufacturer's instructions at liberation or by other means. psi. manufactured for the purpose of bonding PART 3 - EXECUTION 3.1 PREPARATION A. Provide and maintain temporary Partitions as required in public areas. 1. Construct partitions of braced plywood in exterior areas. B. Provide and maintain substantial barricades and sa� ety lights as required. C. Provide and maintain temporary weather protectro i as necessary. D. Provide adequate temporary bracing to maintain safety, stability and to resist all loads to which the structure may be subjected. 3.2 DEMOLITION A. Cutting and Removal: 1. Remove existing work indicated to be removed, or as necessary for installation of new work. 2. Neatly cut and remove materials, and prepare all openings to receive new work. 3. Remove masonry or concrete in small sections B. Modification of Existing Concrete: 1. Where indicated, remove existing concrete and finish remaining surfaces as specified in Division 03 Specifications. a. Make openings by sawing through the exiting concrete. 1) Core drill with 61N DIA core at the corners of rectangular openings to avoid overcutting at corners. b. Break out concrete after initial saw cuts in the event concrete thickness prevents cutting through. c. Where saw cutting is not possible, make o enings by drilling holes around perimeter of opening and then chipping out the concrete. 1) Holes shall be sufficient in number to prevent damage to remaining concrete. 2. Oversize required openings in existing concrete 1 IN on all sides and build back to required opening size by means of nonshrink grout epoy bonded to the existing concrete. 3. Protect remaining concrete from damage. a. If existing concrete to remain becomes damaged, cease demolition and make corrections as required to avoid further damage. b. Notify Engineer immediately of any damage to remaining concrete. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project DEMOLITION, CUTTING AND PATCHING 01 7329-2 1 N 1 1 C. Removal of Existing Anchor Bolts or Other Protruding Elements: I. Remove all protruding elements. 2. Remove to a depth of 1/4 IN below finished surface. 3. Fill void with epoxy patch. D. Matching and Patching: 1. Adjoining areas. a. Repair adjoining areas disturbed by removal. b. Match and patch existing construction disturbed during installation of new work. 2. Methods and materials: a. Similar in appearance, and equal in quality to adjacent areas for areas or surfaces being repaired. b. Subject to review of Owner. 3. Reinforcing steel that is cut and exposed: a. Remove to a depth of 2 IN. b. Fill void with epoxy patch. E. Items to be Demolished: 1. Dispose of items and materials identified on Drawings to be demolished. a. Promptly remove from site. b. It may be possible for polypropylene cover and liner to be recycled. 2. Do not store or sell Contractor salvaged items or materials on-site. 3. Carefully remove items to be demolished so as to protect remaining structure. 4. In removing cover, liner, and related components, avoid accumulation of construction debris within reservoir. F. Clean Up: I . Transport debris and legally dispose of off-site. 2. Immediately inspect condition of remaining concrete structure and ascertain extent of any required repairs prior to proceeding with new construction. 10027142 END OF SECTION City of Bremerton Reservoir 4 Cover Replacement Project DEMOLITION, CUTTING AND PATCHING 017329-3 This page left intentionally blank, 10027142 City of Bremerton Reservoir 4 Cover Replacement Project DEMOLITION, CUTTING AND PATCHING 017:329-4 I 1 1 1 r SECTION 01 74 13 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for maintaining cleanliness in the area of the Work not including special cleaning of closed systems specified elsewhere. 2. This Section does not include disinfection, which is required. Disinfection is specified in Section 33 47 15, Reinforced Membrane Liner and Cover for Potable Water. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 33 47 15 — Reinforced Membrane Liner and Cover for Potable Water 1.2 STORAGE AND HANDLING A. Store cleaning products and cleaning wastes in containers specifically designed for those materials. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: 1. All cleaning agents shall be NSF/ANSI 60 Certified. 2. Compatible with surface being cleaned. 3. New and uncontaminated. 4. For Manufactured Surfaces: Material recommended by manufacturer. PART 3 - EXECUTION 3.1 CLEANING - GENERAL A. Prevent accumulation of wastes that create hazardous conditions. B. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CLEANING 01 74 13- 1 1.3 SCHEDULING A. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 1.4 QUALITY ASSURANCE A. Referenced Standards. 1. NSF/ANSI Standard 60. 1.5 SUBMITTALS A. Product Data: 1. Certification that chemicals proposed to be used are NSF/ANSI 60 compliant. 2. Application information indicating proposed use of cleaning chemicals, compliant with 1 manufacturer's recommendations. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: 1. All cleaning agents shall be NSF/ANSI 60 Certified. 2. Compatible with surface being cleaned. 3. New and uncontaminated. 4. For Manufactured Surfaces: Material recommended by manufacturer. PART 3 - EXECUTION 3.1 CLEANING - GENERAL A. Prevent accumulation of wastes that create hazardous conditions. B. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CLEANING 01 74 13- 1 C. Do not dispose of volatile wastes such as mineral s drains or sewers. D. Dispose of degradable debris at an approved solid E. Dispose of nondegradable debris at an approved so manner approved by Engineer and regulatory agem F. Handle materials in a controlled manner with as fe, G. Do not drop or throw materials from heights greate warrant greater care. H. On completion of work, leave area in a clean, natuf 1. Remove all signs of temporary construction ar required permanent Work. 1. Do not burn on-site. 3.2 INTERIOR CLEANING A. Cleaning During Construction: 1. Keep work areas clean so as not to hinder heall existing facility operations. 2. At maximum weekly intervals, dispose of wast 3. Vacuum clean interior areas at maximum week a. Continue vacuum cleaning on an as-neede B. Final Cleaning: 1. Complete immediately prior to Demonstration: 2. Remove grease, mastic, adhesives, dust, dirt, s1 materials from sight -exposed surfaces. 3. Wipe all lighting fixture reflectors, lenses, lam 4. Wash and shine glazing and mirrors. 5. Polish glossy surfaces to a clear shine. 6. Ventilating systems: a. Clean permanent filters and replace dispos construction. b. Clean ducts, blowers and coils if units wer construction. 3.3 EXTERIOR (SITE) CLEANING A. Cleaning During Construction: 1. Construction debris: a. Confine in strategically located container(! 1) Cover to prevent blowing by wind. 2) Haul from site minimum once a week, b. Remove from work area to container daily 2. Vegetation: Keep weeds and other vegetation 3. Soils, sand, and gravel deposited on paved area a. Remove as required to prevent muddy or d b. Do not flush into storm sewer system. B. Final Cleaning: 1. Remove trash and debris containers from site. 2. Re -seed areas disturbed by all construction acti 3. Clean paved roadways. irits, oil, or paint thinner in storm or sanitary disposal site. id waste disposal site or in an alternate handlings as possible. than 4 FT or less than 4 FT if conditions looking condition. activities incidental to construction of safety or convenience of personnel in materials, debris, and rubbish. ✓ interval. e1% basis, until substantial completion. fingerprints, labels, and other foreign and trims clean. ble filters if units were operated during operated without filters during mmed to 3 M maximum height. and walks: ;tv conditions. 10027142 City of Bremerton Reservoir 4 Cover Replaceme9t Project CLEANING 01 74 1 1 1 1 11 1 3.4 FIELD QUALITY CONTROL A. Immediately prior to Demonstration Period, conduct an inspection with Engineer to verify condition of all work areas. 10027142 END OF SECTION City of Bremerton Reservoir 4 Cover Replacement Project CLEANING 0174 13 -3 This page le$ i blank. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CLEANING 01 74 13-4 1 SECTION 0181 10 WIND AND SEISMIC DESIGN CRITERIA A. Referenced Standards: 1. American Society of Civil Engineers (ASCE): a. 7-10, Minimum Design Loads for Buildings and Other Structures. 2. International Code Council (ICC): a. International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 3. When referenced standards conflict the most stringent shall apply unless specifically indicated otherwise in the Contract Documents or unless approved otherwise in writing by the Engineer. B. Qualifications: 1. Engineer for Contractor designed items: Professional Engineer licensed in the State of Washington. 1.3 GENERAL DESIGN CRITERIA A. This paragraph is applicable to both wind and seismic design criteria. B. Design in accordance with the requirements of the Building Code and all applicable referenced standards. C. Risk Category: IV. D. Design in accordance with the Building Code load combinations for service level or factored level at Contractor's option. 1. Mechanical and electrical equipment loads will be considered dead loads. 10027142 i City of Bremerton Reservoir 4 Cover Replacement Project WIND AND SEISMIC DESIGN CRITERIA 01 81 10 - 1 PART 1 - GENERAL 1.1 SUMMARY A. This Section is intended to be used for all aspects of this project. When there are conflicts between this Section and other wind and seismic design criteria given in the Contract Documents, the more stringent loading shall control unless clarified in writing during the Bid phase. Obtain clarification of all conflicts in writing prior to construction. B. Section Includes: I. The wind and seismic design criteria for this project including all items directly specified in the Contract Documents as well as all items that are specified to be designed by the Contractor and submitted for approval. Items include but are not necessarily limited to the following: - a. Design and anchorage of tanks and vessels fabricated off site and shipped to Project site. b. Self-contained enclosures �1 c. Other structures or items as specified or indicated in the Contract Documents. C. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 3. Section 03 15 19 - Anchorage to Concrete. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Society of Civil Engineers (ASCE): a. 7-10, Minimum Design Loads for Buildings and Other Structures. 2. International Code Council (ICC): a. International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 3. When referenced standards conflict the most stringent shall apply unless specifically indicated otherwise in the Contract Documents or unless approved otherwise in writing by the Engineer. B. Qualifications: 1. Engineer for Contractor designed items: Professional Engineer licensed in the State of Washington. 1.3 GENERAL DESIGN CRITERIA A. This paragraph is applicable to both wind and seismic design criteria. B. Design in accordance with the requirements of the Building Code and all applicable referenced standards. C. Risk Category: IV. D. Design in accordance with the Building Code load combinations for service level or factored level at Contractor's option. 1. Mechanical and electrical equipment loads will be considered dead loads. 10027142 i City of Bremerton Reservoir 4 Cover Replacement Project WIND AND SEISMIC DESIGN CRITERIA 01 81 10 - 1 1.4 SEISMIC DESIGN CRITERIA A. Seismic Design Load Criteria: 1. Design spectral acceleration at short period: SI 2. Design spectral acceleration at 1 -second period 3. Importance Factor: Ie = 1.5. 4. Component amplification factor, ap: In accord 13.6-1. 5. Component response modification factor, RP: 7 I and 13.6-1. 6. Component importance factor, 1p = 1.50. B. Seismic forces must be resisted by direct load transl elements. Do not use connections that use friction,t 1.5 WIND DESIGN CRITERIA A. Wind design load criteria: ' 1. Basic wind speed: 115 MPH. 2. Exposure category: C 3. Topographic factor: K, = 1.252. 4. Wind importance factor: Iµ, = Not Applicable. 5. Building Description for wind design is Closed B. Wind forces must be resisted by direct load transfer Do not use connections that use friction to transfer 1.6 = 1.047. SDI = 0.528. with ASCE 7-10, Tables 13.5-1 and accordance with ASCE 7-10, Tables 13.5- er through fasteners to all seismic resisting transfer seismic forces. rgh fasteners to wind resisting elements. forces. SUBMITTALS A. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Structural Calculations: a. Submit calculations for each Contractor designed item under the Specification Section number for that item. b. Indicate compliance with specific referenced documents of the Building Code. c. Provide basis of design and lateral analysis as required to derive all loads and to show system stability including compatibility of deflections and compatibility with allowable soil parameters as applicable. d. indicate design load to each connection. e. Provide a complete lateral load resisting sy tem that transfers all wind and seismic loads through a load path to ground. f. Sealed by a professional engineer, licensed in the State of Washington. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project WIND AND SEISMIC DESIGNRITERIA 01 81 10-2 1 1 1 1 1 1 1 DIVISION 03 CONCRETE 1 t This page left intentiona ly blank. �f 1 1 t 1 1 1 1 SECTION 03 01 37 CONCRETE REPAIR AND REHABILITATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Repair of surface and subsurface defects in existing concrete construction. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 01 -General Requirements. 3. Section 03 01 38 — Concrete Crack Repair. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. CT -13, Concrete Terminology. 2. ASTM International (ASTM): a. C150, Standard Specification for Portland Cement. b. C309, Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. c. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. d. C1315, Standard Specification for Liquid Membrane -Forming Compounds Having Special Properties for Curing and Sealing Concrete. e. D4258, Standard Practice for Surface Cleaning Concrete for Coating. f D4259, Standard Practice for Abrading Concrete. 3. International Concrete Repair Institute (ICRI). a. 310.1R, Guide for Surface Preparation. b. 3 10. 1 R, Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Steel Corrosion. 4. The Society for Protective Coatings/NACE International (SSPC/NACE): a. SP 13/NACE No. 6, Surface Preparation of Concrete. B. Qualifications: 1. Structural Concrete Repair Contractor: a. Contractor shall have a minimum of two (2) years active membership in good standing with the International Concrete Repair Institute (ICRI). b. Contractor shall have a minimum of five (5) years current experience in the repair and rehabilitation of concrete structures in facilities of similar size and environmental exposures. 2. Installer or Applicator: a. Installer or applicator of products associated with the repair or rehabilitation of existing concrete construction shall have a minimum of five (5) years experience in the installation or application of similar repair products. b. Installer or applicator of products associated with the repair or rehabilitation of existing concrete construction shall be certified or approved, in writing, by the product manufacturer to install the repair product. 1) As an alternative, the installer or applicator may be certified or approved on-site during initial installations per the requirements of Paragraph 1.2.0 of this Specification Section. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 0301 37- 1 C. The repair product manufacturer's representative installation to review surface preparation and inst, Contractor. Manufacturer's representative shall cc Contractor's installers and installation methods to Project. This shall be done at no additional cost to 1. Project Special Inspector shall be present whi training the Structural Concrete Repair Contn 1.3 DEFINITIONS A. Existing concrete damage: 1. Any damage to the existing concrete surfaces i a. Concrete corrosion. b. Corroded embedded items in the face of tl c. Spalls. d. Cracking at a depth and arrangement that, repaired in accordance with Section 03 01 B. Installer or Applicator: 1. Installer or applicator is the person actually ins the Project site. 2. Installer and applicator are synonymous. all be on-site during the first repair product ation by the Structural Concrete Repair ify the Structural Concrete Repair P used for each repair product used on the ie Owner. the manufacturer's representative is on-site for and installers. than 1/8 IN, such as: concrete surface. i the opinion of the Engineer, cannot be 8. or applying the product in the field at C. Structural Concrete Repair Contractor: 1. Contractor or sub -contractor meeting the minimum specified qualifications and is responsible for the structural repair or rehabilitation of existing concrete surfaces in accordance with the requirements of this Specification Section. D. Water -Bearing Structure: Any concrete structure with a surface to be in contact with process fluids during normal operation of the facility, including, but not limited to, tank (with or without lining system), channels, wet wells and distribution chambers. Also, where specifically indicated on the Drawings, basements or below -grade structures below the groundwater table. . E. Other words and terms used in this Specification 1.4 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requireme the submittal process. 2. Product technical data including: a. Acknowledgement that products submitted b. Manufacturer's installation instructions. 3. Certifications: a. Certification of aggregate gradation. b. Certification that products being used will wall finishes. c. Manufacturer's written approval of applica d. Certification of manufacturer's experience all proposed repair products and materials. e. Certification of installer qualifications for and materials. f. Certification that the Structural Concrete R qualifications and experience requirements 1) Include a list of projects completed in experience requirements. 2) Include list of references substantiatini are defined in ACI CT -13. for the mechanics and administration of meet requirements of standards referenced. interfere with bonding of future floor or and performance history for of all proposed repair products pair Contractor meets the specified past five (5) years that meet the specified project experience requirements. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 030137-2 CONCRETE REPAIR AND REHABILITATION 030137-3 1 r� B. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Verification by Contractor that manufacturer of repair product has instructed Contractor in proper procedures for installation of each repair product to be used on the Project. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's recommendations and requirements for materials used. 1.6 PROJECT CONDITIONS A. Environmental limitations: 1. Comply with manufacturer's written instructions for substrate temperature and moisture content, ambient temperature and humidity, ventilation, and other conditions affecting performance of concrete repair products. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Bonding Agent: a. Euclid Chemical Co. b. BASF Admixtures, Inc. c. L&M Construction Chemicals, Inc. 2. Epoxy Bonding Adhesive: a. Sika Corporation. b. Euclid Chemical Company. 3. Anti -Corrosion Bonding Agent: a. Sika Corporation. b. Euclid Chemical Company. c. BASF Building Systems. 2.2 MATERIALS •� A. Bonding Agents: 1. All bonding agents and adhesives shall have a pot life that allows proper placement of new material against existing material as prescribed by manufacturer. 2. For repair of existing concrete damage when no reinforcement is exposed, and where specifically noted on the Drawings, use Epoxy Bonding Adhesive. 3. For repair of existing concrete damage when reinforcement is exposed, and where specifically noted on the Drawings, use Anti -Corrosion Bonding Agent. 4. For general use repair of existing concrete damage, unless otherwise noted or specified, use: a. At concrete surfaces not receiving liquid water repellent coating: 1) High solids acrylic latex base liquid for interior or exterior application as a bonding agent to improve adhesion and mechanical properties of concrete patching mortars. a) Euclid Chemical Co. "Flex -Con." b) BASF Admixtures, Inc. "Acryl-Set." c) L&M Construction Chemicals, Inc. "Everbond." _ d) Thoro System Products "Acryl 60." b. At concrete surfaces receiving liquid water repellent: 1) Non -acrylic base liquid for interior or exterior application as a bonding agent to improve adhesion and mechanical properties of concrete patching mortars. B. Cement: 1. ASTM C150. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 030137-3 1 2.3 C. Aggregate: 1. Sand: Maximum size #30 mesh sieve. 2. For exposed aggregate finish surfaces: Same as surrounding wall. D. Water: Potable. E. Nonshrink Grout: 1. Non -shrink, non-metallic, non -corrosive, and non -staining. a. Conform to ASTM C1107, Grade B. 2. Premixed with only water to be added in accordance with manufacturer's instructions at jobsite. 3. Grout to produce a positive but controlled expansion, a. Mass expansion shall not be created by gas liberation or by other means. 4. Minimum 28 day compressive strength: 7,000 psi. F. Epoxy Patch Seal: 1. For use as seal on patches at repair of existing concrete damage and as otherwise specified. a. Sikadur 32 Hi -Mod LPL by Sika Corporation. b. Approved equivalent. G. Epoxy Bonding Adhesive: 1. For use where bonding new concrete or patch material to existing concrete. 2. Two component, moisture insensitive adhesive manufactured for the purpose of bonding fresh concrete to hardened concrete. a. Sikadur 32 Hi -Mod LPL by Sika Corporation. b. Euco No. 452 MV by Euclid Chemical Company. H. Cementitious Polymer. Modified Patch: 1. Two component polymer -modified Portland cement non -sag mortar for patching vertical and overhead concrete surfaces. -a. SikaTop 123 Plus by Sika Corporation. b. Verticoat by Euclid Chemical Company. 1. Anti -Corrosion Bonding Agent: 1. Three component, moisture tolerant, cementitiolus bonding agent manufactured for the purpose of bonding fresh concrete to hardened' concrete and providing an anti -corrosion coating to the embedded reinforcing. a. Sika Armatec 110 EpoCem by Sika Corporation. b. Duralprep A.C. by Euclid Chemical Company. J. Epoxy Coating: NOT USED K. Epoxy Resin Adhesive Sealing System: NOT USED MIXES A. Bonding Grout: One (1) part cement to one (1) pare aggregate. B. Patching Mortar: 1. One (1) part cement to two and one-half (2-1/2) parts aggregate by damp loose volume. a. Substitute white Portland cement for a part of gray Portland cement to produce color matching surrounding concrete. PART 3 - EXECUTION 3.1 GENERAL A. After the underlying concrete structure is exposed, 4 repair required. See Section 01 22 00 for additional ,ngineer will examine and identify extent of information on quantities. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 030137-4 1 1 t 1 1 1 3.2 PREPARATION A. Inspect existing concrete as soon as structure is dewatered and concrete is exposed for evaluation. Have repair materials available so as to not delay schedule. B. For concrete crack repair, see Specification Section 03 01 38. C. Concrete Removal: 1. Remove all loose and unsound concrete per ICRI Guideline 310.1R and as modified herein. 2. At existing concrete damage, unsound concrete surface areas shall have perimeter boundaries saw cut to a minimum depth of 1/2 IN. a. Saw cuts shall be made perpendicular to or slightly undercut the existing concrete surface and all concrete removal boundaries shall be straight and aligned parallel to opposite boundary edges resulting in repair areas that are rectangular in shape. b. All existing concrete shall be removed from within the saw cut repair boundary to a minimum depth of 1/2 IN. c. No featheredges will be permitted. 3. Clean surfaces of repair area in accordance with ASTM D4258 to remove dust, dirt, grease, or other contaminants prior to abrasive blasting, chipping, grinding or wire brushing. 4. Abrasive blast surfaces in accordance with ASTM D4259 and SSPC SP 13/NACE No. 6 to completely open defects down to sound concrete and remove laitance. 5. Chip concrete substrate to obtain a surface profile of 1/16 IN to 1/8 IN in depth with new fractured aggregate surface. The area to be repaired shall not be less than 1/2 IN in depth. 6. Concrete removal shall extend along any exposed reinforcement to locations along the bar that are free of bond inhibiting corrosion and where the bar is well bonded to surrounding concrete. 7. Rinse surface with clean water and allow surface water to evaporate prior to repairing surface defects. D. Preparing Exposed Steel Reinforcement: 1. Clean and prepare any exposed embedded steel reinforcement per ICRI Guideline 310.1R and as modified herein. 2. Where one-half or more of the steel reinforcement diameter is exposed either by existing conditions or concrete removal, the bond between the concrete and steel reinforcement is inhibited or lost completely, or corrosion is present, the concrete shall be removed to provide a minimum 3/4 IN clearance around the entire perimeter and along the entire exposed length of steel reinforcement. a. Contact Engineer if section loss in exposed steel reinforcement is greater than 15 percent. 3. Abrasive blast exposed reinforcement to remove contaminants and corrosion to achieve a white -metal, bright steel finish. E. Preparation of Bonding Grout Mixture: 1. Mix cement and aggregate. 2. Mix bonding agent and water together in separate container in accordance with manufacturer's instructions. 3. Add bonding agent/water mixture to cement/aggregate mixture. 4. Mix to consistency of thick cream. 5. Bonding agent itself may be used as bonding grout if approved by manufacturer and Engineer. Preparation of Patching Mortar Mixture: 1. Mix cement and aggregate. 2. Mix bonding agent and water together in separate container in accordance with manufacturer's instructions. 3. Add only enough bonding agent/water mixture to cement/aggregate mixture to allow handling and placing. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 0301 37-5 3.3 4. Let stand with frequent manipulation with a trowel, until mix has reached stiffest consistency to allow placement. REPAIR OF EXISTING CONCRETE DAMAGE A. Repair of Areas of Existing Concrete Damage at Surfaces Not in Contact with Liquid: 1. This method of repairing existing concrete damage is to be used only on vertical concrete surfaces, above finished grade, only on exterior surfaces of Water -Bearing structures unless surface is below finished grade, and on surfaces to receive liquid water repellent. 2. At small areas of existing concrete damage les's than four (4) square IN at surface and shallower than 1/2 IN: a. Use Patching Mortar mix. b. Use Bonding Grout. c. Match color of surrounding wall. d. Do not use acrylic bonding agent in patching mortar for filling defects in surfaces to be treated with liquid water repellent. 3. At areas of existing concrete damage larger than four (4) square IN at surface and deeper than 1/2 IN: a. Use Cementitious Polymer Modified Patch or Nonshrink grout. b. Use Epoxy Bonding Adhesive. c. Where exposed to view, hold grout 1/4 IN below surface of concrete and fill with patching mortar to match surrounding concrete. d. Match color of surrounding wall. e. Do not use acrylic bonding agent in patching mortar for filling defects in surfaces to be treated with liquid water repellent. B. Repair of Areas of Existing Concrete Damage at Surfaces of Water -Bearing Structures, with or without Lining System: 1. This method of repairing existing concrete damage is to be used on exterior vertical concrete surfaces below finished grade and on all surfaces in direct contact with liquid or where isolated from water by a lining system at Water -Bearing Structures. 2. At areas of existing concrete damage less than,four (4) square IN at surface and less than 1/2 IN in depth: a. Use Cementitious Polymer Modified Patch. b. Use Epoxy Bonding Adhesive. ' c. Apply seal coat of Epoxy Adhesive over the patched area, on the face in contact with liquid within 72 HRS of patching and after initial curing of patch material. Extend the seal coat to one (1) IN beyond the patch on all sides. 3. At areas of existing concrete damage larger than four (4) square IN at surface and deeper than 1/2 IN when no reinforcement is exposed: a. Use Cementitious Polymer Modified Patch. b. Use Epoxy Bonding Adhesive. c. Apply seal coat of Epoxy Adhesive over the patched area, on the face in contact with liquid within 72 HRS of patching and after initial curing of patch material. Extend the seal coat to one (1) IN beyond the patch on all sides. 4. At areas of existing concrete damage larger than four (4) square IN at surface and deeper than 1/2 IN when reinforcement is exposed: a. Use Cementitious Polymer Modified Patch. b. Use Anti -Corrosion Bonding Agent. c. Prepare exposed steel reinforcement per the requirements of Paragraph 3.1.B. d. Apply seal coat of Epoxy Adhesive over the patched area, on the face in contact with liquid within 72 HRS of patching and after initial curing of patch material. Extend the seal coat to one (1) IN beyond the patch on all sides. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHAPILITATION 03 0137 - 6 CONCRETE REPAIR AND REHABILITATION 0301 37-7 C. Repair of Exposed Embedded Items in Concrete: 1. This Section applies to the repair and rehabilitation of corroded metal items embedded in existing concrete and where indicated on the Drawings. Any damage to the existing concrete due to corrosion of the embedded metal items shall be repaired per the requirements of Sections 3.2 and 3.3 2. Preparation: a. The extent of the metal corrosion within the embedded item shall be fully exposed by chipping to sound material. 1) Where specifically indicated on the Drawings, completely remove exposed metal item to the extents indicated on the Drawings. b. Any exposed reinforcement attached to or adjacent to the embedded metal items shall be prepared per the requirements of Paragraph 3.1.B. c. If the existing concrete has been removed during chipping and repair of the metal item, prepare the repair area per the requirements of Paragraph 3.1.A. d. All corrosion on the embedded metal item and any corrosion on the exposed reinforcement shall be removed by abrasive blasting to a white -metal finish. 3. Repair: a. If no existing concrete has been removed or damaged adjacent to the embedded metal item: 1) Coat the surface of the embedded item with one coat of Epoxy Coating in accordance with the manufacturer's recommendations. The first coat of Epoxy Coating shall be red in color. 2) Allow the first coat of Epoxy Coating to fully cure in accordance with the manufacturer's recommendations. 3) Apply second coat of Epoxy Coating to the embedded item in accordance with the manufacturer's recommendations. The second coat of Epoxy Coating shall be gray in color. b. If areas of the existing concrete have been removed or damaged adjacent to the embedded metal item: 1) Patch the area of removed or damaged concrete in accordance with the requirements of Paragraph 3.2 or 3.3. 2) Coat the exposed, embedded metal item in accordance with the requirements of Paragraph 3.3.1) D. If required by bonding agent manufacturer, etch surfaces with a muriatic acid solution followed by a thorough rinse with clean water. 1. Test concrete to determine pH level and continue flushing with clean water until surface pH is within acceptable limits. E. Dampen area to be patched and an area at least 6 IN wide surrounding it prior to application of bonding grout. F. Brush bonding grout into the surface of the repair area after the surface water has evaporated. G. Allow bonding grout to set for period of time required by bonding agent manufacturer before applying premixed patching mortar. H. Consolidate grout or mortar into place and strike off so as to leave patch slightly higher than surrounding surface. 1. Leave undisturbed for at least 60 minutes before finishing level with surrounding surface. a. Do not use metal tools in finishing a patch in a formed wall which will be exposed or coated with other materials. I. Keep repair areas damp in accordance with grout manufacturer or bonding agent manufacturer's directions. J. Extend existing control, construction, and expansion joints through any concrete repair. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 0301 37-7 K. For all repairs of existing concrete damage, the finish of the repaired areas shall match the finish of the existing concrete surface being repaired. L. Do not repair existing concrete damage when temperature is or is expected to be below 50 DegF. 1. If necessary, enclose and heat area to between 50 and 70 DegF during repair of surface defects and curing of patching material. a. Use only clean fuel, indirect fired heating apparatus. 3.4 FIELD QUALITY CONTROL A. Unacceptable repair area finishes shall be: replaced or, if approved in writing by Engineer, may be corrected provided strength and appearance are not adversely affected. 1. High spots to be removed by grinding and/or low spots filled with a patching compound or other remedial measures to match adjacent surfaces. B. Special inspection is at the Owner's discretion ands c ost. Special Inspection shall be provided for repairs made to existing concrete structures as specified by the Engineer. Special Inspection shall be performed after completion of surface preparation and during installation of repair products to ensure compliance with manufacturer's surface preparation and installation instructions for the approved repair products. Special Inspection shall be performed by personnel independent of the manufacturer or Contractor. END OF'SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE REPAIR AND REHABILITATION 030137-8 1 1 1 SECTION 03 01 38 CONCRETE CRACK REPAIR PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Repair of cracks wider than 0.02 IN in new and existing concrete construction. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 01 -General Requirements. 3. Section 03 05 05 — Concrete Testing and Inspection. 4. Section 03 05 07 — Testing Concrete Structures for Watertightness. C. Measurement and Payment: 1. Length of cracks for payment to be measured from start to end of each crack as marked and approved by Engineer or Owner's Representative. 2. See Section 0122 00 for additional information on quantities. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 117, Specification for Tolerances for Concrete Construction and Materials. b. 503.7, Specification for Crack Repair by Epoxy Injection. c. CT -13, Concrete Terminology. 2. ASTM International (ASTM): a. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. b. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used with Concrete by Slant Shear. c. D638, Standard Test Method for Tensile Properties of Plastics. d. D695, Standard Test Method for Compressive Properties of Rigid Plastics. e. D790, Standard Test Method for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. B. Qualifications (General): 1. The following qualification requirements are applicable to all types of crack repair contained within this Specification Section: a. Contractor shall have a minimum of five (5) years current experience repairing cracks in concrete in facilities of similar size and environmental exposures. b. Installer or Applicator of products associated with repair of cracks in concrete shall Have a minimum of five (5) years of experience in the installation or application of similar repair products. 1) Successful completion of a minimum of three (3) projects of similar size and complexity within the past five (5) years. c. Installer or Applicator of products associated with repair of cracks in concrete shall be certified or approved, in writing, by the product manufacturer to install the products. 1) As an alternative, the installer or applicator may be certified or approved on-site during initial installations per the requirements of Paragraph 1.2.1) of this Specification Section. C. The crack repair product manufacturer's representative shall be on-site during the first product installation. 1. Project Special Inspector shall be present while the manufacturer's representative is on-site training the contractor and installers. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 030138-1 2. Manufacturer's representative shall: a. Review preparation and installation by the'( b. Certify the contractor's installers and instal] product used on the Project. c. Submit certification. d. Provide above services at no additional cost 1.3 DEFINITIONS A. Active Crack — Crack in concrete with plane surfac each other. , B. Crack Depth — The distance that the crack extends the point where the crack is less than 0.002 IN in w C. Effective Pressure — The fluid grout pressure at the be calculated as the gauge pressure minus head los! D. Flushing — Removing debris for the crack section b E. Gauge Pressure — The actual fluid grout pressure re F. Gravity Feed — Filling and sealing of horizontally F by pouring and spreading onto surface or placing' it G. Passive Crack — Crack in concrete with plane surfa H. Pot Life — The period of time during which the pol, L Refusal Criteria — Zero flow of grout at the propose minutes. methods to be used for each repair to the Owner. that are in a state of movement relative to the injection surface into the concrete to oint of entry at the injection port. This shall s in the injection system. means of air or liquid under pressure. ling on the pump gauge. sitioned cracks using low viscosity resins t purposely formed reservoirs. s that are not moving relative to each other. rethane or epoxy resin remains pumpable. effective pressure for a duration of 5 J. Resin (or resin adhesive) — The crack filling material that is injected or introduced into a crack for the purpose of re -bonding the separated edges to allow the transfer of tensile stress across the crack and/or to achieve water -tightness. K. Sealant — The crack filling material that has adhesive and cohesive properties that forms a seal to prevent the ingress of liquid or gases into the concrete. L. Structural Crack Repair — Crack repair that is required to restore the structural capacity of the cracked concrete member. Structural crack repair restores the ability for tensile and compressive forces to be transmitted across the crack through th i resin adhesive placed in the crack. M. Other words and terms used in this Specification Section are defined in ACI CT -13 or ACI 503.7. 1.4 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirement the submittal process. a. Crack repair work plan shall be submitted anc work and shall include, at a minimum, the fol 1) Location and extent of cracks to be repa 2) Basis of material selection. 3) Proposed effective pressure for crack iinj 4) Surface finishing. 5) Location and size of injection ports. for the mechanics and administration of approved prior to the commencement of )wing information: ection. 6) Surface preparation of the concrete prior to surface sealing. 7) Method of storing and handling resins,) cleaning solvents, and waste materials. 2. Product technical data including: a. Acknowledgement that products submitted�neet requirements of standards referenced. b. Manufacturer's installation instructions. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 030138-2 1 c. Manufacturers and types: 1) Resin adhesive. 2) Sealant. 3) Surface seal. d. Installation instructions for repairing core holes taken at epoxy resin injection locations. 3. Certifications: a. Written certification or approval of each installer or applicator of crack repair products from the manufacturer acknowledging that each installer or applicator working on the Project is knowledgeable in the installation or application of each product to be used. 1) In lieu of written certification or approval, provide certification that manufacturer's representative performed on-site training of each installer or applicator per the requirements of this Specification Section. b. References for three (3) crack repair projects of similar size and complexity that were completed by the installer or applicator within the past five (5) years. c. Certification from the material supplier stating that material is suitable for the intended use on this Project. d. Certification of calibration for each pressure gauge to be used on Project. 4. Test reports: a. Submit test report data for core hole testing at epoxy resin injection locations. Information included in the test report data shall include, at a minimum, the following: 1) Location of crack where core hole was obtained. 2) Results of visual examination. 3) Results of bond strength/compression test. 4) Epoxy Resin Adhesive Two Component Ratio Test. 5) Injection Pressure Test. 6) Acceptance or rejection of core hole testing. B. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Technical data for metering, mixing, and injection equipment. 3. At conclusion of project, submit record documents that accurately depict actual locations of repaired cracks and type of crack injection materials used at each location. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's recommendations and requirements for materials used. B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Store tightly sealed materials off of the ground and away from moisture, direct sunlight, extreme heat, and freezing temperatures. D. Store in unopened packaging in a clean, dry environment protected from sunlight in a temperature ranging from 50 DegF to 90 DegF. E. Pre -condition materials to 70 DegF before using. 1.6 PROJECT CONDITIONS A. Environmental requirements: 1. Comply with manufacturer's written instructions for substrate temperature and moisture content, ambient temperature and humidity, ventilation, and other conditions affecting performance of concrete crack repair products. 2. Ensure that substrate surface and ambient air temperature are between 40 DegF and 90 DegF at least 24 HRS after application. 3. Pre -condition components to 70 DegF for 24 HRS prior to installation. 4. Allow surfaces to attain temperature and conditions specified before proceeding with application. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 030138-3 1.7 SEQUENCING AND SCHEDULING A. Do not begin injection of concrete cracks until prop approved by Engineer. 1. Approval of crack repair methods does not relit provide crack repairs that meets the requiremer PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Document Articles below are acceptable. 1. Epoxy Resin Adhesive: a. BASF Corporation. b. Sika Corporation. c. Euclid Chemical Company. 2. Surface Seal: a. BASF Corporation. b. Sika Corporation. c. Euclid Chemical Company. 3. Polyurethane Sealant: a. BASF Corporation. b. Sika Corporation. c. Euclid Chemical Company. 4. Epoxy Penetrating Sealant: a. BASF Corporation. b. Sika Corporation. c. Euclid Chemical Company. B. All materials used for crack injection shall be suppl compatibility of materials. 2.2 MATERIALS A. Epoxy Resin Adhesive: 1. Two-part epoxy adhesive containing 100% sol, characteristics: a. Adhesive shall conform to the requirement'; a viscosity that will allow it to achieve and specified in ACI 503.7. b. Bond Strength: 2,000 psi per ASTM C882.. c. Tensile Strength: 7,000 psi per ASTM D63 d. Elongation: 1.5% at 7 days at 70 DegF per. e. Flexural Strength: 8,000 psi per ASTM D7' f. Compressive Strength: 10,000 psi per AST 2. Acceptable Manufacturers: a. BASF Corporation "Masterinject 1380". b. Sika Corporation "Sikadur 35, Hi -Mod LV c. Euclid Chemical Company "Dural 452 LV B. Surface Seal: 1. Material shall seal the crack faces and have sui injection adhesive during the injection process' a. Capable of removal after injection and not concrete. 2. Acceptable Manufacturers: a. BASF Corporation"MasterEmaco ADH 1 crack repair methods have been Contractor of his responsibility to of the Contract Documents. , the manufacturers listed in the applicable by one manufacturer to ensure complete meeting the following minimum of ASTM C881, Type IV, Grade I and have naintain the penetration requirements TM D638. D695. ient strength and adhesion to contain the d while the injection adhesive cures. ve a residue or damage the surface of the 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 030138-4 1 b. Sika Corporation "Sikadur 31, Hi -Mod Gel c. Euclid Chemical Company "Dural Fast Set Gel". C. Polyurethane Sealant: 1. Low viscosity, expanding, hydrophobic polyurethane chemical grout that when used alone, or in conjunction with an accelerator, forms a flexible gasket to plug cracks in concrete. Polyurethane sealant and accelerator, if required, shall be provided by the same manufacturer to ensure complete compatibility of materials. 2. Acceptable Manufacturers: a. BASF Corporation "Master[nject 1230 IUG". b. Sika Corporation "SikaFix HH LV". c. Euclid Chemical Company "Dural Aqua -Dam LV". D. Epoxy Penetrating Sealant: 1. Super low -viscosity, two -component epoxy penetrating sealer containing 100% solids. 2. Acceptable Manufacturers: a. BASF Corporation "Masterinject 1000". b. Sika Corporation "Sikadur 55 SLV". c. Euclid Chemical Company "Dural 335". 2.3 EQUIPMENT ® A. Gauges: 1. Calibrated gauges are required for use with pump and injection hose. Additional gauges shall be available on site to replace gauges that malfunction. �I B. Pump: 1. Pump equipment used for pressure injection shall be suitable for the intended use and compatible with the injection resin. 2. Portable, positive displacement type pump with interlock to provide in-line mixing and metering system for two component injection resin. a. Where the volume of crack repair is less than one (1) quart for 1000 SF of gross repair area, or where excessive grout pressure developed by pump unit might further damage structure, premixed material and hand cartridge pumps may be used if acceptable to the Engineer. 3. Electric or air powered with interlocks providing positive ratio control of proportions for the two components at nozzle. 4. Primary injection pump for each material of different mix ratio, including a standby backup pump of similar ratio. 5. Capable of immediate compensation for changes in resins. 6. Do not use batch mix pumps. 7. Provide pressure hoses and injection nozzle of such design as to allow proper mixing of two adhesive components of epoxy resin adhesive. C. Discharge Pressure Control: 1. Automatic pressure controls capable of discharging mixed resin adhesive at pressures up to 200 psi, plus or minus 5 percent, and able to maintain pressure. D. Automatic Shutoff Control: 1. Provide sensors on both components for epoxy resin adhesive reservoirs for stopping machine automatically when only one component is being pumped to mixing head. E. Proportioning Ratio Tolerance: 1. Maintain resin adhesive manufacturer's prescribed mix ratio within a tolerance of plus or minus 5 percent by volume at discharge pressure up to 160 psi. F. Ratio/Pressure Check Device: 1. Two independent valved nozzles capable of controlling flow rate and pressure by opening or closing valve to restrict material flow. 2. Pressure gauge capable of sensing pressure behind each valve. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 0301 38-5 PART 3 - EXECUTION 3.1 3.2 3.3 GENERAL A. After the underlying concrete structure is exposed,. Engineer will examine and identify extent of repair required. See Section 01 22 00 for additional information on quantities. B. All cracks in existing concrete construction greater (than 0.02 IN wide shall be repaired in accordance with this Specification Section. 1. Cracks requiring repair, as identified by the Engineer and/or Owner's Representative, shall be numbered, physically marked as to the crack's extent, and measured for recording purposes. C. All cracks to be repaired shall be inspected and movement of the cracks shall be monitored using a crack width monitor for a period of 24 HRS to determine if the crack is active or passive. If the crack is active and requires'structural repair, continue monitoring the crack width for an additional 24 HRS to determine when the crack is at its widest, as measured at the surface of the concrete member. D. Repair of passive cracks and cracks requiring structural repair in walls shall be as follows: 1. Crack widths up to 1/8 IN shall be pressure injected using Epoxy Resin Adhesive. E. Repair of passive cracks and cracks requiring structural repair in slabs shall be as follows: 1. Cracks widths up to 1/8 IN may be pressure injected using Epoxy Resin Adhesive or gravity fed using Epoxy Penetrating Sealant. F. Repair of active cracks shall be as follows: 1. Crack widths up to 1/8 IN shall be pressure injected using Polyurethane Sealant. G. Repair of active cracks requiring structural repair s hall be as follows: 1. Crack widths up to 1/8 IN shall be pressure injected using Epoxy Resin Adhesive. 2. Inject crack when it is at its widest when measured at the concrete surface within at 24 HR cycle. H. Crack widths greater than 1/8 IN shall be further in estigated by the Engineer. PREPARATION A. Remove any loose matter, dirt, dust, laitance, oil, grease, salt, and other contaminants from the crack surfaces. B. Clean cracks in accordance with the crack repair product manufacturer's instructions. C. Clean surfaces adjacent to cracks for a distance of 1 IN on each side of the crack to remove any loose matter, dirt, dust, laitance, oil, grease, salt, and other contaminants that may be detrimental to bond of surface seal. D. Do not use acids and corrosives for cleaning unless neutralized prior to performing crack repair. APPLICATION A. Pressure Injection: 1. Drilling and installing injection ports: a. Injection holes shall be drilled, on each side of the crack, at a 45 Deg angle to the surface of the concrete. b. Holes shall be located such that they intersect the crack section at approximately the midpoint of the crack depth and shall extend through the crack section. c.' Size of holes shall accommodate the injection ports. d. Spacing between injection port holes shall not exceed the depth of the crack, 8 IN, or the thickness of concrete member. Injection port holes shall be alternated from one side of the crack to the other. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 0301 38-6 1 u 1 1 J 1 L.J 1 1) Space injection ports closer together to allow adjustment of injection pressure to obtain minimum loss ofresin to soil at locations where: a) Cracks extend entirely through wall. b) Backfill of walls on one side. c) Difficult to excavate behind wall to seal both crack surfaces. e. Prior to installation of the injection ports, each hole shall be individually cleaned of all deleterious material by an air -water blast to completely remove all drill cuttings from the hole. f. Install and seal around each injection port with surface seal material in accordance with manufacturer's instructions. 1) Inserted end of injection port shall not extend beyond the point at which the drilled hole intersects the crack. 2. Cleaning and flushing: a. After the injection ports have been inserted and sealed, flush crack with an air -water mixture or an alternating water and air flush to remove all deleterious material prior to the injection of resin. 1) Flushing material shall be injected through the injection port and continued until it exudes from the adjacent injection port and the crack is thoroughly cleaned. b. A final flush shall be made with air only to remove all of the free water. 3. Surface sealing: a. Apply surface seal in accordance with manufacturer's instructions to all accessible crack faces prior to pressure injecting. b. Seal surfaces of crack to prevent escape of injection resin. 4. Injection: a. Injection of resin shall proceed from the injection port at the lowest elevation of the crack and continue upwards along the crack on an injection port to injection port basis without interruption to the highest elevation of the crack. b. Injection nozzle shall not be moved to the adjacent injection port until resin appears at the next higher adjacent injection port or refusal criteria is developed. c. Each injection port shall be sealed immediately after completion of injection at that injection port. B. Gravity Feed: 1. Apply Epoxy Penetrating Sealant in accordance with manufacturer's instructions. 3.4 CLEANING A. After pressure injection of cracks is complete, remove surface seal material and re -finish concrete in area of pressure injection to match finish of existing concrete. 1. Surface finishing shall not proceed until the curing period, as specified by the material manufacturer, has elapsed. B. All excess materials shall be cleaned and disposed of in accordance with the manufacturer's instructions. 3.5 FIELD QUALITY CONTROL A. Monitor each pressure injection location. Observe and record the following information: 1. Volume of resin used within each 10 FT of crack length. 2. Pump gauge pressure at each 10 minute increment. 3. Records shall indicate crack location and number along with injection port spacing and confirmation of resin appearing or refusal at each injection port. B. Epoxy Resin Adhesive Two Component Ratio Tests: 1. Disconnect mixing head and pump two adhesive components simultaneously through ratio check device. 2. Adjust discharge pressure to 160 psi for both adhesive components. 3. Simultaneously discharge both adhesive components into separate calibrated containers. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 0301 38-7 4. Compare amounts simultaneously discharged into calibrated containers during same time period to determine mix ratio. 5. Complete test at 160 psi discharge pressure and repeat procedure for 0 psi discharge pressure. 6. Run ratio test for each injection unit at beginning and end of each injection work day, and when injection work is stopped for more than 1 HR. 7. Document and maintain complete accurate records of ratios and pressure checks. 8. Perform test in the presence of the Special Inspector. C. Injection Pressure Test: 1. Disconnect mixing head of injection equipmen and connect two adhesive component delivery lines to pressure check device. 2. Pressure Check Device: a. Two independent valved nozzles capable of controlling flow rate and pressure by opening or closing of valve. b. Pressure gauge capable of sensing pressure buildup behind each valve. 3. Close valves on pressure check device and operate equipment until gauge pressure on each line reads 160 psi. 4. Stop pumps and observe pressure; do not allow pressure gauge to drop below 150 psi within 3 minutes. 5. Run pressure test for each injection equipment unit: a. Beginning and end of each injection work dray. b. When injection work is stopped for more than 45 minutes. 6. Check tolerance to verify equipment capable ofineeting specified ratio tolerance. 7. Perform test in the presence of the Special Inspector. D. Special Inspection: 1. See Section 03 05 05. 2. See Section 03 05 07. 10027142 END OF SECTION City of Bremerton�� Reservoir 4 Cover Replacement Project CONCRETE CRACK REPAIR 030138-8 1 1 1 1 t 1 SECTION 03 05 05 CONCRETE TESTING AND INSPECTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Contractor requirements for testing of concrete and grout. 2. Definition of Owner provided testing. 3. Acceptance criteria for concrete. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 3. Section 03 05 07 — Testing Concrete Structures for Watertightness. 1.2 RESPONSIBILITY AND PAYMENT A. Owner will hire an independent Testing Agency/Service Provider to perform the following testing and inspection and provide test results to the Engineer and Contractor. 1. Testing and inspection of concrete and grout produced for incorporation into the work during the construction of the Project for compliance with the Contract Documents. 2. Additional testing or retesting of materials occasioned by their failure, by test or inspection, to meet requirements of the Contract Documents. 3. Strength testing on concrete required by the Engineer or Special Inspector when the water - cement ratio exceeds the water -cement ratio of the typical test cylinders. 4. In-place testing of concrete as may be required by Engineer when strength of structure is considered potentially deficient. 5. Other testing services needed or required by Contractor such as field curing of test specimens and testing of additional specimens for determining when forms, form shoring or reshoring may re removed. 6. Owner will pay for services defined in Paragraph 1.2A.1. 7. See Specification Section 01 30 00. B. Contractor shall hire a qualified testing agency to perform the following testing and provide test results to the Engineer. 1. Testing of materials and mixes proposed by the Contractor for compliance with the Contract Documents and retesting in the event of changes. 2. Additional testing and inspection required because of changes in materials or proportions requested by Contractor. 3. Contractor shall pay for services defined in Paragraphs 1.213.1. and 1.213.2. 4. Contractor shall reimburse Owner for testing services defined in Paragraphs 1.2A.2., 1.2A.3., 1.2A.4. and 1.2A.5. 5. See Specification Section 0130 00. C. Duties and Authorities of Testing Agency/Service Provider: 1. Any Testing Agency/Service Provider or agencies and their representatives retained by Contractor or Owner for any reason are not authorized to revoke, alter, relax, enlarge, or release any requirement of Contract Documents, nor to reject, approve or accept any portion of the Work. 2. Testing Agency/Service Provider shall inform the Contractor and Engineer regarding acceptability of or deficiencies in the work including materials furnished and work performed by Contractor that fails to fulfill requirements of the Contract Documents. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTION 030505-1 1.3 1.4 1.5 3. Testing Agency to submit test reports and insp immediately after they are performed. a. All test reports to include exact location it test was deposited. b. Reports of strength tests to include detaile specimens prior to testing. 4. Owner retains the responsibility for ultimate rf Work. QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 318, Building Code Requirements for Stri 2. ASTM International (ASTM): a. ASTM Cement and Concrete Reference I b. C31, Standard Practice for Making and C c. C39, Standard Test Method for Compress Specimens. d. C42, Standard Test Method for Obtaining of Concrete. e. C94, Standard Specification for Ready -M f. C138, Standard Test Method for Density I (Gravimetric) of Concrete. g. C143, Standard Test Method for Slump 'o: h. C172, Standard Practice for Sampling Fre i. C173, Standard Test Method for Air Cont Volumetric Method. j. C231, Standard Test Method for Air Cont Pressure Method. k. C1019, Standard Test Method for Sampli 1. C1218, Standard Test Method for Water - m. E329, Standard Specification for Agencie Testing, or Special Inspection. n reports to Engineer and Contractor the work at which batch represented by a information on storage and curing of ection or approval of any portion of the Concrete. iboratory (CCRL). ring Concrete Test Specimens in the Field. ve Strength of Cylindrical Concrete rnd Testing Drilled Cores and Sawed Beams (ed Concrete. Jnit Weight), Yield, and Air Content Hydraulic -Cement Concrete. hly Mixed Concrete. nt of Freshly Mixed Concrete by the nt of Freshly Mixed Concrete by the hg and Testing Grout. Soluble Chloride in Mortar and Concrete. s�, Engaged in Construction Inspection, B. Qualifications: 1. Cont'ractor's Testing Agency: a. Meeting requirements of ASTM: E329 and b. Provide evidence of recent inspection by C noted. C. Use of Testing Agency and approval by Engineer o way relieve Contractor of responsibility to furnish Ir with Contract Documents. DEFINITIONS A. Testing Agency/Service Provider: An independent service hired by Owner to perform testing, inspectic provided in the Contract Documents. SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requiremie the submittal process. 10027142 City of Bremertonll Reservoir 4 Cover Replaceme. CONCRETE TESTING AND In 030505-2 ASTM C94. CRL of NBS, and correction of deficiencies proposed concrete mix design shall in no aterials and construction in full compliance ofessional testing/inspection firm or or analysis services as directed, and as for the mechanics and administration of t Project iPECTION 1 1 1 E. 1 t i 1 i t 7 L Product technical data including: a. Concrete materials and concrete mix designs proposed for use. 1) Include results of all testing performed to qualify materials and to establish mix designs. 2) Place no concrete until approval of mix designs has been received in writing. 3) Submittal for each concrete mix design to include: a) Sieve analysis and source of fine and coarse aggregates. b) Test for aggregate organic impurities. c) Proportioning of all materials. d) Type of cement with mill certificate for the cement. e) Use of fly ash not acceptable. fl Slump. g) Brand, type and quantity of air entrainment and any other proposed admixtures. h) Shrinkage test results. i) 28 -day compression test results and any other data required to establish concrete mix design. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 TESTING SERVICES TO BE PERFORMED SERVICE PROVIDER/TESTING AGENCY A. The following concrete testing will be performed by the Service Provider/Testing Agency: 1. Concrete strength testing: a. Secure concrete samples in accordance with ASTM C172. 1) Obtain each sample from a different batch of concrete on a random basis, avoiding selection of test batch other than by a number selected at random before commencement of concrete placement. b. For each strength test, mold and cure cylinders from each sample in accordance with ASTM C31. 1) Record any deviations from requirements on test report. 2) Cylinder size: Per ASTM C31. a) 4 IN cylinders shall not be used for concrete mixes with maximum aggregate size larger than 1 IN. b) Use the same size cylinder for all tests for each concrete mix. 3) Quantity: a) 6 IN DIA by 12 IN high: Four (4) cylinders. b) 4 IN DIA by 8 IN high: Six (6) cylinders. c. Field cure one (1) cylinder for the seven (7) day test. 1) Laboratory cure the remaining. d. Test cylinders in accordance with ASTM C39. 1) 6 IN DIA cylinders: a) Test two (2) cylinders at 28 days for strength test result and the one (1) field cured sample at seven (7) days for information. b) Hold remaining cylinder in reserve. 2) 4 IN DIA cylinders: a) Test three (3) cylinders at 28 days for strength test result and the one (1) field cured cylinder at seven (7) days for information. b) Hold remaining cylinders in reserve. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTION 030505-3 e. Strength test result: 1) Average of strengths of two (2) 6 Wit from the same sample tested at 28 day 2) If one (1) cylinder in a test manifests'i( handling, curing, or testing. discard a remaining cylinders shall be considers 3) Should all cylinders in any test show'I� f. Frequency of tests: l) Specifier: Review and revise the freq concrete fill or lean concreteas appro] your project. 2) Concrete topping, concrete fill and lea CY of each type of concrete or, fractio 3) All other concrete: a) One (1) strength test to betaken �r for each 60 CY or fraction thereo b) Once for each 5000 SQ FT of slal c) If total volume of concrete on Prc in above paragraph will provide l concrete mix, tests shall then be r batches or from each batch if few 2. Slump testing: a. Determine slump of concrete sample for e� 1) Determine slump in accordance with I, b. If consistency of concrete appears to varylll shall be authorized to require a slump test) 1) This practice shall continue until three consistent and meet the slump require 3. Air content testing: Determine air content of ei accordance with either ASTM C231, ASTM C 4. Temperature testing: Determine temperature o 5. In-place concrete testing (if required). 3.2 SPECIAL INPSECTIONS A. General: 1. Special Inspections listed are for the Contractor Contract Documents. 2. These are included to assist the Contractor in u that those services may be factored into',the Co: B. Formwork Special Inspections: 1. Shape, location, and dimensions. a. Inspect in accordance with dimensions an b. Frequency: Inspect prior to each concrete C. Reinforcing Special Inspections: 1. Rebar size, spacing, lap length and concrete co a. Inspect in accordance with Drawings and b. Frequency: Inspect prior to each concrete! 2. Rebar adhesive anchoring system: a. Inspect in accordance with ICC -ES report b. Frequency: 1) Inspect all adhesive anchors for the fir 2) Inspect approximately 25 percent of a 3) Additional inspection will be require installation appears to vary. cylinders or three (3) 4 M DIA cylinders dence of improper sampling, molding, test reserve cylinder(s); average strength of strength test result. ✓ of above defects, discard entire test. of testing for concrete topping, for the quantity of each concrete on concrete: One (1) strength test for each 10 thereof placed. >t less than once a day, nor less than once placed in any one (1) day. or wall surface area placed each day ect is such that frequency of testing required 3s than five (5) strength tests for each ade from at least five (5) randomly selected r than five (5) batches are provided. .ch strength test. 6TM C143. the Engineer or Owner's Representative or each concrete truck. consecutive batches are determined to be nents specified. )ncrete sample for each strength test in 73, or ASTM C138. Fconcrete sample for each strength test. reference only and are not part of the ding the Owner -provided Services so s pricing and schedule. details on Drawings. ification. 4 HRS of installation. .sive anchors thereafter. r different installer or if the quality of 10027142 City of Bremerton'i Reservoir 4 Cover Replacement Project CONCRETE TESTING'AND INSPECTI( 030505-4 1 1 1 1 1 �I 3. Mechanical splices: a. Inspect in accordance with ]CC -ES report. b. Frequency: 1) Inspect all mechanical splices prior to placing concrete. 2) Additional inspection will be required for different installer or if the quality of installation appears to vary. D. Mixing Placing Jointing Curing Special Inspections: 1. Verification of proper mix design. a. Frequency: Periodically, prior to each concrete pour. 2. Proper concrete placement techniques. a. Frequency: During each concrete pour. 3. Proper curing temperature and techniques. a. Frequency: Periodically, but not less than every third day. 4. Joints: a. Inspect joints for proper joint type, dimensions, reinforcing, dowel alignment, surface preparation and location. b. Frequency: Prior to each concrete pour. E. Anchor to Concrete Special Inspection: 1. Post installed anchors as required by the Building Code, ICC -ES Evaluation Reports, and as specified by the Engineer. a. Frequency: Per ICC -ES Report. 2. Cast -in-place concrete anchors, including anchor size, embedment, material and location. a. Frequency: Prior to each concrete pour. F. Watertightness: 1. See Section 03 05 07, Testing Concrete Structures for Watertightness. 3.3 SAMPLING ASSISTANCE AND NOTIFICATION FOR OWNER A. To facilitate testing and inspection, perform the following: 1. Furnish any necessary labor to assist Testing Agency in obtaining and handling samples at site. 2. Provide and maintain for sole use of Testing Agency adequate facilities for safe storage and proper curing of test specimens on site for first 24 HRS as required by ASTM C31. 3. Take samples at point of placement into concrete member. B. Notify Engineer and Owner's Testing Agency sufficiently in advance of operations (minimum of 24 HRS) to allow for assignment of personnel and for scheduled completion of quality tests. 3.4 ACCEPTANCE A. Completed concrete work which meets applicable requirements will be accepted without qualification. B. Completed concrete work which fails to meet one or more requirements but which has been repaired to bring it into compliance will be accepted without qualification. C. Completed concrete work which fails to meet one or more requirements and which cannot be brought into compliance may be accepted or rejected as provided in these Contract Documents. 1. In this event, modifications may be required to assure that concrete work complies with requirements. 2. Modifications, as directed by Engineer, to be made at no additional cost to Owner. D. Dimensional Tolerances: 1. Formed surfaces resulting in concrete outlines smaller than permitted by tolerances shall be considered potentially deficient in strength and subject to modifications required by Engineer. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTION 030505-5 2. Formed surfaces resulting in concrete outlines] l rejected and excess material subject to removal a. If removal of excess material is permitted; strength of section and to meet all other ap appearance. 3. Concrete members cast in wrong location may function of structure is adversely affected or ml construction. 4. Inaccurately formed concrete surfaces exceeds to view, may be rejected. a. Repair or remove and replace if required. 5. Finished slabs exceeding tolerances may be req appearance is not adversely affected. a. High spots may be removed with a grinde'rl or other remedial measures performed as p than permitted by tolerances may be accomplish in such a manner as to maintain plicable requirements of function and ie rejected if strength, appearance or splaced items interfere with other limits of tolerances and which are exposed to be repaired provided that strength or low spots filled with a patching compound, rmitted or required. E. Appearance: 1. Concrete surfaces exposed to view with defects which, in opinion of Engineer, adversely affect appearance as required by specified finislh shall be repaired by approved methods. 2. Concrete not exposed to view is not subject to'Irejection for defective appearance unless, in the opinion of the Engineer, the defects impair the long-term strength or function of the member. F. High Water -Cement Ratio: 1. Concrete with water in excess of the specified limaximum water -cement ratio will be rejected. 2. Remove and replace concrete with high, ,water (',cement ratio or make other corrections as directed by Engineer. G. Strength of Structure: 1. Strength of structure in place will be considered potentially deficient if it fails to comply with any requirements which control strength of structure, including but not necessarily limited to following: a. Low concrete strength: 1) Test results for standard molded and cured test cylinders to be evaluated separately for each mix design. a) Such evaluation shall be valid only if tests have been conducted in accordance with specified quality standards. b) For evaluation of potential strength and uniformity, each mix design shall be represented by at least three (3) strength tests. c) A strength test shall be the average of two (2) 6 IN diameter cylinders or three (3) 4 IN diameter cylinders fromlthe same sample tested at 28 days. 2) Acceptance: a) Strength level of each specified compressive strength shall be considered satisfactory if both of the following requirements are met: (1) Average of all sets of three (3) consecutive strength tests equal or exceed the required specified 28 day compressive strength. (2) No individual strength test falls below the required specified 28 day compressive strength by more than 500 psi. b. Reinforcing steel size, configuration, quantity, strength, position, or arrangement at variance with requirements of the Contracts Drawings or approved Shop Drawings. c. Concrete which differs from required dimensions or location in such a manner as to reduce strength. d. Curing time and procedure not meeting requirements of this Specification Section. e. Inadequate protection of concrete from extlremes of temperature during early stages of hardening and strength development. 10027142 City of Bremerton "i Reservoir 4 Cover Replacement Project CONCRETE TESTING( AND IIVSPECTIC 030505-6 1 G 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTION 030505-7 f. Mechanical injury, construction fires, accidents or premature removal of formwork likely to result in deficient strength. g. Concrete defects such as voids, honeycomb, cold joints, spalling, cracking, etc., likely to result in deficient strength or durability. 2. Structural analysis and/or additional testing may be required when strength of structure is considered potentially deficient. 3. In-place testing of concrete may be required when strength of concrete in place is considered potentially deficient. a. Testing by impact hammer, sonoscope, or other nondestructive device may be permitted by Engineer to determine relative strengths at various locations in the structure or for selecting areas to be cored. 1) Such tests shall not be used as a basis for acceptance or rejection. b. Core tests: 1) Where required, test cores will be obtained in accordance with ASTM C42. a) If concrete in structure will be dry under service conditions, air dry cores (temperature 60 to 80 DegF, relative humidity less than 60 percent) for seven (7) days before test then test dry. b) If concrete in structure will be wet or subjected to high moisture atmosphere under service conditions, test cores after immersion in water for at least 40 HRS and test wet. c) Testing wet or dry to be determined by Engineer. 2) Three (3) representative cores may be taken from each member or area of concrete in place that is considered potentially deficient. a) Location of cores shall be determined by Engineer so as least to impair strength of structure. b) If, before testing, one (1) or more of cores shows evidence of having been damaged subsequent to or during removal from structure, damaged core shall be replaced. 3) Concrete in area represented by a core test will be considered adequate if average strength of three (3) cores is equal to at least 85 percent of specified strength and ' no single core is less than 75 percent of specified strength. 4) Fill core holes with nonshrink grout and finish to match surrounding surface when exposed in a finished area. 4. If core tests are inconclusive or impractical to obtain or if structural analysis does not confirm safety of structure, load tests may be required and their results evaluated in accordance with ACI 318, Chapter 20. 5. Correct or replace concrete work judged inadequate by structural analysis or by results of core tests or load tests with additional construction, as directed by Engineer, at Contractor's expense. 6. Contractor to pay all costs incurred in providing additional testing and/or structural analysis required. END OF SECTION 1 G 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTION 030505-7 10027142 This page left intentionally blank. City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE TESTING AND INSPECTI( 030505-8 1 r SECTION 03 09 00 CONCRETE r1l 11, 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 1 PART 1 - GENERAL 1.1 SUMMARY ' A. Section Includes: 1. Cast -in-place concrete and grout. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 03 05 05 — Concrete Testing and Inspection. 4. Section 03 15 19 - Anchorage to Concrete. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 117, Specification for Tolerances for Concrete Construction and Materials. b. 211. 1, Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. c. 212.3R, Chemical Admixtures for Concrete. d. 304R, Guide for Measuring, Mixing, Transporting, and Placing Concrete. e. 304.2R, Placing Concrete by Pumping Methods. f. 305. 1, Hot Weather Concreting. g. 306.1, Cold Weather Concreting. It. 318, Building Code Requirements for Structural Concrete. i. 347, Guide to Formwork for Concrete. j. CT -13, Concrete Terminology. 2. ASTM International (ASTM): a. A82, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement. b. A185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. c. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. d. A1064, Standard Specification for Steel Wire and Welded Wire Replacement, Plain and Deformed, for Concrete. e. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. f. C33, Standard Specification for Concrete Aggregates. g. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. h. C94/C94M, Standard Specification for Ready -Mixed Concrete. i. C138, Standard Method of Test for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete. j. C143, Standard Test Method for Slump of Hydraulic Cement Concrete. k. C 150, Standard Specification for Portland Cement. 1. C172, Standard Practice for Sampling Freshly Mixed Concrete. m. C 173, Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. n. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. o. C260, Standard Specification for Air -Entraining Admixtures for Concrete. p. C289, Standard Test Method for Potential Alkali -Silica Reactivity of Aggregates (Chemical Method). r1l 11, 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 1 q. 0309, Standard Specification for Liquid MI Concrete. r. C494, Standard Specification for Chemical s. C1315, Standard Specification for Liquid N Special Properties for Curing and Sealing G t. D882, Standard Test Method for Tensile Pt u. D994, Standard Specification for Preformec (Bituminous Type). v. D1056, Standard Specification for Flexible Rubber.. w. D 1709, Standard Test Methods for Impacf I Dart Method. x. D1751, Standard Specification for Preform( and Structural Construction (Nonextruding y. E96, Standard Test Methods for Water Vap z. E329, Standard Specification for Agencies Testing. Corps of Engineers (COE): a. CRD -C621, Standard Specification for Pad (Nonshrink). National Ready Mixed Concrete Association B. Quality Control: 1. Concrete testing agency: a. Contractor to employ and pay for services 1) Perform materials evaluation.. 2) Design concrete mixes. b. Concrete testing agency to meet requireme c. See also Section 03 05 05, Concrete Testin 2. Do not begin concrete production until propos; Engineer. a. Approval of concrete mix design by Engin responsibility to provide concretethat meet, 3. Adjust concrete mix. designs when material ch test results or other circumstances warrant. a. Do not use revised concrete mixes until sul 4. Perform structural calculations as required to t combination with remaining forming and shor support its own weight plus the loads placed tt Compounds for Curing Admixtures for Concrete. lembrane-Forming Compounds Having perties of Thin Plastic Sheeting. Expansion Joint Filler for Concrete Cellular Materials -Sponge or Expanded of Plastic Film by the Free -Falling Expansion Joint Filler for Concrete Paving d Resilient Bituminous Types). Transmission of Materials. gaged in Construction Inspection and/or Dry, Hydraulic -Cement Grout a testing laboratory to: s of ASTM E329. and Inspection. concrete mix design has been approved by r does not relieve Contractor of his the requirements of this Specification. acteristics, job conditions, weather, strength tted to and approved by Engineer. e that all portions of the structure in system has sufficient strength to safely C. Qualifications: 1. Ready mixed concrete batch plant certified byINRMCA. 2. Formwork, shoring and reshoring for slabs and beams except where cast on ground to be designed by a professional engineer currently registered in the state where the Project is located. 1.3 DEFINITIONS A. Per ACI CT -13 except as modified herein: 1. Concrete fill: Non-structural concrete. 2. Concrete Testing Agency: Testing agency eml design of concrete mixes or testing of concrete 3. Exposed concrete: Exposed to view after cons 4. Indicated: Indicated by Contract Documents. 5. Nonexposed concrete: Not exposed to view of 10027142 to perform materials evaluation, during construction. i is complete. construction is complete. City of Bremerton: Reservoir 4 Cover Replacement Project CONCRETE 030900-2 VI 1 1 1 1 1 it 1 1 1 C 1 t 1 1 1 1 6. Required: Required by Coiifact Documents. 7. Specified strength: Specified compressive strength at 28 days. 8. Submitted: Submitted to Engineer. 1.4 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Concrete mix designs proposed for use. a. Concrete mix design submittal to include the following information: 1) Sieve analysis and source of fine and coarse aggregates. 2) Test for aggregate organic impurities. 3) Test for deleterious aggregate per ASTM C289. 4) Proportioning of all materials. 5) Type of cement with mill certificate for cement. 6) Slump. 7) Air content. 8) Brand, type, ASTM designation, and quantity of each admixture proposed for use. 9) 28 -day cylinder compressive test results of trial mixes per ACI 318 and as indicated herein. 3. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Manufacturers and types: 1) Joint fillers. 2) Curing agents. 3) Chemical sealer. 4) Bonding and patching mortar. 5) Construction joint bonding adhesive. 6) Nonshrink grout with cure/seal compound. 4. Reinforcing steel: a. Show grade, sizes, number, configuration, spacing, location and all fabrication and placement details. b. In sufficient detail to permit installation of reinforcing without having to make reference to Contract Drawings. c. Obtain approval of Shop Drawings by Engineer before fabrication. d. Mill certificates. 5. Scaled (minimum 1/8 IN per foot) drawings showing proposed locations of construction joints, control joints, expansion joints (as applicable) and joint dimensions. 6. Strength test results of in place concrete including slump, air content and concrete temperature. 7. Certifications: a. Certification of standard deviation value in psi for ready mix plant supplying the concrete. b. Certification that the material and sources submitted in the mix design will be used in the concrete for this project. 8. Test reports: a. Cement mill reports for all cement to be supplied. 1.5 DELIVERY, STORAGE, AND HANDLING A. Storage of Material: 1. Cement and pozzolan: a. Store in moistureproof, weathertight enclosures. b. Do not use if caked or lumpy. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-3 2. 3 4 Aggregate: a. Store to prevent segregation and contamination with other sizes or foreign materials. b. Obtain samples for testing from aggregates at point of batching. C. Do not use frozen or partially frozen aggregates. d. Do not use bottom 6 IN of stockpiles in contact with ground. e. Allow sand to drain until moisture content) is uniform prior to use. Admixtures: a. Protect from contamination, evaporation, freezing, or damage. b. Maintain within temperature range recommended by manufacturer. c. Completely mix solutions and suspensions prior to use. Reinforcing steel: Support and store all rebars above ground. B. Delivery: 1. Concrete: a. Prepare a delivery ticket for each load for ri b. Truck operator shall hand ticket to Owner's c. Ticket to show: 1) Mix identification mark. 2) Quantity delivered. 3) Amount of each material in batch. 4) Outdoor temp in the shade. 5) Time at which cement was added. 6) Numerical sequence of the delivery. 7) Amount of water added. 2. Reinforcing steel: a. Ship to jobsite with attached plastic or meta b. Mark numbers to match Shop Drawing mar PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Document! are acceptable: 1. Nonshrink, nonmetallic grout: a. Sika "SikaGrout 212." b. Euclid Chemial "NS Grout." c. BASF Admixtures, Inc. "Masterflow 713. 2. Expansion joint fillers: a. Permaglaze Co. b. Rubatex Corp. c. Williams Products, Inc. 3. Form coating: a. Richmond "Rich Cote." b. Industrial Lubricants "Nox-Crete Form Coa c. Euclid Chemical "Kurez DR VOX." 4. Cementitious Concrete Coating: a. Aquafin International. b. BASF Building Systems. c. Euclid Chemical Company. 5. Chemical sealer: (NOT USED) ady-mixed concrete. Representative at the time of delivery. I tags with permanent mark numbers. c number. , the following products and manufacturers 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-4 1 F. Concrete Grout: 1. Nonshrink, nonmetallic grout: a. Nonmetallic, noncorrosive, nonstaining, premixed with only water to be added. b. Grout to produce a positive but controlled expansion. c. Mass expansion not to be created by gas liberation. d. Minimum compressive strength of nonshrink grout at 28 days: 6500 psi. e. In accordance with COE CRD -C621. ' 2. Epoxy grout: a. 3 -component epoxy resin system. 1) Two liquid epoxy components. 2) One inert aggregate filler component. ® b. Each component packaged separately for mixing at jobsite. G. Reinforcing Steel: 1. Reinforcing bars: ASTM A615, Grade 60. 2. Welded wire reinforcement: a. ASTM A185 or ASTM A1064. b. Minimum yield strength: 60,000 psi. 3. Column spirals: ASTM A82 or ASTM A 1064. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-5 2.2 MATERIALS ' A. Portland Cement: Conform to ASTM C150 Type I. B. Fly Ash: Use of fly ash is not permitted. ' C. Admixtures: 1. Air entraining admixtures: ASTM C260. 2. Water reducing, retarding, and accelerating admixtures: a. ASTM C494 Type A through E. b. Conform to provisions of ACI 212.3R. ' c. Do not use retarding or accelerating admixtures unless specifically approved in writing by Engineer and at no cost to Owner. d. Follow manufacturer's instructions. ' e. Use chloride free admixtures only. 3. Maximum total water soluble chloride ion content contributed from all ingredients of concrete including water, aggregates, cementitious materials and admixtures by weight percent of cement: a. 0.10 all concrete. 4. Do not use calcium chloride. 5. Provide admixtures of same type, manufacturer and quantity as used in establishing required concrete proportions in the mix design. D. Water: Potable, clean, free of oils, acids and organic matter. E. Aggregates: 1.. Normal weight concrete: ASTM C33, except as modified below. 2. Fine aggregate: a. Clean natural sand. b. No manufactured or artificial sand. 3. Coarse aggregate: a. Crushed rock, natural gravel, or other inert granular material. b. Maximum amount of clay or shale particles: 1 percent. ' 4. Gradation of coarse aggregate: a. Lean concrete and concrete topping: Size V. b. All other concrete: Size #57 or #67. F. Concrete Grout: 1. Nonshrink, nonmetallic grout: a. Nonmetallic, noncorrosive, nonstaining, premixed with only water to be added. b. Grout to produce a positive but controlled expansion. c. Mass expansion not to be created by gas liberation. d. Minimum compressive strength of nonshrink grout at 28 days: 6500 psi. e. In accordance with COE CRD -C621. ' 2. Epoxy grout: a. 3 -component epoxy resin system. 1) Two liquid epoxy components. 2) One inert aggregate filler component. ® b. Each component packaged separately for mixing at jobsite. G. Reinforcing Steel: 1. Reinforcing bars: ASTM A615, Grade 60. 2. Welded wire reinforcement: a. ASTM A185 or ASTM A1064. b. Minimum yield strength: 60,000 psi. 3. Column spirals: ASTM A82 or ASTM A 1064. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-5 H. Forms: 1. Prefabricated or job built. 2. Wood forms: a. 5/8 or 3/41N 5 -ply structural plywood of b. Built -in-place or prefabricated type panel. 3. Metal forms: a. Metal forms may be used except for alumi b. Forms to be tight to prevent leakage, free members of uniform thickness. 4. Chamfer strips: Clear white pine, surface aga form grade. m in contact with concrete. rust and straight without dents to provide concrete planed. L Form Ties: I . Commercially fabricated for use in form construction. a. Field fabricated ties are unacceptable. 2. Constructed so that ends or end fasteners can be removed without causing spalling at surfaces of the concrete. 3. 3/4 IN minimum to 1 IN maximum diameter cones on both ends. 4. Embedded portion of ties to be not less than 1=1 /2 fN from face of concrete after ends have been removed. 5. Cone size: a. 3/4 IN minimum to 2 1/21N maximum diameter cones on both ends. b. Depth of cone not to exceed the concrete reinforcing cover. 6. Form release: Nonstaining and shall not prevent bonding of future finishes to concrete surface. J. Chairs, Runners, Bolsters, Spacers, and Hangers: 1. Stainless steel, epoxy coated, or plastic coated metal. a. Plastic coated: Rebar support tips in contact with the forms only. K. Expansion Joint Filler: 1. In contact with water: a. Closed cell neoprene. b. ASTM D1056, Class SC (oil resistant and medium swell) of 2 to 5 psi compression deflection (Grade SCE41). 2. Exterior driveways, curbs and sidewalks: a. Asphalt expansion joint filler. b. ASTM D994. 3. Other use: 'a. Fiber expansion joint filler. b. ASTM D1751. ! 2.3 CONCRETE MIXES A. General: 1. All concrete to be ready mixed concrete conforming to ASTM C94/C94M. 2. Provide concrete of specified quality capable of being placed without segregation and, when cured, of developing all properties required. 3. All concrete to be normal weight concrete. j I B. Strength: 1. Provide specified strength and type of concrete for each use in structure(s) as follows: TYPE t. WEIGHT SPECIFIED . STRENGTH'"° Concrete fill Normal weight 3000 psi Lean concrete Normal weight 3000 psi Concrete toppingNormal weight 4000 psi 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-6 1 i 1 1 f 1 1 1 1 1 1 f F 1 .SPECIFIED .r TYPE WEIGHT. STRE12 NGTH* All other general use concrete Normal weight 4000 psi ' Minimum 28 -day compressive strength. C. Air Entrainment: 1. Provide air entrainment in all concrete resulting in a total air content percent by volume as follows: = MAX AGGREGATE SIZE TOTALxAIWCONTENT#PERCENT y 1 IN or 3/4 IN 6 ±1-1/2 <3/4 IN 6-1/2 ±1-1/2 2. Air content to be measured in accordance with ASTM C231, ASTM C173, or ASTM C138. D. Slump - 4 IN maximum, 1 IN minimum: 1. Measured at point of discharge of the concrete into the concrete construction member. 2. 8 IN maximum after addition of superplasticizer (if used). 3. Concrete of lower than minimum slump may be used provided it can be properly placed and consolidated. 4. Pumped concrete: a. Provide additional water at batch plant to allow for slump loss due to pumping. b. Provide only enough additional water so that slump of concrete at discharge end of pump hose does not exceed maximum slump specified above. 5. Determine slump per ASTM C143. E. Selection of Proportions: 1. General: a. Proportion ingredients to: 1) Produce proper workability, durability, strength, and other required properties. 2) Prevent segregation and collection of excessive free water on surface. 2. Minimum cement contents and maximum water cement ratios for concrete to be as follows: SPECIFIED STRENGTH CEMENT, MAXIMUM AGGREGATE`SIZE MAXIMUM WATER CEMENT RATIO BY`'. WEIGHT 1/2 IN 3141N 1' IN _ 3000 --- 517 517 0.45 4000 564 564 564 0.45 4500 611 611 -- 0.42 Notes: '. All cementitious material. 3. Concrete mix proportioning methods for normal weight concrete: a. Proportion mixture to provide desired characteristics using one of methods described below: 1) Method 1 (Trial Mix): a) Per ACI 318, Chapter 5, except as modified herein. b) Air content within range specified above. c) Record and report temperature of trial mixes. d) Proportion trial mixes per ACI 211.1. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-7 2) Method 2 (Field Experience): a) Per ACI 318, Chapter 5, except as modified herein: b) Field test records must be acceptable to Engineer to use this method. c) Test records shall represent materials, proportions and conditions similar to those specified. Required average strength to exceed the specified 28 -day compressive strength by the amount determined or calculated in accordance with the requirements of Chapter 5 of ACI 318 using the standard deviation of the proposed concrete production facility. PART 3 - EXECUTION 3.1 FORMING AND PLACING CONCRETE A. Formwork: 1. Contractor is responsible for design and erection of formwork. 2. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. a. Allowable tolerances: As recommended in ACI 347. 3. Provide slabs and beams of minimum indicated depth when sloping foundation base slabs or elevated floor slabs to drains. a. For slabs on grade, slope top of subgrade to provide floor slabs of minimum uniform indicated depth. 4. Openings: a. Provide openings in formwork to accommodate work of other trades. b. Accurately place and securely support items built into forms. 5. Chamfer strips: Place 3/4 IN chamfer strips informs to produce 3/4 IN wide beveled edges on permanently exposed corners of members. 6. Clean and adjust forms prior to concrete placement. 7. Tighten forms to prevent mortar leakage. 8. Coat form surfaces with form release agents prior to placing reinforcing bars in forms. B. Reinforcement: 1. Position, support and secure reinforcement against displacement. 2. Locate and support with chairs, runners, bolsters, spacers and hangers, as required. 3. Set wire ties so ends do not touch forms and are directed into concrete, not toward exposed concrete surfaces. 4. Lap splice lengths: ACI 318 Class B top bar tension splices unless indicated otherwise on the Drawings. 5. Extend reinforcement to within 2 1N of concrete perimeter edges. a. If perimeter edge is earth formed, extend reinforcement to within 3 IN of the edge. 6. Unless otherwise indicated, provide minimum concrete cover as follows: a. Concrete deposited against earth: 3 IN. b. Formed surfaces exposed to weather or in contact with earth: 2 IN for reinforcing bars #6 or larger; 1-1/2 IN for reinforcing bars less than #6. c. Formed surfaces exposed to or located above any liquid: 2 IN. d. Interior surfaces: 1-1/2 IN for beams, girders and columns; 3/4 IN or bar diameter, whichever is greater, for slabs, walls and joists., 7. Do not weld reinforcing bars. 8. Welded wire reinforcement: a. Install welded wire reinforcement in maximum practical sizes. 'b. Splice sides and ends with a splice lap length measured between outermost cross wires of each fabric sheet not less than: 1) One spacing of cross wires plus 21N. 2) 1.5 x development length. 3) 6IN. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-8 1 1 1 1 1 11 1 1 1 1 [I 1 1 1 [ - ' - I L 1 1 t c. Development length: ACI 318 basic development length for the specified fabric yield strength. C. Construction, Expansion, and Contraction Joints: 1. Locate joints as indicated on Contract Drawings or as shown on approved Shop Drawings. a. Where construction joint spacing shown on Drawings exceeds the joint spacing indicated in Paragraph below, submit proposed construction joint location in conformance with this Specification Section. 2. Unplanned construction joints will not be allowed. 3. Locate wall vertical construction joints at 30 FT maximum. 4. Locate construction joints in floor slabs and foundation base slabs so that concrete placements are approximately square and do not exceed 2500 SF. 5. Locate construction joints in columns and walls: a. At the underside of beams, girders, haunches, drop panels, column capitals, and at floor panels. b. Haunches, drop panels, and column capitals are considered part of the supported floor or roof and shall be placed monolithically therewith. c. Column based need not be placed monolithically with the floor below. 6. Install construction joints perpendicular to main reinforcement with all reinforcement continued across construction joints. 7. At least 48 HRS shall elapse between placing of adjoining concrete construction. 8. Thoroughly clean and remove all laitance and loose and foreign particles from construction joints. 9. Before new concrete is placed, dampen concrete surfaces. D. Embedments: 1. Set and build in anchorage devices and other embedded items required for other work that is attached to, or supported by concrete. 2. See Specification Section 03 15 19 - Anchorage to Concrete. 3. Use setting diagrams, templates and instructions for locating and setting. E. Placing Concrete: 1. Prior to placing new concrete on top of existing concrete, roughen existing concrete surface to minimum 1/8" profile. 2. Place concrete in compliance with ACI 304R and ACI 304.2R. 3. Place in a continuous operation within planned joints or sections. 4. Begin placement when work of other trades affecting concrete is completed. 5. Place concrete by methods which prevent aggregate segregation. 6. Do not allow concrete to free fall more than 4 FT. 7. Where free fall of concrete will exceed 4 FT, place concrete by means of tremie pipe or chute. F. Consolidation: Consolidate all concrete using mechanical vibrators supplemented with hand rodding and tamping, so that concrete is worked around reinforcement and embedded items into all parts of forms. G. Protection: 1. Protect concrete from physical damage or reduced strength due to weather extremes. 2. In cold weather comply with ACI 306.1 except as modified herein. a. Do not place concrete on frozen ground or in contact with forms or reinforcing bars coated with frost, ice or snow. b. Do not place heated concrete that is warmer than 80 DegF. c. If freezing temperatures are expected during curing, maintain the concrete temperature at or above 50 DegF for 7 days or 70 DegF for 3 days. d. Do not allow concrete to cool suddenly. 3. In hot weather comply with ACI 305.1 except as modified herein. a. At air temperature of 90 DegF and above, keep concrete as cool as possible during placement and curing. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 030900-9 b. Do not allow concrete temperature to exc c. Prevent plastic shrinkage cracking due to d. Do not place concrete when the actual or 0.2 LBS/SF/HR as determined from ACI H. Curing: 1. Begin curing concrete as soon as free water 1 2. Moisture cure concrete by use of moisture re 3. Provide protection as required to prevent dan from concrete during curing period. 4. Provide curing for minimum of seven (7) da; 5. Form materials left in place may be consider, with the form materials except in periods of 1 6. In hot weather follow curing procedures outl 7. In cold weather follow curing procedures out 90 DegF at placement. A evaporation of moisture. cipated evaporation rate equals or exceeds .l, Figure 2.1.5. sdisappeared from exposed surfaces. lining cover or burlap kept continuously wet. Ige to concrete and to prevent moisture loss I. Form Removal: 1. Remove forms after concrete has hardened sufi operations or lack of support. 2. Where no reshoring is planned, leave forms an( reached its specified 28 -day compressive strenl 3.2 CONCRETE FINISHES A. Tolerances: 1. Class A: 1/8 IN in 10 FT. 2. Class B: 1/4 IN in 10 FT. B. Surfaces Exposed to View: 1. Provide a smooth finish for exposed concrete si a. To be covered with a coating or covering in b. Scheduled for grout cleaned finish. 2. Remove fins and projections, and patch voids,; cement grout. as curing materials for surfaces in contact weather. !d in ACI 305.1. .ed in ACI 306.1. iently to resist damage from removal shoring used to support concrete until it has and surfaces that are: applied directly to concrete. pockets, and honeycomb areas with C. Surfaces Not Exposed to View: 1. Patch voids, air pockets and honeycomb areas with cement grout. 2. Fill tie holes with nonshrink, nonmetallic grout) D. Slab Float Finish: 1. After concrete has been placed, consolidated struck off, and leveled, do no further work until ready for floating. 2. Do not use water to aid in finishing. 3. Begin floating when water sheen has disappeared and surface has stiffened sufficiently to permit operation. 4. During or after first floating, check planeness of entire surface with a 10 FT straightedge applied at not less than two different angles. 5. Cut down all high spots and fill all low spots during this procedure to produce a surface within Class B tolerance throughout. 6. Refloat slab immediately to a uniform sandy texture. E. Troweled Finish: 1. Float finish surface. 2. Next power trowel, and finally hand trowel. 3. Do not use water to aid in finishing. 4. Produce a smooth surface which is relatively free of defects with first hand troweling. 5. Perform additional trowelings by hand after surface has hardened sufficiently. 6. Final; trowel when a ringing sound is produced as trowel is moved over surface. 7. Thoroughly consolidate surface by hand troweling. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 10 I I 1 1 1 1 I� 1 I� 1 1 lJ 1 1 1 1 LJ 8. Leave finished surface essentially free of trowel marks, uniform in texture and appearance and plane to a Class A tolerance. 9. On surfaces intended to support floor coverings remove any defects of sufficient magnitude that would show through floor covering by grinding. F. Broom Finish: Immediately after concrete has received a float finish as specified, give it a transverse scored texture by drawing a broom across surface. 3.3 GROUT A. Preparation: 1. Nonshrinking, nonmetallic grout: a. Clean concrete surface to receive grout. b. Saturate concrete with water for 24 HRS prior to grouting. B. Application: 1. Nonshrinking, nonmetallic grout: a. Mix in a mechanical mixer. b. Use no more water than necessary to produce flowable grout. c. Place in accordance with manufacturer's instructions. d. Completely fill all spaces and cavities below the bottom of baseplates. e. Provide forms where baseplates and bedplates do not confine grout. f. Where exposed to view, finish grout edges smooth. g. Except where a slope is indicated on Drawings, finish edges flush at the baseplate, bedplate, member, or piece of equipment. h. Protect against rapid moisture loss by covering with wet rags or polyethylene sheets. i. Wet cure grout for seven (7) days, minimum. 3.4 FIELD QUALITY CONTROL A. Owner will employ and pay for services of a concrete testing laboratory to perform testing of concrete placed during construction. 1. Contractor to cooperate with Owner in obtaining and testing samples. 2. See also Section 03 05 05, Concrete Testing and Inspection. B. Tests during Construction: I. Strength test: a. For each strength test, mold and cure cylinders from each sample in accordance with ASTM C31. 1) Cylinder size: Per ASTM C31. a) 4 IN cylinders may not be used for concrete mixes with concrete aggregate size larger than 1 IN. 2) Quantity: a) 6 IN DIA by 12 IN high: Four (4) cylinders. b) 4 IN DIA by 8 IN high: Six (6) cylinders. b. Field cure one (1) cylinder for the seven (7) day test. 1) Laboratory cure the remaining. c. Test cylinders in accordance with ASTM C39. 1) 6 IN DIA cylinders: a) Test two (2) cylinders at 28 days for strength test result and the one (1) field cured sample at seven (7) days for information. b) Hold remaining cylinder in reserve. 2) 4 IN DIA cylinders: a) Test three (3) cylinders at 28 days for strength test result and the one (1) field cured cylinder at seven (7) days for information. b) Hold remaining cylinders in reserve. d. Strength test result: 1) Average of strengths of two (2) 6 IN DIA cylinders or three (3) 4 IN DIA cylinders from the same sample tested at 28 days. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 11 2) If one (1) cylinder in a test manifests ( handling, curing, or testing, discard ar remaining cylinders shall be considers 3) Should all cylinders in any test show e. Frequency of tests: 1) All concrete: a) One (1) strength test to be taken r for each 60 CU YD or fraction th b) Once for each 5000 SQ FT of slal c) If total volume of concrete on Pr( required in above paragraph will, each concrete mix, teslas shall the selected batches or from each bat provided. 2. Slump test: a. Per ASTM C143. b. Determined for each strength test: sample. c. Additional slump tests may be taken. 3. Air content: a. Per ASTM C231, ASTM C173, and ASTM b. Determined for each strength test: sample. 4. Temperature: Determined for each strength tes idence of improper sampling, molding, test reserve cylinder(s); average strength of strength test result. ' y of above defects, discard entire test. )t less than once a day, nor less than once reofplaced in any one (1) day. or wall surface area placed each day ject is such that frequency of testing irovide less than five (5) strength tests for be made from at least five (5) randomly h if fewer than five (5) batches are C138. sample. C. Evaluation of Tests: 1. Strength test results: a. Average of 28 -day strength of two cylinders from each sample. 1) If one cylinder manifests evidence ofiImproper sampling, molding, handling, curing or testing, strength of remaining cylinder will be test result. 2) If both cylinders show any of above defects, test will be discarded. D. Acceptance of Concrete: 1. Strength level of each type of concrete shall be following requirements are met: a. Average of all sets of three consecutive stre specified 28 -day compressive strength. b. No individual strength test falls below the r strength by more than 500 psi. 2. If tests fail to indicate satisfactory strength leve measures as directed by Engineer. a. Perform additional tests and/or corrective n E. Concrete tolerances per ACI 117. 3.5 SCHEDULES [A 10027142 satisfactory if both of the ;th tests equals or exceeds the required uired specified 28 -day compressive perform additional tests and/or corrective tsures at no additional cost to Owner. Form Types: 1. Surfaces exposed to view: a. Prefabricated or job -built wood forms. b. Laid out in a regular and uniform pattern with long dimensions vertical and joints aligned. c. Produce finished surfaces free from offsets, ridges, waves, and concave or convex areas. d. Construct forms sufficiently tight to prevent leakage of mortar. 2. Surfaces normally submerged or not normally exposed to view: Wood or steel forms sufficiently tight to prevent leakage of mortar. 3. Other types of forms may be used: a. For surfaces not restricted to plywood or lined forms. b. As backing for form lining. City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. Grout: 1. Nonshrinking, nonmetallic grout: General use. C. Concrete: 1. Normal weight concrete: All concrete. 2. General use concrete: All other locations. D. Concrete Finishes: 1. Slab finishes: a. Use following finishes as applicable, unless otherwise indicated: 1) Floated finish: Surfaces intended to receive roofing, concrete topping, lean concrete, concrete fill and waterproofing. 2) Troweled finish: Interior floor slabs, exposed roof slabs and base slabs of structures, equipment bases, and column bases. 3) Broom finish: Sidewalks, docks, concrete stairs, and ramps. ENC OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 13 This page left intentionally blank. 10027142 City oi'Bremerton Reservoir 4 Cover Replacement Project CONCRETE 03 09 00 - 14 1 SECTION 03 15 19 ANCHORAGE TO CONCRETE 1 1 1 1 1 �I 1 1 i i c. All components requiring attachment to concrete. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 05 50 00 — Metal Fabrications. 4. Section 33 46 15 — Reinforced Membrane Liner and Cover for Potable Water. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 350, Code Requirements for Environmental Engineering Concrete Structures and Commentary. 2. American Concrete Institute/Concrete Reinforcing Steel Institute (ACI-CRSI): a. Adhesive Anchor Installation Certification Program: Adhesive Anchor Installer. 3. American Institute of Steel Construction (AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. 4. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A108, Standard Specification for Steel Bar, Carbon and Alloy, Cold -Finished. c. F436, Standard Specification for Hardened Steel Washers. d. F593, Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. e. F594, Standard Specification for Stainless Steel Nuts. f. F1554, Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength. 5. ICC Evaluation Service (ICC -ES): a. AC193, Acceptance Criteria for Mechanical Anchors in Concrete Elements. b. AC308, Acceptance Criteria for Post -Installed Adhesive Anchors in Concrete Elements. c. ESR -2508, Simpson Strong -Tie SET -XP Epoxy Adhesive Anchors for Cracked and Uncracked Concrete. d. ESR -2583, Powers PEI 000+ Epoxy Adhesive Anchor System in Cracked and Uncracked Concrete. e. ESR -3187, Hilti HIT-HY200Adhesive Anchors and Post -Installed Reinforcing Bar Connections in Concrete. 6. Building code: a. International Code Council (ICC): 1) International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19- 1 PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for all cast -in-place anchor bolts, anchor rods, reinforcing adhesive anchorage, and post -installed concrete anchors required for the Project but not specified elsewhere in the Contract Documents. 2. Design of all concrete anchors not indicated on the Drawings including, but not limited to, installation of anchors into concrete for the following structural and nonstructural components: a. Structural members and accessories. b. Metal, wood, and plastic fabrications. 1 1 1 1 1 �I 1 1 i i c. All components requiring attachment to concrete. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 05 50 00 — Metal Fabrications. 4. Section 33 46 15 — Reinforced Membrane Liner and Cover for Potable Water. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute (ACI): a. 350, Code Requirements for Environmental Engineering Concrete Structures and Commentary. 2. American Concrete Institute/Concrete Reinforcing Steel Institute (ACI-CRSI): a. Adhesive Anchor Installation Certification Program: Adhesive Anchor Installer. 3. American Institute of Steel Construction (AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. 4. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A108, Standard Specification for Steel Bar, Carbon and Alloy, Cold -Finished. c. F436, Standard Specification for Hardened Steel Washers. d. F593, Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. e. F594, Standard Specification for Stainless Steel Nuts. f. F1554, Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength. 5. ICC Evaluation Service (ICC -ES): a. AC193, Acceptance Criteria for Mechanical Anchors in Concrete Elements. b. AC308, Acceptance Criteria for Post -Installed Adhesive Anchors in Concrete Elements. c. ESR -2508, Simpson Strong -Tie SET -XP Epoxy Adhesive Anchors for Cracked and Uncracked Concrete. d. ESR -2583, Powers PEI 000+ Epoxy Adhesive Anchor System in Cracked and Uncracked Concrete. e. ESR -3187, Hilti HIT-HY200Adhesive Anchors and Post -Installed Reinforcing Bar Connections in Concrete. 6. Building code: a. International Code Council (ICC): 1) International Building Code and associated standards, 2015 Edition including all amendments, referred to herein as Building Code. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19- 1 1.3 B. Qualifications: 1. Anchor designer for Contractor -designed post -installed anchors shall be a professional engineer licensed in the State of Washington. C. Post -installed anchors and related materials shall bel listed by the following agencies: 1. ICC -ES. 2. Engineer approved equivalent. DEFINITIONS A. Adhesive Anchors: 1. Post -installed anchors developing their strength primarily from chemical bond between the concrete and the anchor. 2. Includes anchors using acrylics, epoxy and other similar adhesives. B. Anchor Bolt: Any cast -in-place anchorage that is lade of a headed (i.e. bolt) material. C. Anchor Rod: Any cast -in-place or post -installed anlchorage made from unheaded, threaded, rod or deformed bar material. D. Concrete Anchor: Generic term for either an anchor bolt or an anchor rod. E. Galvanizing: Hot -dip galvanizing per ASTM A123 or ASTM A153 with minimum coating of 2.0 OZ of zinc per square foot of metal (average of specimens) unless noted otherwise or dictated by standard. F. Hardware: As defined in ASTM A153. G. Installer or Applicator: 1. Installer or applicator is the person actually installing or applying the product in the field at the Project site. 2. Installer and applicator are synonymous. H. MPII: Manufacturer's printed installation instructions. I. Post -Installed Anchor: Any anchor installed into previously placed and adequately cured concrete. 1.4 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Product technical data including: a. Acknowledgement that submitted products) meet requirements of referenced standards. b. Manufacturer material data sheet for each anchor. 1) Clearly indicate which products on the data sheet are proposed for use on the Proj ect. c. Manufacturer's printed installation instructions. d. Current ICC -ES report for each post -instal IIed anchor system indicating the following: 1) Certification that anchors meet all requirements indicated in this Specification. 2) Performance data showing that anchor) is approved for use in cracked concrete. 3) Seismic design categories for which anchor system has been approved. 4) Required installation procedures. 5) Special inspection requirements for installation. e. Anchorage layout drawings and details: ' 1) Indicate anchor diameter, embedment, 'l length, anchor type, material and finish. 2) Drawings showing location, configuration, spacing and edge distance. f. Contractor Designed Post -Installed Anchors: 1) Show diameter and embedment depth, of each anchor. 2) Indicate compliance with ACI 350 Appendix D. 3) Design tension and shear loads used folr anchor design. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19-2 1 4) Type of post -installed anchor system used. a) Provide manufacturer's ICC -ES report for the following: (1) Adhesive anchorage per ICC -ES AC308. B. Samples: 1. Representative samples of concrete anchors may be requested by Engineer. Review will be for type and finish only. Compliance with all other requirements is exclusively the responsibility of the Contractor. C. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Certification of qualifications for each installer of post -installed anchors. a. Indicate successful completion or certification for each type of approved post -installed anchor as required by the Contract Documents. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to job site in manufacturer's or distributor's packaging undamaged and complete with installation instructions. B. Store above ground on skids or other supports to keep items free of dirt and other foreign debris and to protect against corrosion. C. Protect and handle materials in accordance with manufacturer's recommendations to prevent damage or deterioration. PART 2 - PRODUCTS 2.1 MATERIALS A. Post -Installed Adhesive Concrete Anchors: 1. Stainless steel with matching nut and washer. 2. Submerged application: ASTM F593, Type 316. 3. Non -submerged application: ASTM F593, Type 316. B. Reinforcement C. Washers: 1. ASTM F436 unless noted otherwise. 2. Furnish washers of the same material and alloy as in the accompanying anchorage. 3. Plate washers: Minimum 1/2 IN thick fabricated ASTM A36 square plates as required. 4. Follow manufacturer's requirements for all post -installed anchorage. D. Nuts: 1. Nuts shall meet ASTM F594 and be the matching material and alloy as.in the accompanying anchorage. 2. Follow manufacturer's requirements if using post -installed anchorage. E. Dissimilar Materials Protection: See Drawings. 2.2 CONTRACTOR DESIGNED ANCHORAGE A. Acceptable Manufacturers: 1. Post -installed anchor systems for the listed manufacturers will be considered only if a current ICC -ES evaluation report is submitted in accordance with the SUBMITTALS Article in PART 1 of this Specification Section and if the anchor system is approved by the Engineer. a. Hilti. b. Powers Fasteners. c. Simpson Strong -Tie. d. Or equal. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19-3 B. Contractor shall design the anchorage system for al C. Anchorage Design Loads: 1. Determine all of the design loads, including wi a. Anchorage of equipment and non -structure operating loads provided by the manufactu b. See also Section 01 81 10, Wind and Seisn elements of the project. id and seismic loads, per the Building Code. I components: Use the actual dead and Design Criteria. D. When Contract Drawings, other than the Structural Drawings, indicate an anchor diameter or length, the Contractor design shall incorporate these as "minimums." E. Post -installed Concrete Anchors: 1. Provide the manufacturer's system name/type; spacing, minimum edge distance, cover, and di based on requirements given in the Building C ES report, for the anchor to be used. 2.3 ENGINEER DESIGNED ANCHORAGE ninal diameter, embedment depth, p capacity to resist the calculated load , ACI 350, Appendix D and current ICC - A. When the size, length and details of anchorages are (shown on Contract Structural Drawings, Contractor design of anchorage is not required unless otherwise indicated. B. Acceptable Manufacturers: 1. Additional newer post -installed anchor systems considered only if a current evaluation agency i SUBMITTALS Article in PART I of this Spec certified by ICC -ES for cracked concrete condi 2. Mechanical Anchors: NOT USED 3. Adhesive Anchors: a. Hilti: 1) HIT-HY 200 (ICC -ES ESR -3187). 2)• Or Equal. b. Powers Fasteners: 1) PEI 000+ ([CC -ES ESR -2583). c. Simpson Strong -Tie: SET -XP (ICC -ES E' 4. Screw Concrete Anchors: NOT USED. 5. Calculations to be stamped by a Professional Ei Washington. PART 3 - EXECUTION 3.1 GENERAL A. Cast -in -Place Anchorage: NOT USED. B. Adhesive Anchorage: 1. Use only where specifically indicated on the Engineer. 2. May be used where subjected to vibration or 3. Do not use in overhead applications or sustai hangers. 4. Contact Engineer for clarification when anch manufacturer's printed installation requireme for the listed manufacturers will be -port is submitted in accordance with the fication Section, the anchor system is ions, and if approved by the Engineer. -2508). registered in the State of rwings or when approved for use by the re buried or submerged. . tension loading conditions such as utility will not be installed in compliance with C. Mechanical Anchorage: NOT USED. D. Do not use powder actuated fasteners and other types of bolts and fasteners not specified herein for structural applications unless approved by the Engineer or specified in Contract Documents. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19-4 1 r 1 1 1 1 1 n 1 1 1 1 i 1 1 3.2 PREPARATION A. Prior to installation, inspect and verify areas and conditions under which concrete anchorage is to be installed. 1. Notify Engineer of conditions detrimental to proper and timely completion of work. 2. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to the Engineer. B. Special Inspection is required as requested by the Owner and at the Owner's expense. C. Post -installed anchor manufacturer's representative shall demonstrate and observe the proper installation procedures for the post -installed anchors at no additional expense to the Owner. 1. Follow such procedures to assure acceptable installation. 3.3 INSTALLATION A. Unless noted or specified otherwise: 1. Connect aluminum and steel members to concrete using stainless steel cast -in-place anchorage unless shown otherwise. a. Provide dissimilar materials protection. 2. Provide washers for all anchorage. 3. Where exposed, extend threaded anchorage a maximum of 3/4 IN and a minimum of 1/2 IN above the top of the fully engaged nut. a. If anchorage is cut off to the required maximum height, threads must be dressed to allow nuts to be removed without damage to the nuts. B. Do the following after nuts are snug -tightened down: 1. If using post -installed anchorage, follow MPII. C. Assure that embedded items are protected from damage and are not filled in with concrete. D. Coat aluminum surfaces in contact with dissimilar materials as noted on Drawings. E. For post -installed anchors, comply with the MPII on the hole diameter and depth required to fully develop the tensile strength of the anchor or reinforcing bar. 1. Use hammer drills to create holes. 2. Properly clean out the hole per the ICC -ES reports utilizing a non-metallic fiber bristle brush and compressed air or as otherwise required to remove all loose material from the hole prior to installing the anchor in the presence of the Special Inspector. 3.4 FIELD QUALITY CONTROL A. Special Inspection: 1. See Section 03 05 05. 2. See Section 03 05 07. 3.5 CLEANING A. After concrete has been placed, remove protection and clean all anchorage of all concrete, dirt, and other foreign matter. B. Provide surface acceptable to receive field applied paint coatings as noted on Drawings. 10027142 END OF SECTION City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19-5 10027142 This page left intentionally blank. City of Bremerton Reservoir 4 Cover Replacement Project ANCHORAGE TO CONCRETE 03 15 19-6 DIVISION 05 METALS This page left intentionally blank. 1 i SECTION 05.50 00 METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Custom fabricated metal items and certain manufactured units not otherwise indicated to be supplied under work of other Specification Sections. 2. Design of all temporary bracing not indicated on Drawings. 3. Design of systems and components, including but not limited to: a. Anchor bars. b. Batten bars. c. Piping supports. i ( B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 3. Division 03 - Concrete. j 1.2Q UALITY ASSURANCE A. Referenced Standards: I . American Association of State Highway and Transportation Officials (AASHTO): a. HB, Standard Specifications for Highway Bridges. 2. American Institute of Steel Construction (AISC): a. 325, Manual of Steel Construction. b. 360, Specifications for Structural Steel Buildings (referred to herein as AISC Specification). 3. American Society of Civil Engineers (ASCE): a. 7, Minimum Design Loads for Buildings and Other Structures. 4. ASTM International (ASTM): a. A6, Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. b. A36, Standard Specification for Carbon Structural Steel. c. A47, Standard Specification for Ferritic Malleable Iron Castings. d. A108, Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished. e. A269, Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service. f. A276, Standard Specification for Stainless Steel Bars and Shapes. g. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. h. A312, Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes. i. A325, Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength. j. A380, Standard Practice for Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems. k. A500, Standard Specification for Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 1. A501, Standard Specification for Hot -Formed Welded and Seamless Carbon Steel Structural Tubing. in. A554, Standard Specification for Welded Stainless Steel Mechanical Tubing. n. A572, Standard Specification for High -Strength Low -Alloy Columbium -Vanadium Structural Steel. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 05 50 00 - 1 o. A666, Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar. p. A668, Standard Specification for Sieel Forgings, Carbon and Alloy, for General Industrial Use. q. A786, Standard Specification for Hot -Rolled Carbon, Low -Alloy, High -Strength Low - Alloy, and Alloy Steel Floor Plates. r. A992, Standard Specification for Steel for 'Structural Shapes. s. A1064, Standard Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete. t. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, Haigh -Strength Low -Alloy with Improved Formability, and Ultra -High Strength. U. F467, Standard Specification for Nonferrous Nuts for General Use. v. F468, Standard Specification for. Nonferrous Bolts, Hex Cap Screws, and Studs for General Use. w. F593, Standard Specification for Stainless, Steel Bolts, Hex Cap Screws, and Studs. x. F1789, Standard Terminology for F16 Mchanical Fasteners. 5. American Welding Society (AWS): a. A5.1/A5.IM, Specification for Carbon Steel Electrodes for Shielded Metal Are Welding. b. D1.6/D1.6M, Structural Welding Code - Stainless Steel. 6. National Association of Architectural Metal Manufacturers (NAAMM): a. AMP 510, Metal Stairs Manual b. AMP 555, Code of Standard Practice for the Architectural Metal Industry (Including Miscellaneous Iron). c. MBG 531, Metal Bar Grating Manual. 7. NACE International (NAGE). 8. Nickel Development Institute (NIDI): a. Publication 11007, Guidelines for the welded fabrication of nickel -containing stainless steels for corrosion resistant services. 9. Occupational Safety and Health Administration (OSHA): a. 29 CFR 1910, Occupational Safety and Health Standards, referred to herein as OSHA Standards. 10. Building code: a. International Code Council (ICC): 1) International Building Code and associated standards, 2015 Edition_ including all amendments, referred to herein as Building Code. B. Qualifications: 1. Qualify welding procedures and welding operators in accordance with AWS. 2. Fabricator shall have minimum of 10 years experience in fabrication of metal items specified. 3. Engineer for contractor -designed systems and components: Professional structural engineer licensed in the State of Washington. 1.3 DEFINITIONS A. Fasteners: As defined in ASTM F 1789. B. Installer or Applicator: 1. Installer or applicator is the person actually installing or applying the product in the field at ;the Project site. 2. Installer and applicator are synonymous. 10027142 City of Bremerton I Reservoir 4 Cover Replacement Project METAL FABRICATIONS 055000-2 1 1 1 1 1 11 1.4 SUBMITTALS TP A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Fabrication and/or layout drawings and details: a. Submit drawings for all fabrications and assemblies. 1) Include erection drawings, plans, sections, details and connection details. b. Identify materials of construction, shop coatings and third party accessories. 3. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Provide manufacturer's standard allowable load tables for modular framing systems. 4. Contractor designed systems and components: a. Certification that manufactured units meet all design loads specified. b. Shop Drawings and engineering design calculations: 1) Indicate design dead and live loads. 2) Sealed by a licensed professional engineer, registered in the State of Washington. 3) Engineer will review for general compliance with Contract Documents. c. Contractor designed systems and components include, but are not necessarily limited to, the following: 1) Anchor bars. 2) Batten bars. B. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Certification of welders and welding processes. a. Indicate compliance with AWS. 3. NACE inspector qualifications. 4. NACE certification of surface preparation. 5. NACE certification of paint application. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver and handle fabrications to avoid damage. B. Store above ground on skids or other supports to keep items free of dirt and other foreign debris and to protect against corrosion. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Headed studs and deformed bar anchors: a. Nelson Stud Welding Div., TRW Inc. b. Stud Welding Products, Inc. 2. Anchor bolts: a. See Section 03 15 19, Anchorage to Concrete. 2.2 MATERIALS A. Steel: 10027142 1. Structural: a. W -shapes and WT -shapes: ASTM A992, Grade 50. b. All other plates and rolled sections: ASTM A36. 2. Pipe: ASTM A53, Types E or S, Grade B or ASTM A501. City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 055000-3 2.3 3. Structural tubing: a. ASTM A500, Grade B (46 ksi minimum yield). 4. Bolts, nuts and washers, high strength: a. ASTM A325. b. Provide two (2) washers with all bolts. 5. Bolts and nuts: a. ASTM A307, Grade A. 6. Welding electrodes: AWS D1.1, E70 Series. 7. Steel forgings: ASTM A668. B. Stainless Steel: 1. Stainless steel in welded applications: Low carbon'L'type. 2. Minimum yield strength of 30,000 psi and minimum tensile strength of 75,000 psi. a. Bars, shapes: ASTM A276, Type 304. b. Tubing and pipe: ASTM A269, ASTM A312 or ASTM A554, Type 304 or 316. c. Strip, plate and flat bars: ASTM A666, Type 304 or 316. d. Bolts and nuts: ASTM F593, Type 304 or 316. 3. Minimum yield strength of 25,000 psi and minimum tensile strength of 70,000 psi. a. Strip, plate and flat bar for welded connections, ASTM A666, Type 304L or 316L. 4. Welding electrodes: In accordance with AWS for metal alloy being welded. C. Washers: Same material and alloy as found in accompanying bolts and nuts. D. Anchor Bolts: 1. See Specification Section 03 15 19, Anchorage: to Concrete. E. Headed Studs: ASTM A108 with a minimum yield strength of 50,000 psi and a minimum tensile strength of 60,000 psi. F. Deformed Bar Anchors: ASTM A1064 with a minimum yield strength of 70,000 psi and a minimum tensile strength of 80,000 psi. G. Dissimilar Materials Protection: See notes on Drawings. MANUFACTURED UNITS V 10027142 Modular Framing System: 1. Materials: a. Steel: ASTM A1011, stainless steel, Grade 33. b. Stainless steel: ASTM A666. 2. Channels and inserts: a. Stainless steel: Minimum 12 GA. b. Channels to have one (1) side with a continuous slot with in -turned lips. 1) Width: 1-5/8 IN. 2) Depth and configuration as necessary for loading conditions. 3. Fittings: Same material as system major components. 4. Fasteners: a. Nuts: Toothed groves in top of nuts to engage the in -turned lips of channel. b. Bolts: Hex -head cap screws. c. Same material as system major components. 5. End caps: a. At each exposed end of each piece mounted on walls, or guardrails, or suspended from framing 7 FT or less above the floor or platform. l) Plastic for all exposed ends 7 FT or more above floor or platform. 2) Plastic or metallic for all other exposed ends. 6. Schedule: a. Submerged areas: Stainless steel, Type 316. l) Including all areas under reservoir cover. b. All other areas not listed above: Stainless steel, Type 304. City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 055000-4 f 1 i 1 D f 1 11 7. Provide dissimilar materials protection in accordance with notes on Drawings. 2.4 FABRICATION A. Verify field conditions and dimensions prior to fabrication. B. Form materials to shapes indicated with straight lines, true angles, and smooth curves. 1. Grind smooth all rough welds and sharp edges. a. Round all corners to approximately 1/16 IN nominal radius. C. Provide drilled or punched holes with smooth edges. 1. Punch or drill for field connections and for attachment of work by other trades. D. Weld Shop Connections: 1. Welds to be continuous fillet type unless indicated otherwise. 2. Weld stainless steel in accordance with AWS D1.6 and NIDI 11007. a. Treat all welded areas in accordance with ASTM A380. 3. All headed studs to be welded using automatically timed stud welding equipment. 4. Grind smooth all welds. E. Passivate stainless steel items and stainless steel welds after they have been ground smooth. 1. ASTM A380. F. Conceal fastenings where practicable. G. Fabricate work in shop in as large assemblies as is practicable. H. Tolerances: 1. Rolling: a. ASTM A6. b. When material received from the mill does not satisfy ASTM A6 tolerances for camber, profile, flatness, or sweep, the Contractor is permitted to perform corrective work by the use of controlled heating and mechanical straightening, subject to the limitations of the AISC Specification. 2. Fabrication tolerance: a. Member length: 1) Both ends finished for contact bearing: 1/32 IN. 2) Framed members: a) 30 FT or less: 1/161N. b) Over 30 FT: 118 IN. b. Member straightness: 1) Compression members: 1/1000 of axial length between points laterally supported. 2) Non -compression members: ASTM A6 tolerance for wide flange shapes. c. Specified member camber (except compression members): 1) 50 FT or less: Minus 0/plus 1/2 IN. 2) Over 50 FT: Minus 0/plus 1/2 1N (plus 1/8 IN per 10 FT over 50 FT). 3) Members received from mill with 75 percent of specified camber require no further cambering. 4) Beams/trusses without specified camber shall be fabricated so after erection, camber is upward. 5) Camber shall be measured in fabrication shop in unstressed condition. d. At bolted splices, depth deviation shall be taken up by filler plates. 1) At welded joints, adjust weld profile to conform to variation in depth. 2) Slope weld surface per AWS requirements. e. Finished members shall be free from twists, bends and open joints. 1) Sharp kinks, bends and deviation from above tolerances are cause for rejection of material. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 055000-5 2.5 I. Fabricate batten bars and accessories using stainless steel unless shown otherwise on Drawings. 1. Finish: a. Mill, unless noted otherwise. b. Coat surfaces in contact with dissimilar materials. 1) See notes on Drawings. SOURCE QUALITY CONTROL A. Shop Inspection and Testing: 1. Employ and pay for the services of a qualified independent testing agency to inspect and test all structural steel work for compliance with"Contract Documents. 2. Contractor responsible for testing to qualify shop and field welders and as needed for Contractor's own quality control to ensure compliance with Contract Documents. 3. Independent testing agency shall have a minimum of five (5) years performing similar work and shall be subject to Owner's approval. B. Responsibilities of Testing Agency: 1. Inspect shop and field welding in accordance with AWS Code including the following non- destructive testing: a. Visually inspect all welds. b. In addition to visual inspection, test 50 percent of full penetration welds and 20 percent of fillet welds with liquid dye penetrant or mag particle. c. Test 20 percent of liquid dye penetrant tested full penetration welds with ultrasonic or radiographic testing. 2. Inspect high-strength bolting in accordance with the RCSC Specification for Structural Joints Using High -Strength Bolts, Section 9. a. Verify direct tension indicator gaps, if applicable. 3. Inspect structural steel which has been erected. 4. Inspect stud welding in accordance with AWS Code. 5. Prepare and submit inspection and test reports to Engineer. a. Assist Engineer to determine corrective measures necessary for defective work. PART 3 - EXECUTION 3.1 PREPARATION A. Provide items to be built into other construction in time to allow their installation. 1. If such items are not provided in time for installation, cut in and install. B. Prior to installation, inspect and verify condition of substrate. C. Correct surface defects or conditions which may interfere with or prevent a satisfactory installation. 3.2 INSTALLATION A. Set metal work level, true to line, plumb. 1. Shim and grout as necessary. B. Contractor is solely responsible for safety. 1. Construction means and methods and sequencing of work is the prerogative of the Contractor. 2. Take into consideration that full structural capacity of many structural members is not realized until structural assembly is complete; e,g., until slabs, decks, and diagonal bracing or rigid connections are installed. 3. Partially complete structural members shall not be loaded without an investigation by the Contractor. 4. Until all elements of the permanent structure and lateral bracing system are complete, temporary bracing for the partially complete structure will be required. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 05 5000-6 i A y I 1 1 1 'I 1 C. Adequate temporary bracing to provide safety, stability and to resist all loads to which the partially complete structure may be subjected, including construction activities and operation of equipment is the responsibility of the Contractor. 1. Plumb, align, and set structural steel members to specified tolerances. 2. Use temporary guys, braces, shoring, connections, etc., necessary to maintain the structural framing plumb and in proper alignment until permanent connections are made, the succeeding work is in place, and temporary work is no longer necessary. 3. Use temporary guys, bracing, shoring, and other work to prevent injury or damage to adjacent work or construction from stresses due to erection procedures and operation of erection equipment, construction loads, and wind. 4. Contractor shall be responsible for the design of the temporary bracing system and must consider the sequence and schedule of placement of such elements and effects of loads imposed on the structural steel members by partially or completely installed work, including work of all other trades. a. If not obvious from experience or from the Drawings, the Contractor shall confer with the Engineer to identify those structural steel elements that must be complete before the temporary bracing system is removed. 5. Remove and dispose of all temporary work and facilities off-site. D. Examine work -in-place on which specified work is in any way dependent to ensure that conditions are satisfactory for the installation of the work. 1. Report defects in work -in-place which may influence satisfactory completion of the work. 2. Absence of such notification will be construed as acceptance of work -in-place. E. Field Measurement: 1. Take field measurements as necessary to verify or supplement dimensions indicated on the Drawings. 2. Contractor responsible for the accurate fit of the work. F. Check the elevations of all finished footings or foundations and the location and alignment of all anchor bolts before starting erection. 1. Use surveyor's level. 2. Notify Engineer of any errors or deviations found by such checking. G. Framing member location tolerances after erection shall not exceed the frame tolerances listed in the FIELD QUALITY CONTROL Article in PART 3 of this Specification Section. H. Erect plumb and level; introduce temporary bracing required to support erection loads. I. Use light drifting necessary to draw holes together. 1. Drifting to match unfair holes is not allowed. J. Welding: 1. Conform to AWS D1.1 and requirements of the FABRICATION Article in PART 2 of this Specification Section. 2. When joining two (2) sections of steel of different ASTM designations, welding techniques shall be in accordance with a qualified AWS 131.1 procedure. K. Shore existing members when unbolting of common connections is required. 1. Use new bolts for rebolting connections. L. Clean stored material of all foreign matter accumulated prior to the completion of erection. M. Bolt Field Connections: Where practicable, conceal fastenings. N. Field Welding: 1. Follow AWS procedures. 2. Grind welds smooth where field welding is required. O. Field cutting grating or checkered plate to correct fabrication errors is not acceptable. 1. Replace entire section. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 055000-7 P. Remove all buns and radius all sharp edges and corners of miscellaneous plates, angles, framing system elements, etc. Q. Unless noted or specified otherwise: 1. Connect steel members to steel members with 3/4 IN DIA ASTM A325 high strength bolts unless noted otherwise. 2. Provide washers for all bolted connections. 3. Where exposed, bolts shall extend a maximum of 3/4 IN and a minimum of 1/2 IN above the top of installed nut. R. Install and tighten ASTM A325 high-strength bolts in accordance with the AISC 325, Allowable Stress Design (ASD). 1. Provide hardened washers for all ASTM A325 bolts. a. Provide the hardened washer under the element (nut or bolt head) turned in tightening. S. After bolts are tightened, upset threads of ASTM A307 bolts or anchor bolts to prevent nuts from backing off. T. Do not field splice fabricated items unless said items exceed standard shipping length or change of direction requires splicing. 1. Provide full penetration welded splices where continuity is required. U. Provide each fabricated item complete with attachment devices as indicated or required to install. V. Anchor such that work will not be distorted nor fasteners overstressed from expansion and contraction. C' W. Coat existing aluminum surfaces that will be in contact with dissimilar materials in accordance with notes on Drawings. 3.3 FIELD QUALITY CONTROL A. Tolerances (unless otherwise noted on the Drawings): 1. Frame placement, after assembly and before welding or tightening. a. Deviation from plumb, level and alignment: 1 in 500, maximum. b. Displacement of centerlines of columns: 1/2 IN maximum, each side of centerline location shown on Drawings. c. Displacement of centerlines of columns: 1/2 IN maximum, each side of centerline location shown on Drawings. B. OWNER Pays for Field Inspection and Testing: 1. Owner will employ and pay for services of an independent testing agency to inspect and test structural steel shop and field work for compliance with this Specification Section. 2. Contractor provides sufficient notification and access so inspection and testing can be accomplished. 3. Contractor pays for retesting of failed tests and for additional testing required when defects are discovered. 3.4 CLEANING A. After fabrication, erection, installation or application, clean all miscellaneous metal fabrication surfaces of all dirt, weld slag and other foreign matter. B. All stainless steel products in addition to Paragraph A. above: 1. Remove all heat tint, rusting, discoloration by passivation, ASTM A380, or other acceptable means as listed in NiDI 11 007 as approved ;by the Engineer. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project METAL FABRICATIONS 05 5000-8 DIVISION 31 EARTHWORK This page left intentionally blank. SECTION 3125 00 SOIL EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Soil erosion and sediment control. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 0l -General Requirements. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. Erosion control standards: Standards and Specifications for Soil Erosion and Sediment Control in Developing Areas by the United Sates Department of Agriculture (USDA), Soil Conservation Service, College Park, Maryland. 1.3 SUBMITTALS A. Submit a Washington Department of Ecology compliant Erosion and Sediment Control Plan PART 2 - PRODUCTS 2.1 MATERIALS A. Straw bales, twine tied. B. Pipe Riser and Barrel: 16 GA corrugated metal pipe (CMP) of size indicated. C. Stone for Stone Filter: 2 IN graded gravel or crushed stone. D. Grass Seed: Annual ryegrass. PART 3 - EXECUTION 3.1 PREPARATION A. While the project does not necessitate excavation other than for demolition and installation of fencing, it is anticipated that the existing site will be disturbed by construction activities to the extent that soil erosion and sediment control measures will be required. B. Prior to General Stripping Topsoil and Excavating, if such work is required based on means and methods proposed by Contractor: I . Install perimeter dikes and swales. 2. Excavate and shape sediment basins and traps. 3. Construct pipe spillways and install stone filter where required. 4. Machine compact all berms, dikes and embankments for basins and traps. 5. Install straw bales where indicated. a. Provide two stakes per bale. b. First stake angled toward previously installed bale to keep ends tight against each other. C. Construct sediment traps where indicated on Drawings and as otherwise necessary to control soil erosion and sediment during rough grading as grading progresses. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SOIL EROSION AND SEDIMENT CONTROL 31 2500- 1 D. Temporarily seed basin slopes and topsoil stockpiles: 1. Rate: 1/2 LB/1000 SF. 2. Reseed as required until good stand of grass is achieved. 3.2 DURING CONSTRUCTION PERIOD A. Maintain Basins, Dikes, Traps, Stone Filters, Straw Bales, etc.: 1. Inspect regularly especially after rainstorms. 2. Repair or replace damaged or missing items. B. After rough grading, sow temporary grass cover over all exposed earth areas not draining into sediment basin or trap. C. Construct inlets as soon as possible. 1. Excavate and tightly secure straw bales completely around inlets as detailed on Drawings. D. Provide necessary swales and dikes to direct all water towards and into sediment basins and traps. E. Do not disturb existing vegetation (grass and trees). F. Excavate sediment out of basins and traps when capacity has been reduced by 50 percent. 1. Remove sediment from behind bales to prevent overtopping. G. Topsoil and Fine Grade Slopes and Swales, etc.: Seed and mulch as soon as areas become ready. 3.3 NEAR COMPLETION OF CONSTRUCTION A. Eliminate basins, dikes, traps, etc. B. Grade all disturbed areas to match existing grades. C. Fine grade all remaining earth areas, then seed and mulch. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SOIL EROSION AND SEDIMENT CONTROL 312500-2 1 DIVISION 32 EXTERIOR IMPROVEMENTS This page left intentionally blank. 1 1 1 L` ' fl i 1 11 1 1 1 . , 1 1 t SECTION 32 31 14 SECURITY CHAIN LINK FENCE AND GATES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Chain link security fencing and gates. B. Related Sections include but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 2. Division 1 - General Requirements. 3. Division 3 - Concrete. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. ASTM International (ASTM): a. A123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. c. A853, Standard Specification for Steel Wire, Carbon, for General Use. d. C94, Standard Specification for Ready -Mixed Concrete. e. F552, Standard Terminology Relating to Chain -Link Fencing. f F567, Standard Practice for Installation of Chain Link Fence. g. F626, Standard Specification for Fence Fittings. h. F900, Standard Specification for Industrial and Commercial Swing Gates. i. F1043, Standard Specification for Strength and Protective Coatings on Metal Industrial Chain Line Fence Framework. j. F1184, Standard Specification for Industrial and Commercial Horizontal Slide Gates. k. F1916, Standard Specifications for Selecting Chain Link Barrier Systems with Coated Chan Link Fence Fabric and Round Posts for Detention Applications. 1. F2200, Standard Specification for Automated Vehicular Gate Construction. 2. American Welding Society (AWS). 3. Chain Link Manufacturer's Institute for "Galvanized Steel Chain Link Fence Fabric and Accessories." 4. Underwriters Laboratories, Inc. (UL). B. Qualifications: 1. Installer bonded and licensed in the Project state. 2. Installer shall have a minimum two (2) years experience installing similar fencing. 3. Utilize only AWS certified welders. 1.3 DEFINITIONS A. See ASTM F552. B. NPS: Nominal pipe size, in inches. C. Installer or Applicator: 1. Installer or applicator is the person actually installing or applying the product in the field at the Project site. 2. Installer and applicator are synonymous. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14 - 1 1.4 SUBMITTALS A. Shop Drawings: 1. See Section 00 72 13, Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Manufacturer's catalog cut sheets. 3. Scaled plan layout showing spacing of components, accessories, fittings, and post anchorage. 4. Schedule of components and hardware schedule indicating type of materials to be used for approval prior to installation. 5. Mill certificates. 6. Source quality control test results. 7. Certifications: a. Individual welders AWS Welder Certifications. 8. Overturning Calculations. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Fence systems: a. Riverdale Mills Corp. b. Or approved equal. 2.2 CHAIN LINK FENCE A. Fence Fittings (Post and Line Caps, Rail and Brace Ends, Sleeves -Top Rail, Tie Wires and Clips, Tension and Brace Bands, Tension Bars, Truss Rods): 1. ASTM F626. B. Strength requirements for posts shall conform to ASTM F 1043. The product of the yield strength and section modulus shall not be less than that for pipe confonning to ASTM F 1083. C. Products shall be new from recognized, reputable manufacturers. The manufacturers shall have a minimum of 2 years experience. Used, re -rolled or re -galvanized material is not acceptable. D. Welded Wire Fabric shall be fabricated from low carbon steel wire and electronically control welded, forming a specified mesh size. E. The wire shall conform to ASTM A 853 Grade AISI 1006, having a minimum tensile strength of 70,000 PSI. After welding the fabric shall be hot -dipped, galvanized with a minimum 1.2 oz zinc/ftz followed by a 10 mil minimum PVC coating. 1. PVC coating shall be thermally fused and adhered to a primer, which is thermally cured onto the galvanized steel core wire. 2. PVC coating shall be applied in a continuous process. F. Fabric Heights: 1. Perimeter Fences: Typically 8 feet or as required single panel construction ''/2" x 3" X 10.5 gauge. G. Framework: Framework strength and coating shall be in accordance with ASTM F 1043. 1. Grade A Pipe, hot -dipped galvanized Schedule 40 pipe conforming to ASTM F 1043 Group IA. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14-2 1 1 i 1 2. Grade B Pipe, Manufactured by cold rolling and radial frequency welding, the steel shall conform to ASTM F 1043 Group IC with a minimum yield strength of 50,000 PSI. Exterior and Interior coatings shall be in accordance with ASTM F 1043. 3. "C" post, manufactured by cold forming shall conform to ASTM F 1043 Group II with minimum yield strength of 60, 000 PSI. "C" post size 3'/4 "x 2'/2" x .130 wall. 4. Wind loads: Post shall withstand 70 M.P.H. minimum wind load. 5. Manufacturers: a. Gregory Galvanizing, Canton, OH. b. Or equal. 6. Post Sizes, determined in accordance with previous approved practices Line, terminal and gate post shall not be less than 95% of the nominal weight conforming to (ASTM F 1043 Group IA, IC. and 11.) a. "C" Post 3.25" x 2.5" x 0.160 wall are acceptable. b. "C" line post with flat attaching bars used to secure welded mesh to post. "C" post brackets spaced 15" on center also acceptable for attaching welded mesh to "C" line post. 4" diameter tubular post shall be used as terminal post, exceptions may apply to gate post. 7. Rail Size: a. 1-5/8" diameter rails located at the top and bottom of the fence. b. "C" rails 1.625" x 1.25" x 0.80" wall are acceptable for top and bottom rail locations. c. Secure welded mesh to rails with 9 gauge tie wires. H. Fittings and Accessories: 1 . Barbed tape (razor tape, reinforced). a. Fabricate from 430 series stainless steel. b. 0.025 IN thick x 1-1/4 IN wide. c. Assembly: Single helical coil. d. Diameter: 18 IN e. Attachments per loop: 3. f. Pitch: 3IN. g. Provide clusters of four 1 IN long razor barbs cut 4 IN on center. h. Form around 0.098 IN diameter stainless core wire. 2. Post Tops: Pressed steel or malleable iron, designed as a weather tight enclosure for tubular post. Weather tight enclosures not required for "C" post. 3. Provide one cap for each exposed tubular post end. Post caps not required for "C" post. Preformed Power Twisted Ties: Fabric attachment to rails, 9 gauge ties for fabric sizes 10.5 gauge and larger. Ties shall be aluminized with a minimum coating of 0.40 oz. aluminum/ft2 or galvanized. 4. Tie Spacing for top rails are at intervals not exceeding 24", (bottom rail tie spacing intervals not to exceed 12". 5. Line Post and Terminal Post Brackets: Spacing for line and terminal posts are at intervals not exceeding 15". I. Concrete: See Division 03. 10027142 Swing Gates: 1. ASTM F900. Materials and coatings as specified for fence framework and panels. 2. Single and double leaf with barbed tape, as noted on drawings. 3. Materials as specified for fence framework and fabric. 4. Hardware: a. Galvanized per ASTM A153. b. Hinges: 1) Offset to permit 180 -degree outward gate opening. 2) Shall not twist or turn under the action of the gate. 3) Non -removable type. City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 323114-3 c. Latches and stops: 1) Single leaf gates: forked gravity drop bar with positive locking features. 2) Double leaf gates: locking devices shall be constructed so that the center drop bar cannot be raised when locked. 3) Furnish suitable casting set in concrete to hold gate leaf in place when drop rod is engaged. d. Fabricate with padlock hasp for Owner furnished padlock for swinging gates. e. Provide strap and L bolt hinges and spring loaded latch with locking feature. f. Provide canebolt; nonremovable in closed position, at inactive leaf of double gate. 2.3 SOURCE QUALITY CONTROL A. Test related fence construction materials to meet the following standards: 1. Posts and rails: a. ASTM F1043, Heavy Industrial. PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with: 1. Manufacturer's instructions. 2. Lines and grades shown on Drawings. 3. In accordance with ASTM F567. B. Site Preparation: Prior to the installation, all necessary grading and cleaning on both sides of fence shall. be performed by the Contractor. 1. Grading shall be done in such a manner as to provide a straight flat and level surface, soil or stone fill shall be thoroughly compacted. 2. All excavation shall be coordinated with respect to existing electrical and mechanical components in the area of work. All existing utilities shall be located prior to starting excavation. 3. Erect the fencing in straight lines between angle points. C. Posts depths shall be a minimum of 24", plus 3" for each 1 - Ft. increase in the fence height over 4 ft, or as recommended by manufacturer. D. Post Holes: I. In Solid Rock or Concrete: a. Drill holes into solid rock or concrete 1/2" wider than pipe diameter, and 18" deep for end, corner and gate posts and 12" deep for line post. b. Half -fill the void with non -shrinkable grout and force the post to the bottom of the hole, leaving no voids. Crown the grout to shed water. The use of sleeves in new concrete is recommended. 2. In firm, undisturbed or compacted soil. a. Minimum diameter equal to 4 times OD of post or 12 inches, whichever is greater. b. Hole shall be 4 inches deeper than bottotn of installed post. E. Concrete Mix: Shall be in accordance with ASTM C 94 with maximum 3/4" aggregate, and having a minimum compression strength of 3000 PSI at 28 days. Concrete shall be thoroughly worked into the post holes leaving no voids. F. Allow concrete to cure a minimum of seven (7) days before installing fence fabric or fittings. The top surface of the post footing shal l have a crown to shed water. G. Posts: 1. Space post equal distance in the fence line to a maximum of 8' on center. 2. No terminal posts larger than line post required; except for gate post; welded mesh requires no stretching. 3. Install posts plumb to 1/4 IN in 10 FT. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14-4 1 H. Ground Cover: Install 3 ''/2" aluminum edging held in place by 16" long stakes at 2' spacing full length of fencing, inside and outside of fence line. Install 4"-6" washed cobble per WSDOT 9- 03.11(2), 12" depth on top of filter fabric in cover zone along fence. The filter fabric and stone should extend 6" inside of fence and 12" beyond the exterior fence. Rails: Install rails as called for in these Specifications. All rails shall be installed on the side of the fence which is being protected to provide the least access for climbing. No corner bracing required for welded wire fabric installations. 1. Top rails, with the use of 7" sleeve, shall run continuously through the top caps or extension arms. Bottom rails shall be connected to the line and terminal post using boulevards or bands and rail ends. Attachment bolts for bands shall be 5/16" x 1 '/2" carriage bolts with nuts. 2. Boulevard bolts shall be 3/8" minimum in diameter. Bottom rails locations shall correspond with this specification. 3. Two way brace bands and rail ends may be used in place of boulevards. L. Gates: 1. Construct with fittings or by welding. 2. Provide rigid, weatherproof joints. 3. Assure right, non -sagging, non -twisting gate. 4. Coat welds with rust preventive paint, color to match pipe. 5. Adjust for rigid, no free swing in open position. M. Barbed tape: 1. Attach each coil pitch to fence with 16 mm2 7 GA galvanized support wire for fence mounted tape. 3.2 SYSTEM VALIDATION A. The complete system shall be adjusted to assure it is performing properly. B. The system shall be operated for a sufficient period of time to determine that the system is in r proper working order. 1 C. Test and Explain Safety Features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent position on both sides of the gate. D. Ensure Owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system. These safety points are listed in the operator manual and must be read prior to system use. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14-5 J. Welded Wire Fabric General: Welded wire panels are fabricated to correspond with the widths and heights specified. Welded mesh panels are attached with a combination of brackets and tie wire. Option (1) Continuous flat bar drilled 12" on center running top to bottom of exposed fabric. Option 2 Preformed 1" x 10 gage thick two piece brackets, zinc coated are secured to the line post with 5/16" carriage bolts. Terminal post connections are comprised of tension bands. Band spacing not to exceed 15" for terminal post. See corner connection detail for securing tension bands. Continuous punched "C" post and flat bar method preferred over round post. ,r K. Install post top at each post. L. Gates: 1. Construct with fittings or by welding. 2. Provide rigid, weatherproof joints. 3. Assure right, non -sagging, non -twisting gate. 4. Coat welds with rust preventive paint, color to match pipe. 5. Adjust for rigid, no free swing in open position. M. Barbed tape: 1. Attach each coil pitch to fence with 16 mm2 7 GA galvanized support wire for fence mounted tape. 3.2 SYSTEM VALIDATION A. The complete system shall be adjusted to assure it is performing properly. B. The system shall be operated for a sufficient period of time to determine that the system is in r proper working order. 1 C. Test and Explain Safety Features: 1. Each system feature and device is a separate component of the gate system. 2. Read and follow all instructions for each component. 3. Ensure that all instructions for mechanical components, safety devices and the gate operator are available for everyone who will be using the gate system. 4. The warning signs shipped with the gate operator must be installed in prominent position on both sides of the gate. D. Ensure Owner is clear with regard to the safety points concerning the basic operational guidelines of the safety features of the gate operator system. These safety points are listed in the operator manual and must be read prior to system use. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14-5 3.3 CLEANING A. Cleanup, upon completion of the installation, all waste material resulting from the fence construction. END OF SECTION 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - CHAIN LINK FENCE AND GATES 3231 14-6 t 1 1 1 r 1 1 SECTION 32 91 13 TOPSOILING AND FINISHED GRADING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Topsoiling and finished grading. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 31 25 00 - Soil Erosion and Sediment Control. 4. Section 32 92 00 - Seeding, Sodding and Landscaping. C. Location of Work: All areas within limits of grading and all areas outside limits of grading which are disturbed in the course of the work. 1.2 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Project Data: Test reports for furnished topsoil. 1.3 PROJECT CONDITIONS A. Project does not require earthwork or stockpiling of topsoil. However, Contractor shall make all provisions necessary for restoring site to existing conditions following any disturbance to grading as a result of the Work. B. Determine amount of additional topsoil, if necessary to complete work. PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil: 1. Original surface soil typical of the area. 2. Existing topsoil, if stockpiled. 3. Capable of supporting native plant growth. 2.2 TOLERANCES A. Finish Grading Tolerance: 0.1 FT plus/minus from required to match existing elevations. PART 3 - EXECUTION 3.1 PREPARATION A. Correct, adjust and/or repair rough graded areas. 1. Cut off mounds and ridges. 2. Fill gullies and depressions. 3. Perform other necessary repairs. 4. Bring all sub -grades to specified contours, even and properly compacted. B. Loosen surface to depth of 2 IN, minimum. C. Remove all stones and debris over 2 IN in any dimension. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project TOPSOILING AND FINISHED GRADING 3291 13- 1 1 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project TOPSOILING AND FINISHED GRADING 3.2 PLACING TOPSOIL A. Do not place when subgrade is wet or frozen enough to cause clodding. B. Spread to compacted depth of 4 IN for all disturbed earth areas. C. If topsoil stockpiled is less than amount required for work, furnish additional topsoil at no cost to Owner. D. Provide finished surface free of stones, sticks, or other material 1 IN or more in any dimension. E. Provide finished surface smooth and true to required grades. F. Restore stockpile area to condition of rest of finished work. 3.3 ACCEPTANCE A. Upon completion of placement of topsoil, obtain Engineer's acceptance of grade and surface. o B. Make test holes where directed to verify proper placement and thickness of topsoil. END OF SECTION 1 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project TOPSOILING AND FINISHED GRADING 329t 13-2 1 1 SECTION 32 92 00 SEEDING, SODDING AND LANDSCAPING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Seeding, sodding and landscape planting: a. Soil preparation. B. Related Specification Sections include but are not necessarily limited to: ' 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 -General Requirements. 3. Section 32 91 13 - Topsoiling and Finished Grading. f 1 1 1 1 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Nursery and Landscape Association/American National Standards Institute (ANLA/ANSI): a. Z60.1, American Standard for Nursery Stock. 2. AOAC International (AOAC). 3. ASTM International (ASTM): a. D2028, Standard Specification for Cutback Asphalt (Rapid -Curing Type). b. D5276, Standard Test Method for Drop Test of Loaded Containers by Free Fall. B. Quality Control: I. Fertilizer: a. If Engineer determines fertilizer requires sampling and testing to verify quality, testing will be done at Contractor's expense, in accordance with current methods of the ADAC. b. Upon completion of Project, a final check of total quantities of fertilizer used will be made against total area seeded. c. If minimum rates of application have not been met, Contractor will be required to distribute additional quantities to make up minimum application specified. 2. Meet with Owner and/or Engineer to identify areas disturbed by construction activities requiring re -seeding and re -seed areas where directed by Owner. C. Use of herbicides will not be permitted. 1.3 SUBMITTALS A. Shop Drawings: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Layout drawings: a. Scaled site plan (scale 1 IN = 20 FT or equal to scale of Project site plan Drawing) on reproducible Drawing to show: 3. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. c. Signed copies of vendor's statement for seed mixture required, stating botanical and common name, place of origin, strain, percentage of purity, percentage of germination, and amount of Pure Live Seed (PLS) per bag. d. Identification of areas disturbed by construction activities requiring seeding. 4. Certification that each container of seed delivered will be labeled in accordance with Federal and State Seed Laws and equals or exceeds Specification requirements. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SEEDING, SODDING AND LANDSCAPING 329200-1 B. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. Copies of invoices for fertilizer used on Project showing grade furnished, along with certification of quality and warranty. 1.4 SEQUENCING AND SCHEDULING A. Installation Schedule: 1. Provide schedule of when grass areas are anticipated to be planted. 2. Indicate planting schedules in relation to finish grading and topsoiling. 3. Indicate anticipated dates Engineer will be required to review installation for initial acceptance and final acceptance. PART 2 - PRODUCTS 2.1 MATERIALS A. Lawn-Tvoe Seed Mixture: = MINIMUM SBOTANICAL and '_ „ PERCENT by PERCENT - - MINIMUM -COMMON NAME WEIGHT PLS GERMINATION=_ PERCENT PURITY - Kentucky Bluegrass (Poa 60 85 95 pratensis) Fescue, Tall, KY 31 (Festttra 30 85 98 amndiancea'KY 31' Ryegrass, Perennial (Lolium 10 90 95 perenne) B. Asphalt binder not permitted. C. Water: 1. Water free from substances harmful to grass growth. 2. Provide water from source approved prior to use. PART 3 - EXECUTION 3.1 SOIL PREPARATION A. General: 1. Limit preparation to areas which will be planted soon after. 2. Provide facilities to protect and safeguard all persons on or about premises. 3. Verify location and existence of all underground utilities. a. Take necessary precaution to protect existing utilities from damage due to construction activity. b. Repair all damages to utility items at sole expense. B. Preparation for Lawn -Type Seeding: 1. Loosen surface to minimum depth of 4 IN. 2. Remove stones over 1 IN in any dimension and sticks, roots, rubbish, and other extraneous matter. 3. Prior to applying fertilizer, loosen areas to be seeded with a double disc or other suitable device if the soil has become hard or compacted. 4. Correct any surface irregularities in order to prevent pocket or low areas which will allow water to stand. 5. Distribute fertilizer uniformly over areas to be seeded: a. For lawn -type seeding: 30 LBS per 1000 SF. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SEEDING, SODDING AND LANDSCAPING 329200-2 1 1 i 1 t t t 1 6. Incorporate fertilizer into soil to a depth of at least 2 IN by disking, harrowing, or other approved methods. 7. Remove stones or other substances from surface which will interfere with turf development or subsequent mowing operations. 8. Grade lawn areas to a smooth, even surface with a loose, uniformly fine texture. a. Roll and rake, remove ridges and fill depressions, as required to meet finish grades. b. Limit fine grading to areas which can be planted soon after preparation. 9. Restore lawn areas to original, pre -construction condition if eroded or otherwise disturbed after fine grading and before planting. 3.2 INSTALLATION A. Lawn -Type Seeding: 1. Do not use seed which is wet, moldy, or otherwise damaged. 2. Employ satisfactory methods of sowing using mechanical power -driven drills or seeders, or mechanical hand seeders, or other approved equipment. 3. Distribute seed evenly over entire area at rate of application not less than 4 LBS (PLS) of seed per 1000 SF, 50 percent sown in one direction, remainder at right angles to first sowing. 4. Stop work when satisfactory results cannot be obtained because of drought, high winds excessive moisture, or other factors. a. Resume work only when favorable conditions develop. 5. Lightly rake seed into soil followed by light rolling or cultipacking. 6. Immediately protect seeded areas against erosion by mulching. a. Spread mulch in continuous blanket using 1-1/2 tons per acre to a depth of 4 or 5 straws. 7. Protect seeded slopes against erosion with erosion netting or other methods approved by Engineer. a. Protect seeded areas against traffic or other use by erecting barricades and placing warning signs. 8. Immediately following spreading mulch, anchor mulch using a rolling coulter or a wheatland land packer having wheels with V-shaped edges to force mulch into soil surface. 3.3 MAINTENANCE AND REPLACEMENT A. General: 1. Begin maintenance of planted areas immediately after each portion is planted and continue until final acceptance or for a specific time period as stated below, whichever is the longer. 2. Provide and maintain temporary piping, hoses, and watering equipment as required to convey water from water sources and to keep planted areas uniformly moist as required for proper growth. 3. Protection of new materials: a. Provide barricades, coverings or other types of protection necessary to prevent damage to existing improvements indicated to remain. b. Repair and pay for all damaged items. 4. Replace unacceptable materials with materials and methods identical to the original specifications unless otherwise approved by the Engineer. B. Seeded or Sodded Lawns: L Maintain seeded lawns: 45 days, minimum, after installation and review of entire project area to be planted. 2. Maintenance period begins at completion of planting or installation of entire area to be seeded. 3. Engineer will review seeded lawn area after installation for initial acceptance. 4. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading, and replanting as required to establish a smooth, uniform lawn, free of weeds and eroded or bare areas. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SEEDING, SODDING AND LANDSCAPING 329200-3 5. Lay out temporary lawn watering system and arrange watering schedule to avoid walking over muddy and newly seeded areas. a. Use equipment and water to prevent puddling and water erosion and displacement of seed or mulch. 6. Mow lawns as soon as there is enough top growth to cut with mower set at recommended 1 height for principal species planted. a. Repeat mowing as required to maintain height. b. Do not delay mowing until grass blades bend over and become matted. c. Do not mow when grass is wet. d. Time initial and subsequent mowings as required to maintain a height of 1-1/2 to 2 IN. e. Do not mow lower than 1-1/2 IN. 7. 1 Remulch with new mulch in areas where mulch has been disturbed by wind or maintenance operations sufficiently to nullify its purpose. a. Anchor as required to prevent displacement. 8. Unacceptable plantings are those areas that do not meet the quality of the specified material, produce the specified results, or were not installed to the specified methods. 9. Replant bare areas using same materials specified. 10. Engineer will review final acceptability of installed areas at end of maintenance period. 11. Maintain repaired areas until remainder of maintenance period or approved by Engineer, whichever is the longer period. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project SEEDING, SODDING AND LANDSCAPING 329200-4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i DIVISION 33 UTILITIES i This page left intentionally blank. i 1 1 1 1 SECTION 33 46 12 GEOTEXTILE CUSHION ' PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: This specification defines the performance requirements for design, manufacture, fabrication, installation, testing, and commissioning of a geotextile used for a cushion between an existing concrete reservoir and new geomembrane liner cover. B. Existing liner and cover design drawings are included with the Contract Documents for , background reference purposes. C. Geotextile design is the Contractor's sole responsibility. D. Related sections include but are not necessarily limited to: 1. Division 00 — Procurement and Contracting Requirements 2. Division 01 -General Requirements. 3. Section 03 0137 — Concrete Repair and Rehabilitation. 4. Section 03 0138 — Concrete Crack Repair. 5. Section 33 47 15 - Reinforced Membrane Liner and Cover for Potable Water. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Association of State Highway Transportation Officials (AASHTO): a. M288, Standard Specification for Geotextile Specification for Highway Applications. 2. ASTM International (ASTM): a. D792, Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement. b. D1238, Standard Test Method for Melt Flow Rates of Thermoplastics by Extrusion Plastometer. c. D1505, Standard Test Method for Density of Plastics by the Density -Gradient Technique. d. D 1777, Standard Test Method for Thickness of Textile Materials. e. D3776, Standard Test Methods for Mass per Unit Area (Weight) of Fabric. f. D3786, Standard Test Method for Bursting Strength of Textile Fabrics -Diaphragm Bursting Strength Tester Method. g. D4218, Standard Test Method for Determination of Carbon Black Content in Polyethylene Compounds by the Muffle -Furnace Technique. h. D4355, Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus. i. D4491, Standard Test Methods for Water Permeability of Geotextiles by Permittivity. j. D4533, Standard Test Method for Trapezoid Tearing Strength of Geotextiles. k. D4632, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles. 1. D4716, Standard Test Method for determining the (In -plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head. in. D4751, Standard Test Method for Determining Apparent Opening Size of a Geotextile. n. D4759, Standard Practice for Determining the Specification Conformance of Geosynthetics. o. D4833, Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products. p. D4873, Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples. q. D5199, Standard Test Method for Measuring the Nominal Thickness of Geosynthetics. r. D5261, Standard Test Method for Measuring Mass per Unit Area of Geotextiles. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-t S. D5321, Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method. I. D6241, Standard Test Method for Static Puncture Strength of Geotextiles and Geotextile-Related Products Using a 50 -mm Probe. u. D7005, Standard Test Method for Determining the Bond Strength (Ply Adhesion) of Geocomposites. v. D7179, Standard Test Method for Determining Geonet Breaking Force. B. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. C. Quality Assurance: 1. Manufacturer shall have in place a Manufacturer Quality Control (MQC) program to ensure compliance with material and workmanship specifications. 2. 1 Manufacturer shall have in place a Manufacturer Quality Assurance (MQA) program for impartial verification of compliance with material and workmanship specifications. 3. Fabricator shall have in place a project specific Fabrication Quality Control (FQC) program to maintain quality and conformance with project drawings and specifications. 4. Fabricator shall have in place a Fabricator Quality Assurance (FQA) program for impartial verification of compliance with material and workmanship specifications. 5. The Owner will conduct independent routine testing and observations to verify the product meets requirements of Project Drawings and Specifications. 6. Contractor/Installer shall have in place a project specific Construction Quality Control (CQC) program to maintain quality and conformance with project drawings and specifications. 7. Contractor/Installer shall have in place a Construction Quality Assurance (CQA) program for impartial verification of compliance with material and workmanship specifications. i a. Contractor('s) Quality Assurance Goals: 1) The basic goals of quality assurance shall be to ensure that the highest standards of i workmanship and performance are exercised in the execution of the work; that the work is in complete compliance with the contract documents; and to implement a quality assurance program that will: 2) Verify and document, through testing, that all geotextile materials are in accordance with the minimum stated specification requirements; 3) Verify and document that all materials adjacent to the geotextile materials are placed in accordance with the Specifications and in such a manner that the integrity of the geotextile installation is not compromised; 4) Verify and document, through monitoring, that all geotextile materials are installed in accordance with the specifications; 5) Record the results of Quality Assurance activities on the project in the form of a Final Report. b. Scope of Contractor's Quality Assurance Plan: 1) The Contractor shall thoroughly review and comprehend the project Drawings and Specifications prior to the development of the quality assurance plan. The Contractor's Quality Assurance Plan shall be mutually consistent with the Project Specifications, and the Contractor shall not substitute less stringent requirements for those specified. 2) The Contractor's Quality Assurance Plan shall state in writing how the following items shall be accomplished and shall include sample forms to be used to document each quality assurance activity. The major heading and subheadings list those tasks, as a minimum, which shall be included in the quality assurance plan. The Contractor shall include any additional pertinent information and topics as appropriate. a) Materials: (1) Monitor and document the unloading, handling, and on-site storage of fabricated geotextile rolls; 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-2 1 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-3 (2) Label, package, and ship test samples to independent testing laboratory for specification compliance testing. b) Heat Seaming: (1) Include a list of all equipment, with pertinent technical information, to be used for heat seaming. (2) Describe complete heat seaming procedures, including cleaning of material to be seamed, seaming, voltage and temperatures, and equipment dwell and pressure. (3) Indicate solvents, solutions and other chemicals to be used, in addition to or in conjunction with heat seaming. (4) Describe seaming procedures to be used at special locations, such as tee joints (where a factory or field seam is bonded to another layer) and where cap strips and patches are used on seams. (5) Indicate adverse weather or other conditions which would limit or halt seaming operations. (6) Describe measures to account for and compensate for temperature and/or humidity changes in ambient air or the geotextile material which may affect seam quality. (7) Describe equipment calibration frequency and procedures. c) Installation: (1) Evaluate and document the suitability of weather conditions to insure proper installation; (2) Monitor and document placement and condition of all geotextile rolls while being placed; (3) Monitor and document the proper installation of geotextile rolls in accordance with approved shop Drawings; (4) Monitor and document trial seaming procedure and test results to evaluate seaming personnel and equipment; (5) Devise seam identification numbering system unique to each seam such that the seam location, seaming crew, equipment used, date and time are properly documented for all seaming activities; (6) Perform overall visual observations of the entire geotextile surface to locate, document, and identify all damage and defects; (7) Monitor and record the repair of all damage and defects and all destructive testing. (8) Certification that installation means and methods meet all requirements of the manufacturer and fabricator. d) Seam (1) Samples: Monitor and document nondestructive testing of seams; (2) Select locations for destructive seam samples, if required; (3) Monitor and document the cutting of test samples and patching of holes created from test sample holes, if required; (4) Package, label and ship test samples to independent testing laboratory for specification compliance testing; (5) Interpret all laboratory test results on materials and seams for compliance with specifications; (6) Distribute laboratory test results, with interpretation, to the ENGINEER; (7) Monitor and document the repair of all rejected seams; (8) Monitor and document testing of repaired seams. c. Requirements: 1) Upon approval of the Contractor's Quality Assurance Plan, the Contractor shall implement and continuously monitor the Quality Assurance Plan, as stated above, through an active and on-going Quality Assurance Program. 2) The Engineer may continuously monitor the Contractor's approved Quality Assurance Program for compliance. 1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-3 3) The Contractor's assigned quality assurance personnel shall be completely independent from the on-site installation personnel, shall not be assigned any production (installation) responsibilities and shall report directly to an off-site senior management employee. The quality control personnel shall include at least one full time inspector. 4) The Quality Assurance Program shall include, but not necessarily be limited to, the following responsibilities on the part of the Contractor's quality assurance personnel: a) Review of all contract Drawings and specifications for clarity, completeness, and to acquire a thorough knowledge of project materials and construction procedure requirements; b) Review, revise as deemed necessary, and approve fabricator's Quality Assurance Plan; c) Continuing review of Contractor's Quality Assurance Plan for thoroughness, adequacy and feasibility; d) Use special job specific forms or logs for monitoring all activities involved with the Quality Assurance Plan; e) Maintain logs summarizing all daily activities; f) Interpret all laboratory test results on material and seams to ensure compliance with Specifications; g) Distribute laboratory test results, with interpretation as required, to the Engineer. D. Qualifications: 1. Each manufacturing and fabricating firm shall demonstrate 5 years continuous experience, including a minimum of 15 million SQ FT of geotextile production in the past 3 years. 2. The Fabricator (as defined below) shall have fabricated not less than 15 million SQ FT of geotextile material, into large prefabricated panels, using the same seaming equipment and procedures as specified for and would be used in the execution of this contract. Submit documentary evidence in support of experience for approval as a prerequisite to award the contract. 3. Design documents shall be prepared by a registered engineer in the State of Washington. Engineer shall be experienced and regularly engaged in the design of geotextiles of similar size and complexity. Engineer shall have been engaged in geotextile design for not less than 5 years, have experience with not less than 5 million SQ FT of similar geotextile used for cushioning, and been the Engineer of Record for not less than 10 similar projects. Experience requirements shall be of the individual who will be the Engineer of Record. An engineering firm's experience without the individual experience shall not qualify as applicable experience. 4. Contractor/Installer: a. Demonstrate that the site Superintendent or Foreman has had responsible charge for installation of a minimum of 1,000,000 SQ FT of geotextile. b. Certified by at least one (I ) of the named manufacturers in this Specification (not necessarily the manufacturer supplying materials for this Project). c. Certified by the Manufacturer or International Association of Geosynthetic Installers (IAGI) to install the Manufacturer's geomembrane. d. Provide list of references for Contractor installing geotextile. 1) Include name, address, and telephone number of person to contact regarding previous installation of geotextile and square footage of geotextile installed at each location. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-4 5. Inspectors: a. Demonstrate three (3) years continuous experience in similar geotextile materials installation. b. Be an employee of an authorized representative for the Manufacturer and shall remain on the project throughout the entire construction of the geotextile. 6. Independent Testing Laboratory shall demonstrate three (3) years of continuous experience in similar materials testing. E. Certifications: 1. Manufacturer's certification and other data substantiating that materials comply with the minimum requirement herein. 2. Manufacturer's evidence that materials are suitable for proposed service application. 3. Manufacturer's statement that material is UV resistant. 4. Contractor/Installer shall attend pre -installation conference if required by Owner. 1.3 DEFINITIONS A. Wherever the word "Manufacturer" occurs in these specifications, it shall mean the company, firm, or corporation, which actually manufactures the geotextile products required by the work as specified in these specifications. B. The word "Fabricator" shall mean the company, firm, or corporation which actually factory seams the geotextile into large, prefabricated panels in accordance with these specifications. C. The word "Contractor" or "Installer" shall mean the Contractor responsible for the installation of the reservoir geotextile, and for completion of the work as described in this specification. D. The word "Owner" shall mean the Owner of the reservoir on which this geotextile is being installed and the organization contracting for and paying for same. E. Inspector: 1. Inspectors are the individuals hired by the installer as part of the contractor/installer CQC. Inspectors are responsible for observing field installation of the geotextile materials and providing the Manufacturer, Fabricator, Installer and Owner with verbal and written documentation of the compliance of the installation with this specification and with written procedures manuals prepared by the Manufacturer or Contractor/Installer. F. Independent Testing Laboratory: 1. The firm hired by the Contractor/Installer as part of its CQC program to perform destructive testing of the geotextile. 2. Firm shall be acceptable to Engineer and Owner. G. Construction Quality Control (CQC): 1. Contractor's internal program to ensure compliance with the project drawings and specifications. H. Construction Quality Assurance (CQA): 1. Third party verification of quality tool employed by the Contractor for routine observations and testing to confirm product compliance with project drawings and specifications. 1. Fabricator Quality Control (FQC): 1. Fabricator internal program to ensure compliance with fabricator's material and workmanship specifications. J. Fabricator Quality Assurance (FQA): 1. Fabricator program for impartial verification of compliance with fabricator's material and workmanship specifications. K. Manufacturer Quality Control (MQC): 1. Manufacturer internal program to ensure compliance with manufacturer's material and workmanship specifications. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-5 L. Manufacturer Quality Assurance (MQA): 1. Manufacturer program for impartial verification of compliance with manufacturer's material and workmanship specifications. 1.4 SUBMITTALS A. Product Data including: 1. Manufacturer's specifications and general recommendations for geotextile cushion. 2. Acknowledgement that products submitted meet requirements of standards referenced. 3. Manufacturer's installation instructions including storage, placement, acceptable methods of repair, and other requirements. 4. Technical data concerning physical and chemical properties of the material. B. Shop Drawings: 1. See Standard General Conditions for the requirements for the mechanics and administration of the submittal process. 2. The geotextile cushion design is the Contractor's responsibility. The Engineer's shop drawing review and approval is limited to materials of construction, general compliance with the specifications and completeness of the design drawings for constructability purposes. a. The Design Drawings and Shop Drawings must at least match the level of detail shown in the existing reservoir cover design drawings in Appendix B. 3. Design documents sealed by a registered engineer in the State of Washington. 4. Fabrication and Installation Layout Drawings: a. Layout plan with proposed size, number, position, deployment direction, sequencing of geotextile cushion rolls, overlaps and field seams. b. Geotextile cushion anchorage details. c. Details of overlap and seaming connections and any other installation details. C. Certifications 1. Qualifications and certifications listed in Paragraph 1.2 of this Specification Section. 2. Certification that materials have been received and accepted in undamaged condition from the shipper. 3. Daily certification that the geotextile cushion material was installed in accordance with this Specification, with approved shop drawings, and per fabricator's requirements. 4. Daily certification that geotextile cushion seaming, fastening and overlaps were inspected, tested, and passed all inspections and testing. a. All test and inspection data shall be incorporate into this certification. 5. For needle punched geotextiles, the manufacturer shall certify that the geotextile has been continuously inspected using permanent on-line full -width metal detectors and does not contain any needles which could damage the geomembrane liner or cover. D. Informational Submittals: 1. See Standard General Conditions for the requirements for the mechanics and administration of the submittal process. 2. Safety Data Sheets (SDS) for solvents, caulks and other chemicals proposed to be used. 3. Warranties as specified in this section. 4. Qualification documentation as specified in this section. 5. Certification documentation as specified in this section. 6. Fabricator's Quality Assurance Program. 7. Contractor's Quality Assurance Program. 8. Testing Protocols: a. Geotextile travel testing demonstrating the', geotextile at all times during normal travel is in a relaxed state without stress and substantially without slack, folds and bridged areas. 9. Submit a written statement from the reinforcedlmembrane lining and cover manufacturer that the geotextile has been installed properly and is ready for the subsequent installation of the geomembrane liner and cover. 10. Test reports. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-6 1 1 L�', 1 i n t fl 1 0 IJ 1 t 1.5 11. Installation schedule. Schedule shall demonstrate that installed geotextile cushion is being adequately covered to prevent excessive UV exposure according to manufacturer's recommendations as included in manufacturer's quality assurance program during installation. 12. A list of ten completed facilities where the geotextile cushion is used including: a. Name and purpose of facility, its location and date of installation. b. Name of owner, project manager, design engineer, and installer. c. Geotextile cushion thickness and surface areas. d. Information on performance of the facility. E. Samples: 1. Samples: a. Two 300 mm (12 IN) square samples of geotextile material. Provide sample of field - applied fastening for the geotextile material. b. Certify that the factory joints conform to the Specifications. F. Operation and Maintenance Manuals: 1. Furnish two (2) paper copies of Manufacturer's or Installer's O & M manual describing operation and maintenance procedures including repair instructions. DELIVERY, STORAGE AND HANDLING A. See Section 01 65 50. B. Ship, label, handle, and store geotextiles in accordance with ASTM D4873, manufacturer's recommendations, and as specified herein. As a minimum, the geotextile shall be protected from UV exposure and elevated from the ground a minimum of 76.2 MM (3 IN). C. Wrap each roll of geotextile in an opaque and waterproof layer of plastic during shipment and storage. Do not remove the plastic wrapping until deployment. D. Label each roll of geotextile with the manufacturer's name, geotextile type, lot number, roll number, and roll dimensions (length, width, gross weight). E. Repair or replace, as directed by the Engineer, geotextile or plastic wrapping damaged as a result of storage or handling. F. Do not expose geotextile to temperatures in excess of 71 DegC (160 DegF) or below 0 DegC (32 DegF) unless recommended by the Manufacturer. G. Do not use hooks, tongs or other sharp instruments for handling the geotextile. H. Do not lift rolls by use of cables or chains in contact with the geotextile. L Do not drag geotextile along the ground or across any other surface. J. No mechanical equipment shall be driven directly on top of the geotextile. 1.6 MATERIAL WARRANTY A. The geotextile Manufacturer shall warrant the material, against manufacturing defect and material degradation (prorated basis) for a period of 30 years from the date of installation. The Manufacturer shall replace any material that fails from the above causes within the warranty period. The manufacturer shall furnish a written warranty covering the requirement of this paragraph. 1.7 GUARANTEE A. The Contractor shall guarantee the geotextile cushion against defects in installation and workmanship for the period of 2 years after completion and acceptance of the work. The guarantee shall include the services of qualified service technicians and all materials required for the repairs at no expense to the Owner. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-7 PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following Manufacturers are acceptable: 1. Layfield USA Corporation. 2. GSE Lining Technology, Inc. 3. Agru America, Inc. B. Manufacturer will allow the Engineer to visit the plant during the manufacture of the material, if desired. 2.2 MATERIALS AND MANUFACTURE A. Geotextile: 1. Nonwoven pervious sheet of polymeric material. 2. Geotextile fibers: a. Long -chain synthetic polymer composed of at least 85 percent by weight polyolefins, polyesters, or polyamides. b. Filaments resistant to deterioration by ultraviolet light, oxidation, and heat exposure. c. Do not as reclaimed or recycled fibers or polymer to the formulation. 3. Form geotextile into a network such that the filaments or yarns retain dimensional stability relative to each other, including the selvages. 4. The geotextile physical properties shall equal or exceed the minimum average roll values listed below. a. Values shown are for the weaker principal direction. b. Acceptance of geotextile shall be in accordance with ASTM D4759. c. AASHTO M288 Class 1 Geotextile, for use as cushion between existing concrete reservoir floor and new geomembrane liner and cover. i{. TEST MINIMUM AVERAGE aPROPERTY METHOD :- r.. n. _ ROLLsVALUE -, Mass per Unit Area ASTM D5261 16.0 OZ/Sy AOS ASTM D4751 N/A Permittivity ASTM D4491 N/A CBR Puncture Strength ASTM D6241 1,000 LB Grab Tensile ASTM D4632 315 LB Grab Elongation ASMT D4632 50% Trapezoidal Tear ASTM D4533 120 LB Ultraviolet Degradation % retained 500 HRS ASTM D4355 70% d. Thread: 1) High-strength polyester, nylon, or other approved thread type. 2) Equivalent chemical compatibility and ultraviolet light stability as the geotextile. 3) Contrasting color with the geotextile. B. Source Quality Control: 1. Interface Friction Tests: a. Test materials using ASTM D5321. 2. This material is part of a system. The system shall meet the requirements before the component material can be deemed acceptable.. 2.3 QUALITY CONTROL DOCUMENTATION A. Prior to installation commencement of any geotextile cushion material, the Contractor shall provide to the Owner the following information certified by the manufacturer for the delivered geotextile. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 334612-8 1 1 L' 1 1 L�_ 1 1 r� 1 L -1 u 1 1 1 1. Each geotextile roll delivered to the project site shall have the following identification information: a. Manufacturer's name. b. Product identification. c. Thickness. d. Roll number. e. Roll dimensions. 2. Quality control certificates, signed by the manufacturer's quality assurance manager. Each certificate shall have roll identification number, sampling procedures, frequency, and test results. At a minimum, the following test results shall be provided every 50,000 SF of manufactured geotextile in accordance with test requirements specified in this Section. a. Resin density. b. Resin melt index. c. Thickness. d. Carbon black content. e. Transmissivity. f Tensile strength. PART 3 - EXECUTION 31 EXAMINATION A. Prior to placement of the geotextile, clean the existing concrete substrate of all soil, rock, and other materials which could damage the geotextile. B. The geotextile shall be placed only on substrate that has been approved by the geotextile Contractor/Installer and accepted by the CQA Consultant. 3.2 INSTALLATION A. Install geotextile cushion in accordance with manufacturer's written recommendations. 1: Install in the direction of the slope and per manufacturer's written instructions. 2. Use full length roll at top of slopes. 3. Each component of the geotestile shall be secured or seamed to the like component at overlaps. B. Do not damage geotextile during deployment. Replace or repair faulty or damaged geotextile as directed by Engineer per the Manufacturer's recommendation. C. Unroll secured geotextile downslope keeping in slight tension to minimize wrinkles and folds. D. Maintain free of dirt, mud, or any other foreign materials at all times during construction. Clean or replace rolls which are contaminated. E. Place adequate ballast to prevent uplift by wind. F. Adjacent edges of the geotextile along the length of the geotextile roll shall over -lap by a minimum of 12 IN. Sew or hot wedge weld all geotextile rolls per the Manufacturer's recommendation. G. Adjoining geotextile rolls shall be shingled down in the direction of the slope, with the upper geotextile roll overlapping the lower geotextile role by a minimum of 12 IN across the roll width. Sew or hot wedge weld all adjacent geotextile rolls per the Manufacturer's recommendation. 1. Use manufacturer's fasteners, plastic fasteners, or polymer braid to join adjacent rolls. Metallic fasteners will not be allowed. Use fasteners of contrasting color from the geotextile to facilitate visual inspection. H. Seam Construction: 1. Perform seam construction per Manufacturer's recommendation. 2. Do not weld geotextile to geomembrane liner and cover. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEo'rEXTILE CUSHION 334612-9 Repair holes or tears in the geotextile according to manufacturer's written instructions. 1. Place a patch of geotextile extending a minimum of 2 FT beyond the edges of the hole or tear. Use approved geotextile fasteners, spaced every 6 IN around the patch, to fasten the patch to the original roll. Fasten the geotextile fabric continuously using a sewn seam or other approved method. 2. Align machine direction of the patch with the machine direction of the geotextile being repaired. 3. All repairs and patches shall be approved by the Engineer. J. Penetration details shall be as recommended by the Manufacturer. K. Geotextile shall only be cut using scissors or J -hook blades or as recommended by the Manufacturer. Care shall be taken not to leave tools on the geotextile. L. All geotextile shall be covered within the manufacturer's recommended UV exposure limit. Contractor shall provide a temporary cover if specified cover material will not be placed within the manufacturer's recommended exposure limit. M. Geotextile shall be anchored as recommended by the Manufacturer and as shown on the approved Shop Drawings. N. A 12 IN wide strip of geotextile shall be sewn or hot -wedge welded across all end seams. O. Horizontal seams on 4 to 1 or greater slopes shall not be allowed unless it is demonstrated to the Engineer that it is absolutely necessary. 3.3 FIELD QUALITY CONTROL A. Provide as -constructed drawing showing roll number; layout; joint locations; and repair and patch locations. B. Inspector shall not be a part of the installation program and shall not serve as a substitute for performing the duties or certification required of the Fabricator and Installer. 1. Inspectors' responsibilities include, but are not limited to: a. Inspection of the material and the handling and field installation of the geotextile. 1) Inspection of layout and all seaming, fastening, repairs and quality control test results. b. All exceptions to material or installation shall be documented and furnished to the Engineer in writing within 48 HRS of discovery. C. Installer to thoroughly inspect entire surface of installed geotextile. D. All geotextile, at the discretion of the Engineer, be sampled and tested for conformance with material specifications. Non -conforming geotextile that has been left uncovered shall be removed and replaced at no additional cost to the Owner. E. Damage to the geotextile cushion mater occurring during the placement of the overlaying liner shall be repaired immediately at no additional expense to the Owner. END OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project GEOTEXTILE CUSHION 3346 12- 10 1 1 1 1 1 1 1 u 1 1 I� IL i SECTION 33 47 15 REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. This Specification defines the performance requirements for design, manufacture, fabrication, installation, testing and commissioning of a potable water reservoir floating cover, baffle, and liner. 2. Existing liner and cover design Drawings are included to the contract documents for background reference purposes. See the appendix to these specifications. 3. Cover design is the supplier's solely responsibility. B. Related Specification Sections include but are not necessarily limited to: 1. Division 00 - Procurement and Contracting Requirements. 2. Division 01 - General Requirements. 3. Section 03 01 37 - Concrete Repair and Rehabilitation. 4. Section 03 01 38 – Concrete Crack Repair. 5. Section 05 50 00 – Metal Fabrications. 6. Section 33 46 12 – Geotextile Cushion. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. ASTM International (ASTM): a. D413, Standard Test Methods for Rubber Property—Adhesion to Flexible Substrate. b. D751, Standard Test Method for Coated Fabrics. c. D1149, Standard Test Methods for Rubber Deterioration - Cracking in an Ozone Controlled Environment. d. D2136, Standard Test Method for Coated Fabrics - Low -Temperature Bend Test. e. D4873, Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples. 2. American Water Work Association (AWWA): a. C652, Disinfection of Water Storage Facilities. b. D130, Geomembrane Materials for Potable Water Applications. c. M25, Flexible -Membrane Covers and Linings for Potable -Water Reservoirs, Third Edition. 3. National Sanitation Foundation (NSF): a. 61, Drinking Water System Components -Health Effects. B. Quality Assurance: 1. Manufacturer shall have in place a Manufacturer Quality Control (MQC) program to ensure compliance with material and workmanship specifications. 2. Manufacturer shall have in place a Manufacturer Quality Assurance (MQA) program for impartial verification of compliance with material and workmanship specifications. 3. Fabricator shall have in place a project specific Fabrication Quality Control (FQC) program to maintain quality and conformance with project drawings and specifications. 4. Fabricator shall have in place a Fabricator Quality Assurance (FQA) program for impartial verification of compliance with material and workmanship specifications. 5. The Owner will conduct independent routine testing and observations to verify the product meets requirements of Project Drawings and Specifications. 6. Contractor/Installer shall have in place a project specific Construction Quality Control (CQC) program to maintain quality and conformance with project drawings and specifications. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 1 Contractor/Installer shall have in place a Construction Quality Assurance (CQA) program for impartial verification of compliance with material and workmanship specifications. a. Contractor('s) Quality Assurance Goals: 1) The basic goals of quality assurance shall be to ensure that the highest standards of workmanship and performance are exercised in the execution of the work; that the work is in complete compliance with the contract documents; and to implement a quality assurance program that will: a) Verify and document, through testing, that all liner and floating cover materials are in accordance with the minimum stated specification requirements; b) Verify and document that all materials adjacent to the liner and floating cover materials are placed in accordance with the Specifications, approved shop drawings, and in such a manner that the integrity of the liner and floating cover installation is not compromised; c) Verify and document, through monitoring, that all liner and floating cover materials are installed in accordance with the specifications and approved shop drawings; d) Record the results of Quality Assurance activities on the project in the form of a Final Report. b. Scope of Contractor's Quality Assurance Plan: 1) The Contractor shall thoroughly review and comprehend the contract documents, including the reference drawings in Appendix B. prior to the development of the quality assurance plan. The Contractor's Quality Assurance Plan shall be mutually consistent with the Project Specifications, and the Contractor shall not substitute less stringent requirements for those specified. 2) The Contractor's Quality Assurance Plan shall state in writing how the following items shall be accomplished and shall include sample forms to be used to document each quality assurance activity. The major heading and subheadings list those tasks, as a minimum, which shall be included in the quality assurance plan. The Contractor shall include any additional pertinent information and topics as appropriate. a) Materials: (1) Monitor and document the unloading, handling, and on-site storage of fabricated geomembrane panels; (2) Label, package, and ship test samples to independent testing laboratory for specification compliance testing. b) Heat Seaming: (1) Include a list of all equipment, with pertinent technical information, to be used for heat seaming. (2) Describe complete heat seaming procedures, including cleaning of material to be seamed, seaming, voltage and temperatures, and equipment dwell and pressure. (3) Indicate solvents, solutions and other chemicals to be used, in addition to or in conjunction with heat seaming. (4) Describe seaming procedures to be used at special locations, such as tee joints (where a factory or field seam is bonded to another layer) and where cap strips and patches are used on seams. (5) Indicate adverse weather or other conditions which would limit or halt seaming operations. (6) Describe measures to account for and compensate for temperature and/or humidity changes in ambient air or the membrane material which may affect seam quality. (7) Describe equipment calibration frequency and procedures. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 334715-2 c) Installation: (1) Evaluate and document the suitability of weather conditions to insure proper installation; (2) Monitor and document placement and condition of all geomembrane panels while being placed; (3) Monitor and document the proper installation of geomembrane panels in accordance with approved shop Drawings; (4) Monitor and document trial seaming procedure and test results to evaluate seaming personnel and equipment; (5) Devise seam identification numbering system unique to each seam such that the seam location, seaming crew, equipment used, date and time are properly documented for all seaming activities; (6) Perform overall visual observations of the entire geomembrane surface to locate, document, and identify all damage and defects; (7) Monitor and record the repair of all damage and defects and all destructive testing. (8) Certification that installation means and methods meet all requirements of the manufacturer and fabricator. d) Seam Samples: (1) Monitor and document nondestructive testing of seams; (2) Select locations for destructive seam samples, if required; (3) Monitor and document the cutting of test samples and patching of holes created from test sample holes, if required; (4) Package, label and ship test samples to independent testing laboratory for specification compliance testing; (5) Interpret all laboratory test results on materials and seams for compliance with specifications; (6) Distribute laboratory test results, with interpretation, to the ENGINEER; (7) Monitor and document the repair of all rejected seams; (8) Monitor and document testing of repaired seams. c. Requirements: 1) Upon approval of the Contractor's Quality Assurance Plan, the Contractor shall implement and continuously monitor the Quality Assurance Plan, as stated above, through an active and on-going Quality Assurance Program. 2) The Engineer may continuously monitor the Contractor's approved Quality Assurance Program for compliance. 3) The Contractor's assigned quality assurance personnel shall be completely independent from the on-site installation personnel, shall not be assigned any production (installation) responsibilities and shall report directly to an off-site senior management employee. 4) The Quality Assurance Program shall include, but not necessarily be limited to, the following responsibilities on the part of the Contractor's quality assurance personnel: a) Review of all contract Drawings and specifications for clarity, completeness, and to acquire a thorough knowledge of project materials and construction procedure requirements; b) Review, revise as deemed necessary, and approve fabricator's Quality Assurance Plan; c) Continuing review of Contractor's Quality Assurance Plan for thoroughness, adequacy and feasibility; d) Use special job specific forms or logs for monitoring all activities involved with the Quality Assurance Plan; e) Maintain logs summarizing all daily activities; f) Interpret all laboratory test results on material and seams to ensure compliance with Specifications; 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -3 1 g) Distribute laboratory test results, with interpretation as required, to the Engineer. C. Qualifications: 1. i The Contractor shall have demonstrated their ability to do the work by having previously satisfactorily completed at least ten design and construct "turn -key" projects and a minimum of l5'million SQ FT utilizing floating covers of similar scope and complexity with reinforced geomembrane materials. Document such prerequisite experience with respect to the following aspects of the project: a. Project Management of the contract. b. Reservoir Cover Design and Specifications. c. Field Installation Operations. 2. The Fabricator (as defined below) shall have fabricated not less than 15 million SQ FT of floating cover material, into large prefabricated panels, using the same seaming equipment and procedures as specified for and would be used in the execution of this contract. Submit documentary evidence in support of experience for approval as a prerequisite to award the contract. 3. 1 Design documents shall be prepared by a registered engineer in the State of Washington. Engineer shall be experienced and regularly engaged in the design of geomembrane liner and floating covers of similar size and complexity. Engineer shall have been engaged in liner and floating cover design for not less than 5 years, have experience with not less than I million SQ FT of similar liners and floating cover projects, and been the Engineer of Record for not less than 10 similar projects. Experience requirements shall be of the f individual who will be the Engineer of Record. An engineering firm's experience without I the individual experience shall not qualify as applicable experience. 4. Contractor experience: a. Trained and certified by at least one (1) of the named manufacturers in this Specification (not necessarily the manufacturer supplying materials for this Project). b. Certified by the Manufacturer or International Association of Goesynthetics Installers (IAGI) to install the Manufacturer's geomembrane. c. Provide list of references for Contractor installing liner and cover. 1) Include name, address, and telephone number of person to contact regarding previous installation of liners and square footage of lining installed at each location. 5. Inspectors: a. Provide at least one (1), full-time, on-site. b. Demonstrate three (3) years continuous experience in similar geosynthetic materials installation. c. Be an employee of an authorized representative for the Manufacturer and shall remain on the project throughout the entire construction of the liner and cover. 6. Independent Testing Laboratory shall demonstrate three (3) years of continuous experience in similar geosynthetic materials testing. 1.3 DEFINITIONS A. Wherever the word "Manufacturer" occurs in these specifications, it shall mean the company, firm, or corporation, which actually manufactures the flexible membrane products required by the work as specified in these specifications. B. The word "Fabricator" shall mean the company, firm, or corporation which actually factory seams the cover and liner membrane into large, prefabricated panels in accordance with these specifications. C. The word "Contractor" or "Installer" shall mean the Contractor responsible for the installation of the ;reservoir cover, liner and ancillary equipment, and for completion of the work as described in this specification. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 334715-4 1 1 1 1 1 1 i 1 D. The word "Owner" shall mean "tlie Owner of the reservoir on which this floating cover and liner is being installed and the organization contracting for and paying for same. E. The word "commissioning" (the cover and liner) shall mean that time that the Contractor completes construction and testing of the cover and liner in accordance with the specifications and states the covered reservoir is ready for service. Reservoir disinfection shall be performed by Contractor. F. Inspector: 1. Inspectors are the individuals hired by the installer as part of the contractor/installer CQC. Inspectors are responsible for observing field installation of the geosynthetic materials and providing the Manufacturer, Fabricator, Installer and Owner with verbal and written documentation of the compliance of the installation with this specification and with written procedures manuals prepared by the Manufacturer or Contractor/Installer. G. Independent Testing Laboratory: 1. The firm hired by the Contractor/Installer as part of its CQC program to perform destructive testing of the geomembrane. 2. Firm shall be acceptable to Engineer and Owner. H. Construction Quality Control (CQC): 1. Contractor's inside program to ensure compliance with the project drawings and specifications. I. Construction Quality Assurance (CQA): 1. Third party verification of quality tool employed by the Contractor for routine observations and testing to confirm product compliance with project drawings and specifications. J. Fabricator Quality Control (FQC): 1. Fabricator internal program to ensure compliance with fabricator's material and workmanship specifications. K. Fabricator Quality Assurance (FQA): 1. Fabricator program for impartial verification of compliance with fabricator's material and workmanship specifications. L. Manufacturer Quality Control (MQC): 1. Manufacturer internal program to ensure compliance with manufacturer's material and workmanship specifications. M. Manufacturer Quality Assurance (MQA): 1. Manufacturer program for impartial verification of compliance with manufacturer's material and workmanship specifications. 1.4 SUBMITTALS 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -5 A. Product Data: 1. Acknowledgement that products submitted meet requirements of standards referenced. 2. Manufacturer's installation instructions including storage, placement, acceptable methods of repair, acceptable methods of disinfection, and other requirements. B. Technical data concerning physical and chemical properties of the material.Shop Drawings: I . See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. The liner and cover design is the Contractor's responsibility. The Engineer's shop drawing a review and approval is limited to materials of construction, general compliance with the specifications and completeness of the design drawings for constructability purposes. a. The Design Drawings and Shop Drawings must at least match the level of detail shown in the existing liner and cover design drawings in Appendix B. 3. Design documents sealed by a registered engineer in the State of Washington. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -5 i 4. ! Fabrication and Installation layout drawings: a. Submit shop drawings, showing liner and cover panel sheet layout with proposed size, number, position, and sequence of placing of all factory -fabricated sheets and indicating the location of all field joints and the direction of shop joints on each sheet. b. Layout of floating storm water collection trenches. c. Location of access hatches, cover vents, and floating sump pumps. d. Layout of floating walkway access to sump pumps. e. Layout of sump pump discharge piping, power and control cable. 5. Shop drawings shall also show complete details and/or methods for installation of all liner and cover components and accessories included but not necessarily limited to: ` a. Fabrication of factory seams and field seams and seaming procedures. b. Anchoring of liner and floating cover. c. Seals at pipe penetrations and around structures included but not limited to inlet cage, j outlet cage, drain pipe, overflow structure, stairs, parapet wall, and any other existing structures. d. Floating storm water collection system. e. Access hatches, vents, floating sump and floating access to sump pumps, including liner sealing and joining at these elements. f. Fabricated miscellaneous liner and cover metal accessories. 6. Submit calculations supporting design of floating cover storm water collection and removal system including: a. Buoyance calculations b. Sand tube weight calculations c. Floats sizing calculations d. Trench length calculations and calculations of spacing between pair floats (both on the side slopes and on the reservoir bottom) demonstrating the cover is not under stress and without slack as the cover travel with the changing water levels in the reservoir. e. Wind uplift calculations. C. Certifications: 1. Provide independent lab certification that liner meets membrane performance criteria specified herein. a. Include factory seam strength certification. 2. Certification from the manufacturer that all material in contact with potable water is in accordance with the requirements of NSF 61 and any regulatory agency having jurisdiction over potable water storage. 3. Utilize certification forms from this section for certifications below: a. Certification that materials have been received and accepted in undamaged condition from the shipper. j b. Daily certification that subgrade has been properly prepared and acceptable for the placement of the geomembrane. c. Daily certification that the geomembrane liner was installed in accordance with this Specifications, with approved shop drawings, and per fabricator's requirements. d. Daily certification that geomembrane joints were inspected, tested for strength and continuity, and passed all inspections and testing. 1) All test and inspection data shall be incorporated into this certification. D. Informational Submittals: 1. See Standard General Conditions for requirements for the mechanics and administration of the submittal process. 2. ; Operation and maintenance manuals, two (2) paper copies and one electronic copy for each of the .following: a. Floating cover. i b. Rainwater pumps. j c. Hatches. 3. Safety Data Sheets (SDS) for solvents, caulks and other chemicals proposed to be used. 10027142 City of Bremerton IReservoir 4 Cover Replacement Project I REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 334715-6 1 r 1 1 1 1 B 1 E 1 1 1 L� 1 Fil J 1 I; u 4. Qualifications as listed in &h s"§specification. 5. Fabricator's Quality Assurance Program. 6. Contractor's Quality Assurance Program. 7. Submit calculations supporting the sizing of the sump pumps. 8. Contractor's quality assurance final report at completion of the liner and floating cover installation and acceptance of all work by the Owner. 9. Testing Protocols: a. Submit testing plan for all testing specified including integrity of the installed system. b. Cover travel testing demonstrating the cover at all times during normal cover travel is in a relaxed state without stress and substantially without slack, folds and bridged areas. c. Storm water removal testing. d. Liner leak detection testing. 10. Warranties as specified in this section. 11. Submit a written statement from the reinforced membrane lining and cover manufacturer that the liner has been installed properly and is ready for use by the Owner. 12. Test reports. 13. Resume and any certifications of full-time inspector described in 1.2 C.5. 1.5 DELIVERY, STORAGE, AND HANDLING A. Unused or stockpiled geomembrane shall be stored in accordance with the manufacturer's recommendations and ASTM D4873. B. Geomembrane: 1. Handle and store geomembrane in accordance with the manufacturer's recommendations and ASTM D4873. 2. Label each roll with the manufacturers name, type, lot number, roll number, and roll dimensions (length, width, gross weight). a. Repair or replace geomembrane or plastic wrapping damaged as a result of storage or handling, as directed. b. Do not expose geomembrane to temperatures in excess of 71 DegC (160 DegF) and below 0 DegC (32 DegF). 3. Do not use hooks, tongs or other sharp instruments to handle the geomembrane. a. Do not lift rolls by use of cables or chains in contact with the geomembrane. b. Do not drag geomembrane along the ground and ensure the ground is free of abrasive or sharp materials or provide a geotextile rub sheet, prior to placing on ground. 1.6 GUARANTEE A. Fabricator and Contractor shall guarantee the entire work under the contract to be free of defects in materials and workmanship at time of completion and commissioning of the cover and liner. The Owner shall have a period of 2 years following the date of commissioning of the cover and liner to discover and report any such defects. The Contractor shall agree to make, or have made, at the Contractor's expense, any repairs or replacements made necessary by defects in materials or workmanship which become evident within said period. Contractor shall make repairs or replacements promptly upon receipt of written notice from the Owner. B. Upon commissioning of the floating cover and liner, a written material weathering guarantee from the Manufacturer of the cover and liner material shall be submitted. The membrane material shall be guaranteed in writing by the membrane Manufacturer on a pro rata basis for a period of 30 years against functional membrane deterioration failure due to exposure to normal levels of chlorine in drinking water (less than 4.0 mg/L), chlorine used in disinfection of the structure, and exposure to ozone, ultraviolet radiation, or other normal weather aging; the first 15 years non -prorated, the second 15 years prorated. Vandalism, physical or chemical abuse, acts of animals, or earthquakes and other unusual acts of Nature are excluded. The guarantee shall be limited to replacement of material only. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -7 1.7 INSTALLATION FOLLOW-UP WARRANTY INSPECTION A. 12 'and 23 months after completion and acceptance of the work, Contractor shall return to the site forithe purpose of jointly inspecting the work with the Owner. All items needing adjustment or repair shall then be noted and shall be immediately corrected by the Contractor. 1. 1 Owner will contract with divers for inspection. 2. 1 Contractor will hire divers for any needed repairs. i PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS AND SUPPLIERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Chlorosulfonated polyethylene (CSPE) membrane manufacturers and fabricating suppliers: a. Layfield USA Corporation (manufacturer and fabricator) b. J.P.Stevens (manufacturer). c. Polycorp (manufacturer). d. Burke Rubber Company (manufacturer and fabricator). I e. Watersaver (fabricator). f. Staff Industries (fabricator). 2. Geotextile fabrics: a. See specification Section 33 46 12, Geotextile Cushion, for material to be placed j beneath liner. I 2.2 MATERIALS AND MANUFACTURE A. Mahufactured materials supplied under these specifications shall be new, first quality products designed and manufactured specifically for reservoirs containing treated drinking water and shall have been approved for use in drinking water facilities and shall have been satisfactorily demonstrated by prior use to be suitable and durable for such use. NSF 61 approval is required in the United States to satisfy this standard. B. Synthetic Rubber Membrane Material: 1. The liner and floating cover material shall be CSPE, 45 mil, 3 -ply, potable grade geomembrane material with top ply color to be determined at the time of submittal from full range of colors available. 2. Zinc compounds of any kind, including zinc oxide, zinc stearate, and zinc dusting agents, are prohibited. Dusting agents of any kind are prohibited on the finished product. Fillers and necessary processing aids can be whatever is deemed proper to facilitate processing the compound. The finished compound shall be the color specified for the top, exposed ply; the I bottom plies shall be of color selected by Owner from full range of colors available. The finished Geomembrane shall be certified in writing by the Manufacturer to be CSPE j Geomembrane with the following property values: Typical Property, Test Nethod ` TestVaI'd es a4 Thickness ASTM D751 45 mil (nominal) 41 mil (minimum) Tensile Strength ASTM D751 250 LBS Elongation ASTM D751 60 percent Ozone Resistance ASTM D1149 No Effect Hydrostatic Resistance ASTM D751 350 psi Tear Strength ASTM D751 80 LBS Low Temperature ASTM D2136 -40 DegF 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -8 1 1 1 1 1 1 Eli 1 t 1 1 flll fl, fl'i ill B I� LI 1 1 Typical Property - " . ° Tesf Method Test Values Seam Strengths: Heat Bonded Seam Strength ASTM D751 225 LBS Heat Bonded Peel Adhesion ASTM D143 21 LBS and Film Tear Bond 8 C. Adhesives: 1. All seaming and sealing adhesives shall be of a type or types recommended by the Manufacturer of the fabric reinforced CSPE for use with its material and shall be delivered in original sealed containers each with an indelible label bearing the brand name, Manufacturer's name, date of manufacture, and complete directions as to proper storage, 8 use, and application of adhesives. All seaming adhesives shall be the same color as the top ply of the CSPE material being seamed. Seaming, splicing, sealing and patching adhesive shall be a "compound filled adhesive" which is a high -solids (nominally 15 percent) solution a of the same compound used in the parent sheet in a solvent approved for use in potable water applications. This adhesive shall be used for all specifically designated factory and all field CSPE -to-CSPE bonds. This adhesive is also referred to as a "solvent welding solution". D. Pre -wash Solvent: 1. Solvent for pre-washing/cleaning surfaces for field seams and other similar uses shall be as recommended by the Manufacturer of the fabric -reinforced CSPE and suitable for use with potable water -grade CSPE. Unless otherwise specified, xylene is specified for this use. E. Floats: 8 1. The floats attached to the floating cover shall be flexi-rigid closed -cell polyethylene foam weighing approximately 2.2 LBS/CU FT; the floats shall be made of Dow ETHAFOAM or equal. F. Anchor Bars: 1. Contractor shall field measure and create a template or bar schedule where anchors are reused. 2. Above Water: Anchor bars shall be 1/4 IN x 2 IN stainless steel type 304 or better with pre - punched, elongated slots 12 IN, nominally, on center. ' 3. Below Water: Anchor bar shall be 3/8 IN x 2 IN stainless steel type 316 pre -punched with elongated slots nominally 6 IN OC. 4. See also Section 05 50 00, Metal Fabrications for additional requirements. G. Anchor Bolts: 1. Anchor bolts shall be anchored into concrete using Hilti Hit- HY-200. Anchor bolts are 1/2 IN DIA with 4-1/2 IN minimum embedment length above water or 6 IN minimum embedment length below water. Anchor bolts, nuts, and washers shall be Type 316 stainless steel below water and type 304 stainless steel above water. H. Submersible Pump: 1. Number: a. Minimum of two (2). b. Provide additional pumps as necessary based on cover configuration and fold locations. Pumps shall be located such that there is a clear path for drainage from any point on the cover to a sump. c. If additional pumps are going to be provided, this may require electrical modifications at the electrical panel. 2. Capacity: a. Designed to remove rainwater of a 25 -year, 24-hour storm event at the rate of rainfall collection which is estimated to be 73 gpm for the entire surface of the reservoir. b. Pumps to be sized based on ratio of area drained by each pump. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 334715-9 1 L. Sand -Filled Weight Tubes: 1. Sand filled CSPE tubes made of the same material as the float encasement flexible membrane shall be filled with sand having 100 percent passing a No. 8 screen. 2. Tubes shall be laced in place with laces passing through the tube material. 3. After installation, they shall be punctured with a sharp pointed probe not less than 1 FT on center, to allow contained sand to become saturated in use. M. Geotextile fabric: 1. 'See specification Section 33 46 12, Geotextile Cushion, for material to be placed under a liner. 2.3 FACTORY FABRICATION A. Produce geomembrane sheet which complies with this Specification Section. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 10 3. Lifting Devices: Type 316 stainless steel lifting cable with stainless steel handle. 4. Materials a. Pump, motor, casing, volute: cast iron, ASTM A-48, Class 30. b. Impeller: cast iron, ASTM A-48, Class 30, statically and dynamically balanced. c. Pump shaft: AISI Type 420 stainless steel. d. Bolts, nuts, washers: Type 316 stainless steel. e. Mechanical seals: tungsten carbide or silicon carbide and carbon rings with stainless steel springs. 5. Acceptable manufacturers: a. Flygt. b. KSB. c. ABS. 6. d. Hydromatic. Spare Parts a. One set of mechanical shaft seals for each pump. b. One set of bearings for each pump and motor. c. Three sets of O -rings and gaskets for each pump. I. Pump Cords: 1. The sump pump motor, liquid level sensors, and the controller shall be interconnected with heavy duty service cord or cords, moisture resistant, Type S, So, SOW, or an approved equal. 2. The motor current carrying wires shall be copper conductors in common cable or separate cables. 3. The cable or cables shall be full length cords without splices and shall have strain reliefs at both ends of the cable or cables. 4. The cable or cables shall be strapped for mechanical connection to the pump discharge hose 5. at maximum of 5 FT intervals. Route along a floating walkway in the most direct line to the existing junction box. 6. Design shall include provisions to accommodate natural movement of the cover. J. Check Valve: 1. The check valve located within the pump sumps shall be full -flow PVC check with a positive seal Buna-N gasket. K. Flexible Discharge Hose: 1. The flexible hose for discharging water from the submersible pumps to the existing drain pipe shall be a 2 IN DIA synthetic rubber hose reinforced with synthetic textile yarn. 2. The flexible hose shall have a working pressure of 50 psi minimum. 3. 'Ends of hoses shall be supplied with lugpin, male-female glass filled nylon hose couplings. 4. ;A quick disconnect coupling shall be provided at each end of discharge hose. 5. Design shall include provisions to accommodate natural movement of the cover. L. Sand -Filled Weight Tubes: 1. Sand filled CSPE tubes made of the same material as the float encasement flexible membrane shall be filled with sand having 100 percent passing a No. 8 screen. 2. Tubes shall be laced in place with laces passing through the tube material. 3. After installation, they shall be punctured with a sharp pointed probe not less than 1 FT on center, to allow contained sand to become saturated in use. M. Geotextile fabric: 1. 'See specification Section 33 46 12, Geotextile Cushion, for material to be placed under a liner. 2.3 FACTORY FABRICATION A. Produce geomembrane sheet which complies with this Specification Section. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 10 e B. Maximize the length and width'offabric sheets to`yeld the minimum number and length of field seams. All proposed seams, factory and field applied, shall be identified within submittal. C. Individual calendared strip widths of fabric -reinforced CSPE shall be factory -fabricated into large panels by an experienced Fabricator customarily engaged in such work. Factory seams shall be made substantially by wedge welding or hot air welding, shall have a 3 IN minimum e overlap and shall have a minimum of 2-1/2 IN scrim -over -scrim lap fully bonded. Factory seams shall be bonded across the entire lapped area, including the top and bottom encapsulated edge, so that no loose edge is present on the top or bottom side of the fabricated sheet. D. A maximum average frequency of one factory patch per 500 SQ FT will be allowed per panel. 8 In addition, the finding of five or more factory patches in an area of 500 SQ FT may be cause for rejection of the panel, independent of the average value for the entire panel. E. Stagger factory seams to ensure that no more than 3 layers of geomembrane material meet at a 8 joint. Where 3 layers of geomembrane material occur at a "T" joint (factory rollstock splices), care shall be taken to seal the small leak path that would otherwise occur along the edge of the 8 middle layer. The area shall be solvent wiped and sealed with a high -solids adhesive and then covered with a 45 -mil reinforced CSPE patch. The center of the patch shall be placed at the intersection of the edges of the top and middle layers of the geomembrane. F. Calendar strip splice bonds, 3 IN minimum in width, and patch bonds shall be made with a solvent wash and the CSPE based "compound filled adhesive" or heat/pressure welding as prescribed or approved by the Manufacturer. G. All exposed fabric edges shall be sealed with a "flood" coat of "compound filled adhesive" along the edge. H. All shop seaming shall be done on level, firm and clean surfaces. Where "fish -mouths" occur, they will be repaired by cutting and seaming with an overlap patch; the specified minimum seam 8overlaps will be required. 1. All patches shall be cut from flat, unwrinkled, fresh material, and shall be free from defects, field or factory seams. They shall have rounded corners, 1 IN minimum in radius, and extend a minimum of 3 IN in all directions beyond the limits of any` flaw. Minor surface imperfections may be patched with 3 IN DIA patches. J. All splice and patch seams shall be made such that the adhesive bond extends fully to the top 8edge of the sheet so that no loose edges are present on the top side of the sheet or patch. K. All sheets and seams shall be visually inspected during fabrication for compliance with the foregoing and all indicated repairs shall be made by the floating cover Fabricator before the panels are packaged for shipment. L. In addition to the visual inspection, all seams shall be air lance tested using an air nozzle directed on the seam upper edge and surface to detect loose edges, riffles indicating un -bonded areas within the seam, or other undesirable seam conditions. Use 60 psi - 80 psi continuous supply (as measured at the end of the supply hose) through a 1/16 IN to 3/16 IN nozzle held not more than 1-1/2 IN from the exposed top edge of the seam and performed as soon as judged practical by the Fabricator. If any unacceptable seam is detected by the Owner, all seams shall be air lance tested in the field in such a manner as to allow the Owner sufficient time to mark and record any suspicious areas. These areas are to be repaired using the Manufacturer's recommended repair methods. M. Factory -fabricated panels shall be fabricated such that the materials are rolled without folds. Do not use accordion folded panels. Panel roll widths shall be not less than nominal 25 FT, equivalent to 5 manufacturer's standard 61 IN roll stock material widths. N. Each rolled -up factory -fabricated panel shall be given prominent and unique identifying markings indicating the proper panel identification as specified on the shop drawings and proper direction of unrolling and unfolding to facilitate layout and positioning in the field. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 - 11 O. Each panel shall be rolled onto cardboard core and completely covered with geotextile and opaque heat shrink wrap. Packaging material shall have prominently displayed the identical markings as the sheet within, and shall also show date of shipment. Until needed, packaged factory fabricated panels shall be stored in original unopened packaging, off the ground, in a dry area and completely protected/shielded from the direct rays of the sun. If the panels are left in the containers in which they were shipped, then those containers shall be completely shielded from the direct rays of the sun. If outdoors, they shall be protected from the direct rays of the sun under a light-colored heat reflective opaque cover in a manner that provides a free-flowing air space. P. Calibrate seaming equipment at the beginning of each shift, every 4 hours, and after any significant environmental changes. Q. Contractor shall provide factory seam destruct samples to independent, third party testing laboratory to verify compliance with specifications. Factory destruct seam samples shall be one for every 5,000 LF or one per panel, whichever yields the most samples. 2.4 DESIGN REQUIREMENTS A. General: 1. The liner and floating cover shall be designed with the following performance characteristics and features stated herein and in accordance with the AWWA California - Nevada Section "Reservoir Floating Cover Guidelines," AWWA M25 and AWWA D130. 2. The liner and floating cover membrane shall conform to the configuration of the surface of the reservoir when it is empty. The floating cover material shall be in a relaxed state, without stress and substantially without slack, folds, and bridged areas. 3. The liner and floating cover membrane shall be made of fabric reinforced flexible membrane which conforms to the specification contained herein. 4. Design shall include membrane chafing strip to prevent excessive abrasion of the cover at the inside top edge of the reservoir sidewall. B. Floating Cover Rain Water Collection System: 1. The floating cover shall have appropriate automatic rainwater removal system. This shall include rainwater receiver/collection assemblies, pumps, controls, power supply, discharge hoses, etc. The theoretical capacity of the rainwater removal system shall be sized to be able to remove rainfall in accordance with the AWWA California -Nevada Guidelines. 2. The floating cover rainwater run-off collection system shall drain to the sump pumps preventing rain water from creating isolated ponding. a. Rain Water Trenches: 1) The floating cover shall be fitted with a system of floats and weights integrally attached and made a part thereof which divide the shape of the surface of the floating cover into geometrically logical interfacing sections which utilize the slack in the floating cover (which forms as the reservoir fills) to form a common, interconnected rainwater collection trough/trench or sump. a) These troughs/trenches are formed in the aforementioned slack by appropriately sized, non -rigid, saturated, segmented and sealed sand tube weights and are bordered by appropriately sized and positioned, semi -flexible, closed cell polyethylene foam floats, and encased in floating cover material. b) The length of the segmented sand tubes shall be such that provides the rain troughs with adequate flexibility preventing the sand tubes from stresses that could result in potential rupture as the cover repeatedly falls and rises with the changing reservoir water level. The segmented sand tubes must be mechanically attached to the cover using laces or other approved method in such a manner to prevent from coming loose and migrating out of place. Strictly friction type sleeves will not be acceptable. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 12 1 fl 1 1 1 r 0 u fl C �1 s 4 1 1 1 1 1 1 1 1 1 1 1 1 1 (I 1 10027142 c) The paired`floats'shall be attached' "to the top surface of the floating cover membrane by means of the float encasement membrane. The sand tube weights shall be centered in between the paired floats. These paired floats shall be spaced apart from each other such that when the reservoir is full (at its normal high operating level), they will be a nominal 2 FT apart. In addition to causing the formation of a defined trough, the weights shall impart a biaxial tension, of an appropriate magnitude, in the floating cover membrane; the thus tensioned interfacing geometric sections of floating cover membrane are hereafter referred to as "tensioned plates". All tensioned plates on the floating cover shall be bordered by the aforementioned paired floats or the reservoir perimeter attachment. All paired floats on the floating cover shall be segmented as required for cover flexibility as the cover falls and rises with the changing water levels. There shall be gaps between float segments to allow rainwater to pass through from the tensioned plates to the defined trough; the gaps shall be not less than 1 FT nor greater than 3 FT in length. To the greatest degree practical, the float gaps on either side of the defined troughs shall be offset from each other. There shall be float gaps at the angular intersections of all defined trough sections. The sand tube weights shall be attached to the floating cover with attachment straps of appropriate size and design. 2) Where ever a field seam crosses a defined trench, a cap strip of appropriate width shall be bonded to that section of the field seam. b. Sump Pumps: 1) The number, size and location of submersible non -clog pumps shall allow for removal of the volume of rainwater collected on cover during a 25 year rain event over a 24 hour period. This is estimated to be 73 gpm over the entire surface of the reservoir. Pumps to be sized based on ratio of area drained by each pump. 2) The submersible pumps shall be located in the Rainwater Collection Sump Assemblies (RCSA). A minimum of two pumps shall be provided. 3) All pump motors shall operate on 240 -volt, I -phase, 60 HZ power and shall be minimum 0.50 hp. 4) The pumps shall be capable of passing 1.5 -inch solids, constant speed, continuous duty. Each pump shall be capable of continuous operation at full load with a water level of 8 -inches above the base of pump legs without cavitation or overheating of the motor. 5) Each pump shall be able to operate for short periods at zero static suction head without causing damage to any part of the unit. 6) Maximum speed: 1800 rpm. 7) The pumps shall be complete with automatic controls to start and stop the pumps. The automatic controls shall keep the pump from running dry, overheating and damaging the membrane cover. a) The pump(s) shall operate manually or automatically from a control panel mounted near the perimeter of the reservoir. b) The controls shall be adjustable in a manner to limit excessive on/off cycling of the pump(s). 8) Strain reliefs shall be provided at the cable entry into the pump. 9) Discharge hoses, control cables, and power cables shall be lashed together with nylon cable ties with stainless steel locking barbs. Design shall locate these lines adjacent to floats with mechanical attachment in a manner to prevent excessive movement of the lines. City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 - 13 c. Rainwater Collection Sump Assemblies: 1) The Rainwater Collection Sump assemblies shall consist of an HDPE plastic tank with 1/2 M DIA rainwater in -flow holes drilled in it which is assembled into a CSPE encased float collar. If required, the Sump Assemblies shall be ballasted with suitable ballast with sufficient weight such that the pump assembly will remain within the floating cover rainwater collection fold/trough and shall be located such that all water drains off the cover, into the RCSAs. C. Floating Cover Access Hatches: 1. The floating cover shall be fitted with a minimum of two (2) access hatches. The floats shall be encased in the floating cover material and bonded to. the bottom -side of the floating cover. The hatch assembly shall be made of stainless steel. The hatches shall have a nominal opening size of 3 FT by 3 FT. Provision for appropriate means for venting air from the perimeter of hatch floats shall be provided. Such vents shall be designed to prevent intrusion of stormwater into the reservoir. All hatches shall be floating on water when the reservoir is at low operating level. 2. The floating cover shall incorporate provisions such that the entire floating cover may be inflated. All access hatches shall be capable of serving as an inflation hatch. Location of access hatches shall consider inflation provisions. The Contractor will supply the inflation blowers necessary to perform inflation. 3. Access hatches shall be designed. D. Floating Cover Anchoring: 1. The floating cover shall be attached around the perimeter of the concrete reservoir with the existing stainless steel anchors and new stainless steel batten bars. The floating cover perimeter attachment shall utilize a rope hem in the edge of the floating cover membrane and a vulcanized synthetic rubber cushion strip. Where required by curved sections of the perimeter attachment line, the batten bar shall be rolled to the appropriate radius; accommodating such sections with a multitude of short straight batten bar sections is not acceptable. E. Floating Cover Air Vents: 1. The floating cover shall be fitted with an appropriate number of air vents in the central portion of the floating cover to vent air which collects beneath the floating cover. Such vents shall be designed to prevent intrusion of stormwater into the reservoir. 2. Each portion of the cover which can be isolated by rainwater collection troughs shall also be fitted with vents to relieve air that could become trapped in these segments. Such vents shall be designed and located on the cover in a manner to prevent intrusion of stormwater into the reservoir. 3. All vents shall incorporate stainless steel insect screen, 20 mesh, 0.014" wire. F. Cover Flotation: 1. The floating cover shall be fitted with supplementary flotation at all appropriate locations commensurate with reservoir features such as inlets, outlets, overflows, etc. 2. Each section of the floating cover shall be provided with a movable floating cover repair float (which can be moved beneath a cut or tear in the floating cover, while the floating cover is floating, to facilitate the repair of same). 3. All floats on the floating cover will be chamfered to approximately 45 degrees at the ends thereof. 4. Walkway floats shall be provided for access to hatches, rainwater removal pumps and other areas requiring maintenance. These walkway floats shall be sized not less than 4 M thick by 24 IN wide. Walkway floats shall be segmented on sloped surfaces and have leading and trailing sides chamfered to 45 degrees. G. Additional Cover Protection: 1. Design shall incorporate either double thickness material in the cover or other approved means of protecting the cover when it is lowered over structures within the reservoir including inlet cage, outlet cage, and piping. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -14 1 1 r 1 i1 1 0 1 1 1 L ILS a 1 iu fl!� fll"'� u t 1 1 1 �11` 1 1 1 1 1 1 1 1 1 C 1 PART 3 - EXECUTION 3.1 INSTALLATION A. The Contractor is advised that the area within the reservoir is considered a confined space. While the reservoir can be isolated by means of closed valves, the potential for inundation of the space exists. Further, entry into and out of the reservoir is hampered by the slope of the side walls. The Contractor is responsible for taking the necessary safety measures while working within this area. B. The reservoir will be free of standing water when turned over to the Contractor. Thereafter, the Contractor is responsible for removal of all rain water, sediment, and debris requited for satisfactory installation of the liner and cover. C. After removal of the existing cover and liner the reservoir concrete surface shall be inspected by the Contractor and Owner or Owner's representative for any damage precluding the sound installation of the new membrane liner and cover. They will identify the quantity (lineal foot and area) of surface that requires crack repair or patching. If repair is required, it shall be done per Section 03 01 37, Concrete Repair and Rehabilitation as well as Section 03 0138, Concrete Crack Repair, as identified by the Owner and as needed to provide a sound installation. Provide certification indicating the Contractor and Fabricator have inspected the final surface after any repairs have been performed and find all conditions acceptable for placing of the geotextile, geomembrane liner, and cover. D. Entire liner shall be installed over a geocomposite membrane (see Section 33 46 12, Geotextile Cushion). E. Under no circumstances shall the floating cover or liner be subjected to materials, sandbags, equipment, or other items being dragged across its surface nor shall workmen or others slide down slopes on top of the floating cover. All scuffed surfaces resulting from abuse of any kind caused by the Contractor in performance of the work shall be solvent -wiped and patched or painted with high -solids adhesive. All remedial repairs to'be as per manufacturer's recommendations and current practices. Such remedial repairs shall be limited to the number specified herein. A greater number of repairs will result in that panel being removed and replaced at no additional cost to the Owner. F. Prior to placement of each individual sheet of the CSPE floating cover or liner, the area to be covered shall be cleaned of all foreign matter that could damage the floating cover during and after installation. G. Prefabricated panels of floating cover and liner material shall be carefully placed on the bottom and slopes of the reservoir in accordance with approved shop drawings and in such a manner as to assure minimum handling. Only those sheets of material that can be anchored and/or seamed together the same day shall be unpackaged and placed in position. Panels shall not be unpackaged until ready for anchoring and/or seaming immediately -following unrolling and spread into position. H. All panels shall be installed as free of slack and/or wrinkles as possible. After initial positioning and spreading, all panels shall be re -tensioned during installation by the crew installing the panels in a manner to remove all possible slack and wrinkles. I. Sandbags or an other approved method shall be used as required to hold the material in position during installation and to protect them from damage or displacement due to wind. Sandbags shall be sufficiently closely woven, or otherwise constructed, to preclude fines from working through the bottom, sides, or seams of the bag. Burlap and paper bags, whether or not lined with plastic lining, will not be permitted. Bags shall contain not more than 60 pounds of sand having 100 percent passing No. 1 screen. Bags that are split, torn, or otherwise losing their contents shall be immediately removed from the reservoir area and any spillage immediately cleaned up. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 15 J. Each piece of seaming equipment and each operator shall perform demonstration seams at the start of a shift, whenever equipment is switched on or seaming is interrupted for more than ten minutes, and at other times at the discretion of the Installer and Inspector. K. Demonstration seams shall use the same seaming materials and methods to be used in the actual construction. Demonstration seams shall not be incorporated into the actual work itself. L. Lap seams shall be used to seam factory fabricated sheets together in the field. Lap seams shall be formed by lapping the edges of the floating cover panels a minimum of 4 IN to a maximum of 6 IN. The contact surfaces of the seams shall be wiped clean to remove all dirt, dust, moisture, or other foreign materials. M. The contact surfaces shall be washed/scrubbed with solvent, to remove surface cure from the surfaces to be seamed, completely. Removal of surface cure should not be completed more than 10 minutes ahead of seaming. When conditions are adverse, such as high heat or winds or when conditions increase the possibility of dirt or other foreign material being deposited on contact surfaces, the time between washing and seaming may have to be reduced as necessary to produce acceptable seams. Adequate removal of surface cure can usually be determined by wiping the 'surface with a clean rag, wet with solvent; it will readily pick up the color of the wiped surface on to the rag. Only clean, white; lint -free cotton rags shall be used in the work. When a rag shows excessive discoloration from use and/or loading with removed surface cure, it shall be discarded into an approved safety container until disposed of and replaced with a new one. In the event a CSPE panel has been laid out and not seamed for a period of 3 days or more, the contact surfaces shall be solvent scoured and buffed to ensure a positive bond at the seam. The scouring procedure shall consist of hand buffing the contact surfaces with stainless steel scouring pads soaked in solvent to effectively penetrate and remove the oxidation layer. This scouring procedure shall be applicable to all panel -to -panel seams, patches, and seams for attachment of accessories. N. Machine -made heat seams shall be used on all field seams wherever practical. Machine -made °1 heat seams shall be made using hot air or hot wedge welding equipment. All machine heat seaming equipment shall be equipped with gauges that monitor voltage and temperature. The Contractor shall follow immediately behind the heat seaming equipment, while the material is still hot from the initial seam, bonding the top edge of the seam. The top edge of the seam shall be "stitched" by manually rolling with firm pressure the seam area with a 2 IN wide roller. Joints where three layers of membrane meet shall also be stitched to seal the potential leak path along the edge of the middle layer. O. For solvent seams, the contact surfaces of the membranes shall be heated to warm and dry conditions. Immediately after washing with solvent and surface cure removal, a liberal amount of "compound filled adhesive" adhesive shall be applied to one or both of the contact surfaces. for the full width of the lap between the upper and lower sheet and the two surfaces pressed together immediately to insure that both surfaces have been contacted by "wet" adhesive. 1. Adhesive shall be thoroughly wet and without any sign of drying or surface skinning of the adhesive at the time the contact surfaces are brought together. After pressing the two contact surfaces together and eliminating any wrinkles, the entire seam area shall be rolled perpendicular to the seam with a 2 IN wide roller, applying firm pressure by hand. Some visible expelling of "wet" adhesive from the seam during rolling is desirable and indicates that sufficient adhesive has been applied. i 10027142 City of Bremerton Reservoir 4 Cover Replacement Project RUNFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 16 t 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -17 2. When applying the adhesive, the successive seam segments shall be tied -in to the end of the seam previously completed in a manner such that leak paths or weak points in the seam do not occur. The use of supplementary heat, such as from a hot air gun, during the seaming/rolling process, is normally required. After the initial seal of the lap seam has been made, any exposed free edges of the floating cover material shall be resealed, using the same procedure, to eliminate all free edges. To the greatest degree practical, field seams in the floating cover shall be fully bonded across the entire lapped area, including encapsulated edges, so that no loose edge is present on either side of the floating cover, however an un - bonded flap on the bottom -side of the seam is acceptable. All floating cover panel field seams shall result in a 3 IN wide fully bonded seam with 2-1/2 IN minimum scrim -over - scrim lap. Whenever possible, all field seams shall be kept dry for at least 12 hours after initial sealing to allow the seam to achieve its optimum strength. P. Field seams shall not be made if climatic conditions would result in inferior seams, unless artificial means are used to warm the adhesive and material in the seam areas to suitable waren and dry conditions. Seaming shall not be performed when the temperature of the fabric - reinforced CSPE sheet or the CSPE adhesive is 40 F or below. When ambient conditions result in a temperature of 40 F or below, adhesives shall be stored to maintain them at temperatures above 70 F. At the time of seaming, the seams shall be heated by artificial means. Q. When transverse seams are encountered at the ends of the prefabricated panels, the un -bonded flaps or free edges on the bottom of the overlapping sheet shall be sealed for a minimum of 6 IN from the end of the trimmed sheet prior to making the transverse seam. R. Wherever two or more thicknesses of sheet material occur, such as where a factory or field seam is bonded to another layer of sheet material, creating a potential small leak path, it shall be dammed by wiping the area with solvent and daubing it with a sufficient amount of adhesive using a clean paint brush. If more than three thicknesses of material occur at the same point and similar potential leak paths are created, these leak paths shall be dammed in similar fashion or patched. S. The liner and floating cover material shall be anchored at the reservoir perimeter. Means shall be provided by the Contractor to protect the liner and floating cover material during installation from accidental puncture by the anchor bolts at reservoir perimeter. Holes in the floating cover material for the anchor bolts shall be neatly made. T. Any necessary repairs to the membrane shall be made using adhesive and a patch of the same material of sufficient size to extend a minimum of 3 IN in all directions from the limits of any flaw, puncture, cut, tear, severe abrasion, etc. Patches shall be neat in appearance with corners rounded to a I IN radius minimum. Patches shall be as specified above and as approved by the Fabricator for field lap seams. All seams and seals, on completion of the work, shall be tightly bonded. U. All persons walking or working upon the new material shall take care to avoid damaging the material. Footwear with sole patterns that pick up rocks or similar material that could damage the membrane will not be permitted. The liner and cover shall be protected from placement of any equipment on these surfaces. V. Scissors used in work shall have blades with rounded points. W. Tarpaulins of CSPE or other approved material shall be spread out on the new material as a work area for preparing patches and storing tools, supplies, or rags. Gasoline -driven generators or cans of solvent, adhesive, or gasoline shall not be placed directly on the material. All such liquids.shall be placed within portable secondary containment devices. X. Wherever fabric -reinforced CSPE has been cut and thus exposes fabric, the cut edge shall be solvent wiped and sealed with a "flood coat" of "compound filled adhesive". This requirement ® applies to all cut edges including, but not limited to, seams, seam strips, float encasement material, and patches. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 -17 Y. Care shall be taken throughout the work to avoid fishmouths, pleats, folds, and tucks in field seams. Fishmouths, pleats, folds, and tucks shall be prevented by tensioning the seam just completed in the general direction of the completed seam. The Contractor's seaming crew shall give continuous attention to the elimination of all fishmouths, pleats, folds, and tucks to prevent reoccurrence. Fishmouths, pleats, folds, and tucks shall be slit out far enough from the seam to dissipate them and shall be lapped, seamed together in the lapped area, and patched as described. 3.2 REPAIR MATERIALS AND INSTRUCTION A. Provide Owner with at least 200 SQ FT of reinforced liner material for making repairs after the project is complete. 1. Also provide 1 GAL each of primer and adhesive with a roller to make field repair joints. B. Instruct Owner on the recommended techniques for repairing holes or rips in the liner. 1. Provide written directions on how to make a repair as part of the Operations and Maintenance documentation. 3.3 CLEANUP A. The Contractor shall clean up within the reservoir throughout the course of the work. No dirt, scrap material, trash, tools, or other unwanted materials shall be trapped between the lining and floating cover. B. After the work specified herein has been completed, the entire area of work shallbe left in a neat and presentable condition, free of all cleared vegetation, rubbish, construction debris and waste, surplus materials, and other objectionable materials. All such removed materials shall be disposed of by Contractor away from the site of work and in conformance with all applicable codes, ordinances, and regulations. 3.4 VENTILATION A. After curing of the CSPE floating cover and liner and before disinfection, the Contractor shall ventilate between the CSPE floating cover and the liner of the reservoir. The Contractor will provide the ventilation equipment and electrical power. The Contractor shall provide the necessary labor to operate the equipment for proper ventilation for 8 HRS/day for 5 days Ventilation shall occur during the hottest part of the day. 3.5 INFLATION OF FLOATING COVER A. After completion of the floating cover, the Contractor will provide the required inflation equipment and the Contractor shall inflate the reservoir floating cover and shall perform all necessary work for full inflation/deflation of the reservoir floating cover with air and all associated features. 3.6 DISINFECTION OF FLOATING COVER AND LINER A. Prior to placing the reservoir into service, the Contractor shall disinfect reservoir per AW WA C652, Section 4.3 Method 2. B. Water for disinfection of the reservoir shall be provided by the Owner. C. Water for subsequent filling of the reservoir shall be provided by the Owner. The City will operate all valves in order to fill the reservoir. D. Following filling of the reservoir, the Contractor shall verify adequate disinfection has occurred by testing per AWWA C652. E. After disinfection and filling of the reservoir and floating cover, the Contractor shall institute commissioning of the floating cover with the Owner. Owner will supply the Contractor a written letter stating the date the floating cover system was accepted. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15 - 18 t. 3.7 FABRICATION AND FIELD QUALITY CONTROL A. The Contractor's Quality Assurance / Quality Control testing shall keep pace with the deployment and seaming operations to identify all problems at the earliest possible point in time. B. Inspector shall not be a part of the installation program and shall not serve as a substitute for performing the duties or certification required of the Fabricator and Installer. 1. Inspector's responsibilities include, but are not limited to: a. Inspection of the material and the handling and field installation of the geomembranes. 1) Inspection of all welds, repairs and quality control test results. b. All exceptions to material or installation shall be documented and furnished to the Engineer in writing within 48 HRS of discovery. C. Trial Seam Testing: 1. Trial seams shall be made each half-day prior to production seaming. a. The location of trial seam shall be in an area proposed for the day's production seaming. l b. Equipment, methods and personnel shall be the same as proposed for the day's seaming. 2. Samples shall be tested in accordance with ASTM D413 and ASTM D751 (modified method). D. Equipment Calibration: 1� 1. The seaming equipment shall be calibrated in accordance with the Contractor's quality assurance plan; but shall not be less than at the beginning of each shift, every 4 hours, and nl any significant environmental changes. 2. Field seam test samples shall be collected and tested in accordance with the provisions stated herein (peel strength, breakaway peel strength, and tensile strength). The field seam calibration verification testing shall be performed by on-site quality control personnel. The Contractor shall submit the daily calibration test results to the Owner as part of the final quality assurance report. 3. The testing equipment shall be calibrated at least once every 12 months by an independent testing agency certified to conduct such calibration and a label attesting to such calibration shall be affixed to the testing equipment. 4. No daily field seaming shall be performed until all the calibration samples have been tested and passed. E. Seam Test Samples: 1. Factory and field seam samples shall measure not less than 14 IN wide by 60 IN long with the seam parallel to the long direction and down the middle of the sample. 2. A minimum of 5 test specimens for each of the required tests (peel strength, breakaway peel strength, and tensile strength) shall be taken from each seam test sample. 3. All test samples shall be provided by the Contractor at their expense. 4. Field and factory seam test samples shall be numbered, dated, and identified as to the personnel making the seam from which the seam test sample is taken, the seaming method being used, and the temperature and weather conditions at the time of seaming. Each seam test sample shall be keyed to its general location on the seam from which it is taken by appropriate notes or markings on a drawing, furnished by the Contractor, for future reference. F. Seam Testing: 1. The Contractor shall have tests performed, at their own expense, by a GRI -certified testing I laboratory. All testing shall be performed to ensure that the CSPE shop seams and field seams meet the following requirements: a. Peel Strength Test: 1) Factory and field seam test samples shall be tested for peel strength in accordance with ASTM D413, Machine Method, Type A. 2) A minimum of five test specimens shall be tested from each seam test sample. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15- 19 b. Breakaway Peel Strength Test: 1) The breakaway peel strength of a seam in 180 degree peel is the minimum level at which the seam separation is deemed acceptable and that portion of the seam which separates below the stated minimum required breakaway peel strength is not considered part of the seam. 2) Factory and field seams shall be tested in 180 degree peel by static test in which a weight is suspended from a 1 IN wide seam specimen and held for a minimum of 5 seconds. 3) For heat seams, a 21 LB weight shall be suspended immediately after the seam has been allowed to cool. 4) For adhesive seams, a 15 LB weight shall be suspended after 12 days. 5) The effective seam width shall be determined by measuring the remaining scrim - to -scrim overlap at the conclusion of the breakaway peel strength test. 6), A minimum of five test specimens shall be tested from each seam test sample. c. Tensile Strength Test. 1) Factory and field seam test specimens shall be 4 IN wide, with a length equal to the specified seam width plus 9 IN. 2) Factory and field test samples shall be tested in accordance with ASTM D751 (modified method). 3) A minimum of five test specimens shall be shall be tested from each seam test sample. 2. A seam shall be deemed acceptable if all the test specimens from each seam test sample location satisfy all of the following requirements: a. The effective seam width is equal to or greater than the minimum width specified on the Drawings, as measured at the conclusion of the breakaway peel strength test. b. A minimum peel strength equal to or greater than 21 LBS/IN of seam width. c. Failure by delamination from the scrim rather than in the plane of the seam. d. A minimum seam tensile strength equal to 90 percent of the value specified for the parent material. 3. Test results not meeting these requirements shalt be cause for rejection of the seam from which the test sample was taken. G. Testing of Factory Seams during Fabrication: 1. The Contractor shall have the fabricator provide and have tested, by a GRI -certified independent laboratory, samples of factory seams taken from the fabricated panels at the factory. 2. One seam test sample per 5,000 LF of rollstock-to-rollstock shop seams, or one seam test sample per panel, whichever yields the greater number of seam test samples, is required. Each seam test sample shall be tested for the required tests (peel strength, breakaway peel strength, and tensile strength). 3. The certified test results of specimens from each seam test sample shall be submitted to the testing agency for review and approval prior to installation of panels represented by the respective seam test samples. 4. Patching of sampled seams may be done in the field after installation of the affected panel, at the Contractor's option. H. Testing of Field Seams during Field Installation: 1. The Contractor shall test samples of field seams taken from field installed fabricated panels. 2. One seam test sample per 500 FT of panel -to -panel field seam shall be tested for the required tests (peel strength, breakaway peel strength, and tensile strength). 3. If any seam test results are not satisfactory, the Owner, at their discretion, may require that additional sampling and testing be performed at the Contractor's expense. 4. Any seam tests that fail shall be marked and repaired to the satisfaction of the Owner and the Fabricator. L The testing laboratory and the Contractor shall certify all test results. Five copies of the certified test results shall be submitted to the Owner. i 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-20 1 ENC OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-21 J. Air -Lance Testing: 1. Prior to performing air lance testing, the Contractor shall check all factory seams, field seams, joint cover strips, doublers, and patches with a metal probe (such as a wire 1/16 IN maximum diameter with the point slightly rounded). 2. All factory seams, field seams, joint cover strips, doublers, and patches shall be air -lance tested. Air -lance tests shall be performed in the field by the Contractor in the presence of the Owner during daylight hours. Leak paths or suspect areas revealed by these inspections shall be marked and repaired. 3. The air -lance shall have a 1/8 IN DIA orifice. Pressure at the orifice shall be between 60 �I and 80 psi. The jet of air shall be directed at the edge of seam or patch to effect the lifting of unbonded edges. The air -lance testing shall be done in a manner so as to allow the Contractor Quality Assurance/Quality Control personnel sufficient time to observe and document any leaks or suspect areas. All defects found during probing shall not be repaired until the defect is tested by air -lancing. 4. Field probing and air -lance tests of factory seams shall be required, even if those seams have previously been air -lance tested in the factory. 3.8 GEOSYNTHETIC MEMBRANE SYSTEM ACCEPTANCE ' A. Contractor shall retain all ownership and responsibility for the geosynthetic liner and cover system until final acceptance by the Owner. 1. Cover installation shall not proceed until the liner have been fully inspected and tested. 2. Owner will accept the geosynthetic membrane system installation when the installation is finished and all required warranties, test results, and documentation from the Contractor.. Manufacturer, Inspector and Installer has been received and approved, and verification of the adequacy of all field seams and repairs, including associated testing, is complete. B. Submittal of such documentation shall be a condition precedent to Substantial Completion. ENC OF SECTION 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-21 This page left intentionally blank. 10027142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-22 CERTIFICATION OF MATERIAL ACCEPTANCE FROM SHIPPER (Per shipment; each roll or container) (Circle Material Type) REPORT NO. DATE:.__ PANEL, ROLL, AND CONTAINER NUMBER REFERENCES WE THE UNDERSIGNED ACCEPT THE [CSPE GEOMEMBRANE MATERIALS (ROLLS, SHEETS, BLANKETS), GEOTEXTILES] FROM THE TRANSPORTER. THESE MATERIALS WERE RECEIVED IN UNDAMAGED CONDITION BASED UPON OUR VISUAL INSPECTION. INSTALLER SIGNATURE CONTRACTOR SIGNATURE 1 10027 142 City of Bremerton Reservoir 4 Cover Replacement Project REINFORCED MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-23 1 CERTIFICATION OF ACCEPTANCF OF-SUBGIL4,DE - Daily Certification (Circle Material Type) _ REPORT NO.: DAT -El AREA REFERENCED:; LINER PANEL NUMBERS INSTALLED OVER REFERENCED AREA THIS DATE: WE THE UNDERSIGNED CERTIFY THAT WE HAVE INSPECTED THE ENTIRE SURFACE, AND HAVE REVIEWED THE SPECIFICATION SECTION 3123 00 AND RELATED SHOP DRAWINGS FOR MATERIAL AND PLACEMENT, AND FIND ALL CONDITIONS ACCEPTABLE FOR PLACEMENT OF THE CSPE GEOMEMBRANE LINER. WE SPECIFICALLY TAKE THE FOLLOWING EXCEPTIONS TO THE ACCEPTANCE OF THE SUBGRADE ON THIS DATE: (Note: All exceptions shall be approved by the Owner or Engineer prior to CSPE Geomembrane Liner deployment) INSTALLER SIGNATURE i CONTRACTOR SIGNATURE 10027142 City of Bremerton Reservoir 4 Cover Replacement Project HIGH-DENSITY MEMBRANE AND COVER FOR POTABLE WATER 33 47 15 - 24 CERTIFICATE OF MATERIAL, INSTALLATION,- Daily Certification (Circle Material Type) REPORT NO.: _ _ DATE; AREA REFERENCED: - LINER (COVER) PANEL NUMBERS INSTALLED THIS DATE: WE THE UNDERSIGNED CERTIFY THAT THE CSPE GEOMEMBRANE LINER, COVER, DRAINAGE COMPOSITE, AND GEOTEXTILES WERE INSTALLED IN ACCORDANCE WITH THE SPECIFICATION SECTION 33 47 14 (CSPE Geomembrane), 3132 18 (Drainage Composite), 31 32 19.02 (Geotextiles) AND WITH APPROVED SHOP DRAWINGS. INSTALLER SIGNATURE - CONTRACTOR SIGNATURE 1.1 10027142 City of Bremerton Reservoir 4 Cover Replacement Project HIGH-DENSITY MEMBRANE LINER AND COVER FOR POTABLE WATER 3347 15-25 e CERTIFICATION OF MATERIAL JOINTS - Daily Certification Per Test (As Shop Drawings and as a Compiled Report at the end of Project) (Circle Material Type) TEST REPORT NO.: FIELD LOG NO.: DATE: LIST OF ALL DEFICIENCIES AND SUBSEQUENT REPAIRS, COPIES OF ALL FIELD AND FACTORY TESTS AND INSPECTION DATA INCLUDING RECORDS OF ALL NON- DESTRUCTIVE TESTING (Field Logs) AND REPAIRS ARE ATTACHED. WE THE UNDERSIGNED CERTIFY THAT THE CSPE GEOMEMBRANE (LINER)(COVER) AND ITS JOINTS WERE INSPECTED AND TESTED FOR STRENGTH AND CONTINUITY, GEOTEXTILE SEAMS WERE INSPECTED FOR CONTINUITY AND PASSED ALL INSPECTIONS AND TESTS. WHERE FAILING TESTS OR DEFICIENCIES OCCURRED, THE AREA OF F AILURE WAS IDENTIFIED IN ACCORDANCE WITH THE APPROVED QUALITY CONTROL PROGRAM FOR THE PROJECT AND REP AIRED. THE AREAS OF FAILING TESTS, DEFICIENCIES AND THE SUBSEQUENT RETESTS OR TESTS TO DELINEATE THE LIMITS OF FAILURE ARE IDENTIFIED IN THE ATTACHED SEAM TESTS AND INSPECTION DATA. INSTALLER SIGNATURE CONTRACTOR SIGNATURE 10027142 City of Bremerton Reservoir 4 Cover Replacement Project HIGH-DENSITY MEMBRANE LINER AND COVER FOR POTABLE WATER 33 47 15-26. i 1 1 11 DIVISION 46 WATER AND WASTEWATER EQUIPMENT This page left intentionally blank. t 11 1 a 1 0 1 SECTION 46 4120 HYDRODYNAMIC MIXING SYSTEM (HMS) PART 1 - GENERAL 1.1 SUMMARY A. The Hydrodynamic Mixing System (HMS) is defined as a supplemental system installed within a potable water storage reservoir which passively utilizes the energy provided by the inlet water supply and generates a sufficient inlet momentum to achieve a complete homogeneous blending of the water volume within the reservoir with the inlet supply flow. Determination of Complete Homogeneous Blending shall be defined by the modeling requirements and supporting hydraulic analysis as conducted by each individual manufacturer for their specific system configuration as defined within these specifications. System submittals not providing this validation shall not be considered as a viable HMS and shall not be accepted as an equivalent to this system specification. B. The specifications in this section include all components of the Reservoir HMS consisting of an inlet manifold equipped with variable orifice duckbill inlet valves that are NSF61 certified. The HMS manufacturer shall be responsible for designing the system in accordance with the hydrodynamic criteria defined within these specifications and submit design calculations verifying compliance in accordance with the submittal requirements. The following is a description of the Hydrodynamic Mixing System. C. All modeling and hydraulic and mixing calculations pertaining to the HMS shall originate from the duckbill valve manufacturer. Modeling and calculations provided by parties other than the duckbill valve manufacturer are not allowed. D. The complete HMS shall be supplied by the variable orifice nozzle manufacturer to maintain single source responsibility for the system. The complete system shall be defined as all piping and appurtenances within the tank downstream of the tank penetration. Appurtenances include pipe, fittings, horizontal and vertical pipe supports, expansion joints, variable orifice duckbill check valves, and any other equipment specified within this section of the specifications. 1.2 REFERENCED STANDARDS A. American National Standards Institute (ANSI): 1. B16.1 —Cast Iron Pipe Flanges and Flanged Fittings. 2. B16.5 —Pipe Flanges and Flanged Fittings. 3. B36.10 —American National Standard Weights and Dimensions of Welded and Seamless Wrought Steel Pipe. B. American Society for Testing and Materials (ASTM): 1. A53 — Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless. 2. A234 — Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service. C. A240 — Standard Specification for Chromium and Chromium -Nickel Stainless Steel. D. Plate, Sheet, and Strip for Pressure Vessels and for General Applications: 1. A351 — Standard Specification for Castings, Austenitic, Austenitic -Ferritic (Duplex), for Pressure -Containing Parts. 2. A536 — Standard Specification for Ductile Iron Castings. 3. C 110 — Ductile Iron and Gray -Iron Fittings, 3 In. through 48 In. for Water. 4. D1330 — Standard Specification for Rubber -Sheet Gaskets. 5. D1784 — PVC/CPVC Pipe Compounds. 6. D1785 — PVC Pipe, Schedules 40, 80 & 120. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 4641 20-1 1.3 SUBMITTALS A. Independent Computational Fluid Dynamics (CFD) Modeling Validation: 1. The mixing system designer/supplier must supply data or report from at least one project where an independent company conducted CFD modeling on their mixing system design and the modeling results verified the design achieved complete mixing. B. Full Scale Tracer Study Validation: 1. The mixing system designer/supplier must supply data or report from at least one project where a full scale tracer study using calcium chloride was conducted on a circular reservoir and the tracer study results verified the mixingil system design achieved complete mixing. 2. The mixing system designer/supplier must supply data or report from at least one project where a full scale tracer study using calcium chloride was conducted on an elevated tank and the tracer study results verified the mixing system design achieved complete mixing. C. Inlet Valve Testing and Validation: 1. Verification of independent hydraulic testing to determine headloss and jet velocity characteristics on a minimum of eight (8) sizes of duckbill valves ranging from 2IN through 36IN. The testing must include multiple constructions (stiffness) within each size and must have been conducted for free discharge (discharge to atmosphere) and submerged conditions. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-2 7. D2466 — PVC Solvent Cement. 8. D2855 — PVC Solvent Joints. 9. D3261 — Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Fittings. 10. D3915 — PVC Pipe Fitting Compounds. E. American Iron and Steel Institute (AISI): 1. AISI 304 — 304 Stainless Steel Plate. 2. AISI 316 — 316 Stainless Steel Plate. 3. AISI 1040 — Carbon Steel Plate. F. American Water Works Association (AWWA): I . C 104 — Cement -Mortar Lining of Ductile Irony Pipe and fittings for Water. 2. C110 — Ductile -Iron and Gray -Iron Fittings, 3 In. through 48 In. for Water. 3. C 115 — Flange Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges. 4. C200 - AWWA Standard for Steel Water Pipe 6" and Larger. 5. C207 — Standard for Steel Pipe Flanges for Waterworks Service — Size 4 In. to 144 In. 6. C220 — AWWA Standard for Stainless Steel Pipe, 4" and Larger. 7. C900 — AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 41n. Through 12 In. for Water Distribution. 8. C905 — AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In Through 48 In. for Water. G. Transmission and Distribution: 1. C906 — AWWA Standard for Polyethylene (PE) Pressure Pipe and Fittings, 4 In. Through 65 In. for Water Distribution. H. American Water Works Association Research Foundation (AwwaRF): 1. Project No. E20408 — Physical Modeling of Mixing in Water Storage Tanks (Forthcoming) I. National Sanitation Foundation (NSF): 1. NSF Standard 14 — Plastic Piping System Components and Related Materials. 2. NSF Standard 61 — Drinking Water System Components — Health Effects. 1.3 SUBMITTALS A. Independent Computational Fluid Dynamics (CFD) Modeling Validation: 1. The mixing system designer/supplier must supply data or report from at least one project where an independent company conducted CFD modeling on their mixing system design and the modeling results verified the design achieved complete mixing. B. Full Scale Tracer Study Validation: 1. The mixing system designer/supplier must supply data or report from at least one project where a full scale tracer study using calcium chloride was conducted on a circular reservoir and the tracer study results verified the mixingil system design achieved complete mixing. 2. The mixing system designer/supplier must supply data or report from at least one project where a full scale tracer study using calcium chloride was conducted on an elevated tank and the tracer study results verified the mixing system design achieved complete mixing. C. Inlet Valve Testing and Validation: 1. Verification of independent hydraulic testing to determine headloss and jet velocity characteristics on a minimum of eight (8) sizes of duckbill valves ranging from 2IN through 36IN. The testing must include multiple constructions (stiffness) within each size and must have been conducted for free discharge (discharge to atmosphere) and submerged conditions. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-2 1 1 1 1 1 1 Laboratory Testing for Manufacturing Consistency: 2. Verification of Independerif a. The duckbill valve manufacturer shall provide summary documentation of a report conducted by an Independent Laboratory for hydraulic testing where multiple duckbill valves (at least four) of the same size and construction (stiffness) were tested to validate the submitted headloss characteristics and to prove the repeatability and consistency of the manufacturing process to produce the same hydraulic characteristics. 3. Report of independent testing that studied the flow distribution characteristics of duckbill valves installed on multiport manifolds. The manufacturer must have been in the business of manufacturing duckbill valves at the time the report was published. 4. Verification of Finite Element Analysis of duckbill valves: a. The duckbill valve manufacturer shall provide summary documentation of Finite Element Analysis modeling on representative duckbill nozzle sizes to determine deflection, stress and strain characteristics under various load conditions. Modeling must have been done for flowing conditions (positive differential pressure) and reverse differential pressure. 5. Verification of independent hydraulic testing to determine headloss characteristics on a minimum of three (3) sizes of perforated disc/elastomeric membrane check valves ranging from 6IN through 36IN. 6. Verification of Finite Element Analysis modeling on a perforated disc/elastomeric membrane check valve to determine stress and deflection characteristics under reverse differential pressure. D. Validation of Long-term performance: 1. The mixing system designer/supplier must supply at least one inspection report showing proper operation of, and no deterioration of, the duckbill valves after being in service in a water storage tank mixing application for a minimum of 10 years. E. NSF61 Certification: 1. Copy of the NSF61 Certified listing for the valves used in the Hydraulic Mixing System (HMS). 2. The valves themselves must be NSF61 certified, not just the elastomer used in construction of the valves. NSF61 approved/certified materials will not be accepted in lieu of valve certification. 3. The NSF61 Certification for the valves must be for a minimum volume of 2,000 gallons. Valves with NSF61 Certification for minimum volume of greater than 2,000 gallons are not acceptable. F. Test Report on Elastomer Exposure to Chlorine and Chloramine: 1. Copy of test report from an accredited independent laboratory that confirmed there is no degradation in the elastomer when exposed to chlorine and chloramine per the ASTM D471-98 "Standard Test Method for Rubber Property — Effect of Liquids." G. System Installation Drawings: 1. The duckbill valve manufacturer shall be responsible for providing engineering installation drawings of the complete manifold piping system as supplied by the manufacturer. These drawings shall include plan view piping arrangement, sections and elevations as required, support bracket installation details, duckbill nozzle orientation details, and all dimensions required for locating the system within the specified dimensions of the tank. 2. Electronic copies of plans shall be provided to the Engineer for review and approval. 3. Two (2) paper sets of final fabrication and installation drawings shall be included with the shipment of the manifold piping equipment. H. Design Calculations: 1. All Design Calculations, curves, and reference information listed below must originate and be submitted by the duckbill valve manufacturer. Calculations, curves, and reference information provided by contractors relating to the HMS are not allowed. The duckbill valve manufacturer shall include within the submittal package the following design calculations, curves, and reference information: 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-3 N 4. a. Calculations showing the fill time required, under isothermal conditions, for the HMS system to achieve complete mix of the reservoir volume at minimum, average and peak fill rates. Complete mixing defined as 95% homogenous solution. The theory and equations used in calculating the mixing times must be from a published AWWA reference manual or paper. The reference document(s) must be submitted with the equations and calculations. b. Calculations showing the water level drawdown required to achieve complete mixing on the fill cycles at minimum, average, and peak flow rates. c. Calculations of average storage tank water age for both fill -then -draw, and simultaneous fill and draw scenarios. Theory used in calculating water age must be submitted with the calculations. d. A. representative CFD model evaluation of the proposed HMS system configuration applied within a reservoir of similar geometry. Model output documentation shall include all design variables applied for the simulation, plot of the 3-D geometry showing the mesh definition, velocity magnitude vector and contour plots at different cross-sections throughout the water volume, simulated tracer animations showing the spatial and temporal distribution of inlet water in real time during the f ll cycle. Hydraulic calculations showing the resulting jet velocities of each inlet nozzle at minimum, average, and peak fill rates. a. Minimum (assumed): 2,000 gpm b. Average day: 3,500 gpm c. Maximum day: 7,000 gpm d. Maximum,instantaneous: 9,000 gpm Hydraulic calculations showing the flow distribution among all inlet ports at minimum, average, and peak fill rates. Manifold hydraulic calculations showing the total headloss of the HMS at minimum, average, and peak fill and draw rates. Headloss shall include all minor losses and headloss of nozzles and outlet check valves. Headloss shall not exceed 5 feet TDH. Hydraulic curves showing thrust vs. flow for the inlet nozzles. Hydraulic curves for each outlet check valves ;showing headloss vs. flow. Calculations showing the terminal rise height of the jets that discharge at an angle above horizontal. The terminal rise height shall be calculated assuming 10°F and 20°F colder inlet water and calculated at minimum, average and peak fill rates. The theory and equations used to calculate the terminal rise height shall be included. Hydraulic curves for each inlet nozzle of Densimetric Froude number vs. flow If the calculations and supporting data provided do not show compliance with the hydrodynamic requirements of the system as interpreted by the Engineer or Owner then the submittal shall be rejected. Installation, Operation and Maintenance Manuals 1. Within 30 days of final approval of the installation drawings, by the Engineer, the HMS valve manufacturer shall provide four (4) sets of the installation portion of the Installation, Operation and Maintenance (IOM) Manuals for the applicable system. Within 30 days of final approval, by the Engineer, of the installed system the manufacturer shall provide electronic copies of the complete IOM Manual for final review and approval. 2. Provide two (2) paper copies of the final approved manuals. The manuals shall be in the following format and include the listed required information as a minimum: a. Enclosed in a 3 -ring binder with project title and system designation shown on the front cover and side binder. b. Table of contents c. Copy of design calculations for the manifold system as defined in the previous section. d. Copy of complete set of the installation plans. e. Copy of NSF61 Certified Listing for the valves f. Parts and equipment list with specification numbers for ordering of replacement parts. g. Product specification sheets for nozzles, outlet valves, expansion joints, concrete anchors, and any other specialized items supplied with the system. 10027142 City of Bremerton I Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-4 B r 1 t 11 i 1 1 h. Installation guidelines`for the HMS manifold system. i. Operational procedures for the HMS manifold system. j. Guidelines for repair of system components. k. Schedule for suggested periodic maintenance of the manifold system. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Tideflex Technologies 2. Or approved equal. 2.2 VARIABLE ORIFICE DUCKBILL INLET NOZZLES A. Inlet ports/nozzles: 1. Duckbill -style check valves that allow fluid to enter the reservoir during fill cycles and prevent flow in the reverse direction through the nozzle during draw periods. 2. Inlet ports/nozzles may not be fixed -diameter ports or pipes. 3. Have a variable diameter vs. flow hydraulic profile that provides anon -linear jet velocity vs. flow characteristic and a linear headloss vs. flow characteristic. The hydraulic characteristics of the duckbill valves shall be defined by the manufacturer. 4. Discharge an elliptically shaped jet. The nozzle must have been modeled by an independent laboratory using Laser Induced Fluorescence (LIF). B. The duckbill valves: 1. NSF61 Certified. 2. NSF61 approved/Certified materials will not be accepted in lieu of valve certification. C. The duckbill style nozzles shall be one-piece elastomer matrix with internal fabric reinforcing designed to produce the required discharge velocity and minimum headloss requirements as stipulated in the Submittals section. The flange portion shall be an integral portion of the nozzle with fabric reinforcing spanning across the joint between the flange and nozzle body. Flange drilling to conform to ANSI B16.1 Class 125 / ANSI B16.5, Class 150 standards. Nozzle shall be furnished with Type 304 stainless steel back-up rings. D. The elastomer used in construction of the duckbill valves must have been tested by an accredited independent laboratory that confirmed there is no degradation in the elastomer when exposed to chlorine and chloramine per the ASTM D471-98 "Standard Test Method for Rubber Property — Effect of Liquids." E. Manufacturer: 1. Conduct independent hydraulic testing to determine headloss and jet velocity characteristics .on a minimum of eight (8) sizes of duckbill valves ranging from 2" through 48". The testing must include multiple constructions (stiffness) within each size and must have been conducted for free discharge (discharge to atmosphere) and submerged conditions. 2. Conduct an independent hydraulic test where multiple valves (at least four) of the same size and construction (stiffness) were tested to validate the submitted headloss characteristics and to prove the repeatability of the manufacturing process to produce the same hydraulic characteristics. 3. Conduct independent hydraulic testing to study the flow distribution characteristics of duckbill valves installed on multiport manifolds. 4. Conduct Finite Element Analysis (FEA) on various duckbill valves to determine deflection, stress, and strain characteristics under various load conditions. Modeling must have been done for flowing conditions (positive differential pressure) and reverse differential pressure. 5. Conduct in-house backpressure testing on duckbill valves ranging from 1/4" to 48". 6. Have at least fifteen (15) years experience in the manufacturing of "duckbill' style elastomeric valves. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 4647 20-5 1 7. Have duckbill valves installed on manifold piping systems in at least 100 distribution system reservoirs. 8. Have representative inspection videos showing the duckbill valves discharging water into the reservoir during an initial fill (unsubmerged). Manufacturer must also have representative underwater inspection videos showing the operation of the valves when submerged. Representative videos can be submitted upon request from the engineer, F. The manufacturer's name, plant location, serial number and product part number which designates nozzle size, material and construction specifications shall be bonded onto the surface of the nozzle. 2.3 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS A. Four (4) inches and larger: 1. Pipe shall,be manufactured from a PE3408 resin listed with the Plastic Pipe Institute (PPI) as TR -4. The resin material will meet the specifications of ASTM D3350-99 with a cell classification of PE345464C. Pipe shall have a manufacturing standard of ASTM 17714. Pipe O.D. sizes 4" to 24" shall be available in steel pipe sizes (IPS) and ductile iron pipe sizes (DIPS). Pipe O.D. sizes 26" to 54" shall be available in steel pipe sizes (IPS). Pipe shall be DR 17 (100psi WPR) for pipe sizes up to 36" unless otherwise specified on the plans. The pipe shall contain no recycled compounds except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. All pipes shall be suitable for use as pressure conduits, listed as NSF 14, and per AWWA C906 Pressure Class (PC) 100 have a nominal burst value of three and one-half (3 ''/z) times the Working Pressure Rating (WPR) of the pipe. 2. Provide flanged connection in HDPE pipe sections at maximum intervals of 20 feet unless approved otherwise. B. Pipe fittings and flanged connections, to be joined by thermal butt -fusion, shall be of the same type, grade, and class of polyethylene compound and supplied from the same raw material supplier. C. Sidewall fusions for connections to outlet piping shall be performed in accordance with HDPE pipe and fitting manufacturer's specifications. The heating irons used for sidewall fusion shall have an inside diameter equal to the outside diameter of the HDPE pipe being fused. The size of the heating iron shall be '/4 inch larger than the size of the outlet branch being fused. D. Field fusion welding will not be allowed unless specified or approved by the Engineer. E. Socket fusion, hot gas fusion, threading, solvents, and epoxies will not be used to join HDPE pipe. F. Butt Fusion Fittings: 1. Fittings shall be PE3408 HDPE, Cell Classification of PE345464C as determined by ASTM D3350-99, and approved for AWWA use. Butt Fusion Fittings shall have a manufacturing standard of ASTM D3261. Molded & fabricated fittings shall have a pressure rating equal to the pipe unless otherwise specified in the plans. Fabricated fittings are to be manufactured using Data Loggers. Temperature, fusion pressure and a graphic representation of the fusion cycle shall be part of the quality control records. All fittings shall be suitable for use as pressure conduits, and per AWWA C906, have nominal burst values of three and one-half (3 ''/2) times the Working Pressure Rating (WPR) of the fitting. G. Electrofusion Fittings: 1. Be PE3408 HDPE, Cell Classification of PE345464C as determined by ASTM D3350-99. 2. ,Have a manufacturing standard of ASTM F1055. 3. Have a pressure rating equal to the pipe unless otherwise specified on the plans. 4. Be suitable for use as pressure conduits, and per AWWA C906, have nominal burst values of three and one-half (3 ''/2) times the Working Pressure Rating (WPR) of the fitting. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-6 i� 1 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-7 e H. Flanged pipe sections for mechanical joining shall be comprised of HDPE flange adapters and Stainless Steel 316 slip-on backup rings. Flange adapters shall conform to PE3408 HDPE, Cell Classification PE345464C as determined by ASTM D3350-99. Stainless Steel 316 slip-on backup rings shall conform to ASTM A35ICF8M. 2.4 STAINLESS A. STEEL PIPE AND FITTINGS Stainless steel pipe and fittings shall conform to the associated standards listed in Section 3.0: Reference Standards. B. Dimensions for stainless steel fittings shall conform to AWWA CI10, unless otherwise specified. C. Piping shall be Schedule l Os stainless steel 304L fabricated from material per ASTM -A240. D. All flanges shall be plate ring flanges. Flange drilling pattern shall be in accordance with ANSI B 16.1 /B 16.5 standards. E. Ring flanges shall be continuously welded on both sides. F. All shop welds shall be manually scrubbed or brushed with non-metallic pads or stainless steel wire brushes to remove weld discoloration. Welds to be chemically passivated with nitric or citric acid. G. Field welding of stainless steel pipe and fittings will not be allowed unless approved by the Engineer. 2.5 FLANGE A. GASKETS Flange gaskets shall be full-faced and shall be in accordance with ASTM D1330. B. Flange gasket drilling pattern shall conform to ANSI B16.1/B 16.5. C. Flange gaskets shall be 1/81N thick. - D. Gasket material shall be EPDM. 2.6 FASTENERS A. Hex head bolts and nuts: 1. Stainless steel 316 conforming to ANSI/ASME B 18.2.1 and ANSI/ASME 1318.2.2. B. Plastic insulating sleeve/washers shall be utilized to isolate dissimilar bolt and flange metals where required. 2.7 PIPE SUPPORTS A. Components of the bracket assembly: 1. Type 316 stainless steel. B. C. Concrete cradle with stainless steel strap per drawings. HMS manufacturer to confirm adequacy of concrete pipe supports based on size, weight, and forces calculated for the HMS piping system. 2.8 DELIVERY, STORAGE, AND MATERIAL HANDLING A. Individual nozzles and outlet valves shall be packaged separately from the piping equipment. B. All flanges shall be protected by using plastic inserts or plank wood, pipe sections are to be fully supported to prevent pipe deflection or damage to fittings or connections. C. All equipment shall be shipped on pallets capable of fully supporting the pipe sections across their entire length. Pallets should be accessible for fork lift transport or strap and hoist means without causing any load to the pipe equipment. 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-7 e D. All stainless steel components shall be stored separately away from any carbon steel components or other materials that could stain or deface the stainless steel finish from run-off of oxidized ferrous materials. E. All pipe equipment should be covered and stored in areas free from contact with construction site sediment erosion to prevent accumulation of materials within the pipe and fittings. F. Duckbill nozzles should be protected from contact with rigid objects during handling and storage. The contractor shall be responsible for replacing any duckbill nozzles or elastomeric components that are damaged after arrival on the site through installation and start-up of the system. PART 3 - EXECUTION 3.1 INSTALLATION A. Installation of the manifold system shall be in accordance with the installation plans and guidelines provided by the HMS manufacturer and as specified in the installation section of the IOM manual. Refer to section on Submittals for quantities and delivery schedules of the documents. 3.2 INSTALLATION INSPECTION AND START-UP TESTING PROCEDURES A. The TMS manufacturer's authorized representative shall provide one (1) day inspection to verify that the system has been installed in accordance with the design specifications and installation drawings. B. Start -Up Flow Testing: 1. Following installation of the complete manifold piping system, the contractor shall open the upstream isolation valve to allow flow into the, tank through the manifold system. The isolation valve must be opened slowly to prevent surge or over -pressurization of the manifold system. The isolation valve must beifully opened to inspect the flow characteristics of the manifold system. 2. The contractor and factory representative shall visually inspect the entire piping system for leakage. 3. The contractor and factory representative shall, visually inspect all of the inlet nozzles to ensure flow is being discharged into the tank through all nozzles. 3.3 SPARE PARTS A. Spare parts are not required, unless otherwise specified. 3.4 WARRANTY A. The complete manifold piping system shall be supplied by the HMS manufacturer to maintain single source responsibility for the system. The complete system shall be defined as all piping and appurtenances within the tank downstream of the tank penetration. Appurtenances include pipe, fittings, horizontal and vertical pipe supports,! expansion joints, duckbill valves, and any other equipment specified within this section of the specifications. B. All piping, pipe support brackets, joint connections, expansion joints, and anchors shall be warranted by the HMS manufacturer against failure under design conditions for a period of one (1) year from the date of final installation approval Iby the Engineer. C. Inlet nozzles shall be warranted by the manufacturer against failure under design operating conditions for a period of one (1) year from the date of final installation approval by the Engineer. Elastomer components damaged as a result of maintenance activities, foreign debris, or excessive exposure to direct ultraviolet and thermal radiation shall be excluded warranted coverage. END OF SECTION 10027142 City of Bremerton Bremerton Reservoir 4 Cover Replacement - HYDRODYNAMIC MIXING SYSTEM (HMS) 464120-8 APPENDIX A CONSTRUCTION FORMS This page left intentionally blank. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e J �E 3 r N r N O O U � L�L Q� U U Z Z a N O N N N N D E E m E a) Q -0 Cl) (a N 7 N N zca O p 7 _ E m ya E a 7 7 N 7 N N � N w 1.6 c a O a m C C r � CL m a N L N C _ o c 0 o E o U N O Q w l�4 — � C (a L a L C c '3 v `o N N U V O 0 O N G U E c'-C) N U O N c C o L E m N C U U O 0 'U a U c .c N O CO L O a N ° m• � m cn O O O V d N > w C O C L m o m ma g a 'N G a c � r E O N C - O E = E �° N •� L 7O Q C O .00 U C NO d N N V N i E r� m Ng m w E c •° E o C U O r C L ° m E •> O E c d a w U o m m �E 3 r N r N O O U � U U a N a N O N N N N E E a) Q Q (a N N a) N N 41 D) E E m ya E .T+ 7 N 7 N N � N w E c a O a m C C r � C U C U jn C C C Ec�caa O E (D.O E @ C Q d > 3 7 5 (D ° � Q o � y � O O O nw m m e 7 A a a; N ,O m E co E > N U o 0 d a E N N m m .3 a c N w a) > > E ww m o 0 ° N ° a � � O Z n7 > C a) E a) O 3: O U N w .0 O m o U O ~ N U c o c ° aY Z U N X ~ w � E U � a) O — U O C c O O U - O U � 0 a N a) CL E O U a� m O C ° 3 U N w U � d a* � o Z m a N L N C _ o c 0 o E o U N O Q w l�4 — � C (a L a L C c '3 v `o N N U V O 0 O N G U E c'-C) N U O N c C o L E m N C U U O 0 'U a U c .c N O CO L O a N ° m• � m cn O O O V d N > w C O C L m o m ma g a 'N G a c � r E O N C - O E = E �° N •� L 7O Q C O .00 U C NO d N N V N i E r� m Ng m w E c •° E o C U O r C L ° m E •> O E c d a w U o m m 3 3 r N r N O O U U a N a N N N E E Q Q (a N N a) N N 41 D) E E m ya E m 7 N 7 N N � N w c c a O a m C C C U C U jn C C C m O E (D.O E @ C Q d > 3 7 5 (D ° O y � O O O nw m m e 7 A N N ,O m E co E > N U o 0 d a E c o m m .3 a7 m O N w a) > > E ww m o 0 ° N ° a > r n7 > C a) E a) O 3: O U N w .0 ca c U m a N L N C _ o c 0 o E o U N O Q w l�4 — � C (a L a L C c '3 v `o N N U V O 0 O N G U E c'-C) N U O N c C o L E m N C U U O 0 'U a U c .c N O CO L O a N ° m• � m cn O O O V d N > w C O C L m o m ma g a 'N G a c � r E O N C - O E = E �° N •� L 7O Q C O .00 U C NO d N N V N i E r� m Ng m w E c •° E o C U O r C L ° m E •> O E c d a w U o m m CITY OF BREMERTON REQUEST FOR INFORMATION Log No. (Unique, Chronological) Project Title: Project No.: Contractor: Contract Date: Date: Information Description: Contractor's Authorized Signature: Date: Information Description: Owner's Authorized Signature: (For Contractor's Use) Subject: (For Owner's Use) Subject: 1 1 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: Date: ATTACHME Project Name Project #: Contractor: Notice to Proceed Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON Method of determining change in Contract Price: ❑ Unit Price ❑ Lump Sum ❑ Time & Materials ❑ Other: Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON k, .t 0 0. © 0 C : 0 2 U � .2' U � � Q @ U O LL L D o } ( } \ © ( 3 o \ \ IL O} ( ( %CD m § }m }0 \ e ( \ E m / : E : (2 m Q 0 D \} k 7 z @= e 5 7{ \{ $\ \ 0 ] ) \ - 7 { U)� 0) 0 £ \9 2 e Q t = \\ / / 2/ 4 . $ 0 a). } \ } / a/ \ \ } � } k / } \ ) § 0 \ F- :r k } 0 «_\ /! . E } ° } g3 \ 2 + � Em § CD 01 }� }0 }E }� }. } ;w } . \ £ {22/ -p. «0 \ } } } \ \ ± 6} / /} o 0': } { 1 1 1 1 1 1 1 1 1 1 1 1 1 e r 1 1 a»d: ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <Project Title> <City Project Number>- <City Construction Contract Number> <CONTRACTOR>, hereby indicates agreement with, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use taxes, and the final Contract Time of <NNN Days>, as full and final compensation for all Work performed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. <CONTRACTOR> By: Title: Date: Certificate of Notary Subscribed and sworn to before me this day of This page left intentionally blank. i 1 1 1 1 1 1 1 1 1 1 r1 t APPENDIX B DRAWINGS OF EXISTING FACILITIES - FOR REFERENCE ONLY I i This page left intentionally blank. 1 1 1 i 1 1 i SM r4W'l n n 9 .t t t t ���'"`T.1 �/�►�� ���� rili►+�ir1111 il�i�i�„ uo LLI • • t HIS A Q v 0 s§ m;a 0 -. ` a G 4 ygr fag S a a rr n s S �g8 89 v Enai. o l - }R ZZ W6es G _ w _ d I Il gg gg g.4� gg "�¢ yyyy g Bb 1. e Wags s StzF'�a961 e ONAIE2.-'C tag f0.44��...t: p SbBg.�:rf��I151v t ' p � 441z g3 a fi'gamfs$m�,��ro$aSdu�8,&9$a�6Ea3a"�3a�gElle� �see,E@�t�2ee.€€ U -�1 Ti g43 gq y�5( gg $ v� �� �§ � 9 F•y � � �. � g � -i $QQ � S i�e �3 � � � � g, � � ��iP�. � � z a8� �©�004� i. k 5 L j � T Ll LL e A' H91,s o , ago i o MR! w °+' ° gg XXa � � °o 8 S ®S4N4 Will g'10 , § 1!,. 11 6 �S51 gg -p7° GtQgR' Qo u mm eye\�\\\4�,�: d 4 ` •t �®a.< _ � Y ti 65 Is! null 9 IS dd URN! 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IOf IT > 111111 > m 0 z Z :z > M TANK t o m z 0 z m 0 z 0 0 > m 0 > 0 Z > x 0 x m Q Z m 0 > 0 X Z. M, Z 0 0 z m z 0 m r-4-1 m V1 0 0 z 0 m r-4-1 z m j Im aN�z 0 > m ;'D ml CoA o ;D>W 0, z mom :M12 A QEZ No -1 cz- > Rryry o mm 0 Z' 0 11 gm I Irl` -M m ow X XO M, G) mTI L < w m > < o z .0 > 10 z Z 0 1 Q@ sli o. j� N. N. x 0 0 m M z �g-.! T iY it III r. C) G > O 0 TANK t 7%- IL d. Z. M, 0 m No 0 z m j Im 0 1. a W aN�z 0 > m ;'D ml CoA o ;D>W 0, z mom QEZ No -1 > o mm 0 0 11 gm I -M m ow G) mTI L < w m > < o z .0 > 10 z Z 0 1 Q@ sli o. j� N. N. x 0. w z �g-.! T iY it 0 1. a W Client#: 165601 JMGCONS ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YWY) 01/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Propel InsurancePHONE Seattle Commercial Insurance NAME: Joy Arakaki 800 499-0933 FA866 577-1326 Ext): AICX , No ECA Lo, ADDRESS: joy.arakaki@propelinsurance.com 925 4th Ave, Suite 3200 Seattle, WA 98104 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Scottsdale Indemnity Company 15580 INSURED JMG Constructors, LLC P.O. Box 241 Keyport, WA 98345 INSURER B: Scottsdale Insurance Company 41297 INSURER C: Ohio Security Insurance Company 24082 INSURER D: Liberty Mutual Insurance Compa 23043 INSURER E INSURER F: GEN'L COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EXP MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FOCCUR BI/PD Ded:5,000 X X BCS0035375 5/15/2016 05/15/2017 / EACH OCCURRENCE $1,000,000 PREMISES (E. occur ence $100,000 X MED EXP (Any one person) $ 5,000 GEN'L PERSONAL 8 ADV INJURY $1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY FX] ECOT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMPIOPAGG $2,000,000 $ D AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS X BAS56639176 5/15/2016 05/15/201 COBINED SINGLE LIMIT Ea Maccident 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X XLS0099581 5/15/2016 05/15/2017 EACH OCCURRENCE $4,000,000 AGGREGATE s4,000,000 DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITYSTATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A (WA Stop Gap) BCS0035375 5/15/2016 05/15/201 PER OTH- IER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 V E.L. DISEASE -POLICY LIMIT 1$1,000,000 C Commercial P BKS56639176 5/1512016 05/15/201 Limit: $150,000 Deductible: $500 DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) RE: Reservoir 4 Cover Replacement Project. City of Bremerton, the Engineer, and their consultants and subconsultants and their officer's, director's, agents, and employees are named as additional insured per attached endorsements. City of Bremerton 100 Oyster Bay Ave., N Bremerton, WA 98312 ACORD 25 (2014/01) 1 of 1 #S2560920/M2560916 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JYA00 . COMMERCIAL GENERAL LIABILITY CG 20 33 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section 11 — Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. CG 2033 0413 © Insurance Services Office, Inc., 2012 Page 1 of 2 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/ COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION ALL LOCATIONS WHEN YOU AND SUCH PERSON OR ORGANIZATION HAVE AGREED IN COMMERCIAL OPERATIONS ONLY WRITING IN A CONTRACT OR AGREEMENT, EXECUTED PRIOR TO THE "OCCURRENCE" TO WHICH THIS INSURANCE APPLIES, THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN ADDITIONAL INSURED ON YOUR POLICY Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for 'bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contractor agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 ,1 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: ANY PERSON OR ORGANIZATION WITH WHOM THE INSURED HAS AGREED TO WAIVE RIGHTS OF RECOVERY, PROVIDED SUCH AGREEMENT IS MADE IN WRITING AND PRIOR TO THE LOSS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV - Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 Copyright, Insurance Services Office, Inc., 2008 Page 1 of 1 INSURED cg2404a.fap INSTALLATION WARRANTY CONTRACTOR: JMG Constructors, LLC PROJECT: Bremerton Reservoir 4 Cover Replacement Project DATE OF ACCEPTANCE: 7/8/17 MATERIAL: 45 mil Hypalon Colorado Lining International warrants workmanship performed by Colorado Lining International to be free of defects for two (2) years from the date of acceptance. This limited warranty does not include damages or defects in workmanship resulting from acts of God, including but not limited to earthquakes, floods, piercing hail, ice, tornadoes, wind, or force majeure. The term "normal use" as used herein does not include, among other things, the exposure of seams to harmful chemicals, abuse of seams by machinery, equipment, or people, excessive pressure from any source, or strain from any source. Any claim for any alleged breach of this warranty must be made in writing to the President of Colorado Lining International, by certified mail, within thirty (30) days after the alleged defect is first noticed. Should the required notice not be given, the defect and all warranties shall be deemed to have been waived by the purchaser and purchaser shall have no right of recovery against Colorado Lining International. In the event said repairs are to be effected, said repairs shall not be due until the area subject to repair has been located and is in a clean, dry, unencumbered condition. This includes but is not limited to the area available for repair to be free from all water, dirt, sludge, residuals and liquids of any kind. Colorado Lining International is not responsible for any consequential damages or associated costs for draining, cleaning, equipment or labor to prepare the site for repairs. I hereby state that I have read and understand the above and foregoing Limited Warranty and agree to such by signing hereunder. PURCHASER/USER:'( �� l � � C.l 6T f3rfv4r� COLORADO LINING INTERNATIONAL: �� 7ao�� PCF0,"LORAWLINNIAVIN TERNATIONAL L, -.,no ' Colorado Texas California 800-524-8672 888-546-4641 619-741-3973 LIMITED WARRANTY tiufN� FOR CSPE LINERS, COVERS AND BAFFLES burr® Warranty No. ly' '' 117Z. Effective Data: MOMS adwisio,01&AeIndustries BURKE INDUSTRIES, INC., as manufacturer, warrants each Burke P lin r cover an e ' ;ct1 is manufactured, sold as first quality, fabricated and installed by or under direct supervision or control of !ri defects in materials at time of delivery with the basis for judgement of defects bein the licable(1 lobe furnished free of manufacturing the time the order was placed unless modified by mutual written agreement, and g p urke product specifications in effect at 9 ) shall not develpp cracks/holes which through the membrane due solely to the effects of normal weathering for a period oJr fl : ears frq Bring" does not include physical damage caused by Acts of God, casualty, or catastrophe such as but m the date of delivery. " go completely Normal Beath- ( not limited toll Barthquakes,ion, mechanical fire, abuse explo- sion, floods, lightning, piercing hail, tornados, or exposure of the membrane to harmful chemicals, corrosive air pollution, mechanical abuse by machinery, equipment, people or animals, or excessive flexures, pressures or stress from any source. Should defects or weathering degradation occur within the scope of the above warranty, Burke will, at itsi option, refund to the purchaser -user the pro -rata portion of the unexpired term of the warranty based on the purchaser -user's original cost of such product, or will supply repair or replacement materials at the then -current price. In the event Burke supplies repair or replacement materials against the then -current price, Burke will credit the lesser of (1) the pro -rata part of the original sales price of the material so repaired or replaced for the unelapsed period of the warranty, or (2) the pro -rata part of the then -current price of the material so repaired or replaced for the unelapsed period of the warranty. To enable Burke's technical staff to properly determine the cause of any alleged defect and to take appropriate steps to effect timely corrective measures if such defect is within the warranty, any claim for alleged breach of warranty must be made and presented in writing to Burke and the installing contractor within thirty (30) days after the alleged defect was first noticed, or the defect and all warranties will be deemed to have been waived by the purchaser -user. Burke's liability under this warranty shall in no event exceed the amount of the sale price of the material sold to the purchaser -user for th particular installation in which it failed. No allowance will be made for repairs, replacements or alterations made by the purchaser -user unless e done with Burke's consent in writing. Burke Industries, Inc. neither assumes nor authorizes any person other than an officer of the company to assume for it any other additional liability in connection • h he Bur Tiger, cov r or fle. If the Burke liner, cover or baffle is installed by other than �( rect super- vision or control of the above, neither this warranty or any other Burke warranty all be in effect or XceablerAll mateactor s Is soldr the other than as first quality are sold "as -is" and without Burke warranty of any kind or nature. Included in this warranty are reservoir cover and products and baffles furnished by Burke Industries provided these cover and baffle products are specifically made and installed for potable water, floating cover and baffle applications. All warranties are given for individual installations and to become effective Burke Industries must have a certificate of installation stating: date installed, supervisor of installation, location, and the product code of Burke Industries material. BURKE'S LIABILITY FOR THE MERCHANTABILITY AND USE OF THE PRODUCT IS EXPRESSLY LIMITED TO ITS WARRANTY SET OUTABOVE. THIS DISCLAIMER AND WARRANTY AGREEMENT IS EXPRESSLY IN LIEU OF ANY AND ALL REPRESENTATIONS AND WARRANTIES EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE, WHETHER ARISING FROM STATUTE, COMMON LAW, CUSTOM OR OTHERWISE. THE REMEDY SET FORTH IN THIS DISCLAIMER AND WARRANTY AGREEMENT SHALL BE THE EXCLUSIVE REMEDIES AVAILABLE TO ANY PERSON. NEITHER BURKE INDUSTRIES, INC., NOR ITS APPROVED APPLICATION CONTRACTORS SHALL BE LIABLE FOR ANY SPECIAL, DIRECT OR CONSEQUENTIAL DAMAGES RESULTING FROM THE USE OF THIS PRODUCT A CAUSED BY THE DEFECT, FAILURE OR MALFUNCTION OF THIS PRODUCT NOR ANY OTHER LOSSES OR INJURIES, ODUCT O CLAIM AUS FOR SUCH DAMAGES, LOSSES OR INJURIES IS BASED UPON WARRANTY, CONTRACT, NEGLIGENCE, OR OTHERWISE. BY ACCEPTING DELIVERY OF THE MATERIALS, THE PURCHASER -USER EXPRESSLY WAIVES ALL OTHER SUCH POSSIBLE WARRANTIES, LIABILITIES AND REMEDIES EXCEPT THOSE SPRtIFICALLY GIVEN HEREIN AND PURCHASER -USER ACKNOWLEDGES THEREBY THAT THE WARRANTIES GIVEN HEREIN ARE ACCEPTED IN PREFERENCE TO ANY OR ALL SUCH OTHER POSSIBLE WARRAN- TIES, LIABILITIES AND REMEDIES. UNDER THE TERMS OF THE WARRANTY, BURKE SHALL NOT BE RESPONSIBLE FOR THE IMPOUNDMENT DESIGN NOR THE INSTALLATION WORKMANSHIP OR INCIDENTAL MATERIALS. This warranty is limited to installations for commercial and/or industrial uses only and does not apply to customer uses as defined by the Magnuson -Moss Warranty Act or any similar state consumer warranty statute. The parties expressly agree that the sale and use of hereunder is for commercial or industrial purposes only. In order for this warranty to take effect, it, (Form #13100165), must be signed below by the purchaser -user and returned to Burke within (1) ninety (90) days after the date of completion of the Installation Certification Form #13100167, which must be completed and signed by the purchaser -user and the installation contractor within thirty (30) days after the date of completed installation of the material, or (2) within one (1) year following the date of delivery of the material to the purchaser -user, whichever date is earlier, IF NOT SIGNED AND RETURNED TO BURKE INDUSTRIES WITHIN SUCH PERIODS, THIS WARRANTY WILL NOT TAKE EFFECT, AND IN SUCH EVENT THE GOODS SOLD TO THE PURCHASER ARE SOLD "AS IS" AND BURKE DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES OF THE PRODUCT IN ADDITION TO ITS DISCLAIMERS SET FORTH ABOVE. Please complete and mail to: Burke Industries Sales Manager Liners, Covers and Baffles 2250 South Tenth Street San Jose, CA 95112 Narrle QI Rurchaser ompanv Lo'of Instauaiion (address, city state, zip) W! H, /) zu_// S Name Ali 2250 South Tenth Street • San Jose, CA 95112 • 408-297-3500 or 800-669-7010 • Fax: 408-280-0699 • www.burkeind.com rarrvr,ac ZZ u ke an engineered polymers company ,,,P ndU stries BURKE ENVIRONMENTAL PRODUCTS ADDENDUM 15 + 15 = 30 The 30 Year Membrane Warranty functions in this way. A 15 year weathering warranty covers the entire membrane cost for the first fifteen years. In the 16th year the warranty then becomes a prorated warranty beginning on the first day of that year and extends through the balance of the 30 year period. All other terms and conditions of the attached warranty apply. All Liner and Cover membranes are now produced using Tosoh CSPE resin as the sole elastomer. G 7.0-11 A horized Signature/Date P,eS ryo i Ir -'/ Cc> vel 6p6o-el K, Q10� Project Name and Address City of Bremerton, Reservoir 51 4-e- j4Jbl (e s5 B ee- vv,%,e/ Gam:► A q,9>3tZ INSTALLATION CERTIFICATION Burke Environmental Products Must be Completed by Purchaser -User and Installer prior to issuance of Warranty A. PURCHASER -USER Name: City of Bremerton, Washington Billing Address: 345 Sixth Street City, State, Zip: Bremerton, WA 98337 Material Specified: 45 mil Hypalon (Cream) Product Code: Type of Installation: Reservoir Size of Installation: 75,846 Square Feet Type of Industry: Public Works and Utilities INSTALLATION LOCATION: 600 Feet South of Roosevelt Blvd SHIPPING ADDRESS: _ Vt W, Bremerton WA 98312 Street city State Zip Purcha r -U er acknowledges receipt of materi I and co pletion of Installation: ,Prrlecf Pit Date Signature Title B. INSTALLATION CONTRACTOR Name Colorado Lining International Address 1062 Singing Hills Road, Parker, CO 80138 Street City State Zip Installation Contractor hereby acknowledges that all specifications, engineering drawings and on-site recommendations have been complied Ith: Date Signature Title C. INSTALLATION ASSISTANT D. Burke Office Use Certification No. Mail To: Burke Environmental Products Sales Manager Liners/Covers 2250 South Tenth Street San Jose, CA 95112-4197 n/a Date Signature tn! 639Z 7. Yr Warranty requested 3 11 Warranty No. Effective Date Fax To: (408) 280-0938 INSTALLATION CERTIFICATION Burke Environmental Products Must be Completed by Purchaser -User and Installer prior to issuance of Warranty A. PURCHASER -USER Name: City of Bremerton, Washington Billing Address: 345 Sixth Street City, State, Zip: Bremerton, WA 98337 Material Specified: 45 mil Hypalon (Pearl Green) Product Code: Type of Installation: Reservoir Size of Installation: 89,000 Square Feet Type of Industry: Public Works and Utilities INSTALLATION LOCATION: 600 Feet South of Roosevelt Blvd SHIPPING ADDRESS: `oz� g l kZ _ kv : Bremerton WA 98312 Street City State Zip Purcha er- ser acknowledges receipt of m4tpr J ltd comhlet' n of Installation: 1111-1 Date Sibo6ture Title B. INSTALLATION CONTRACTOR Name Colorado Lining International Address 1062 Singing Hills Road, Parker, CO 80138 Street City State Zip Installation Contractor hereby acknowledges that all specifications, engineering drawings and on-site recommendations have been complied rth: Date Signature Title C. INSTALLATION ASSISTANT D. Bur Office Use Only: crw-761L 22 Certification No. Mail To: .. Burke Environmental Products Sales Manager Liners/Covers 2250 South Tenth Street San Jose, CA 95112-4197 n/a Date Signature 15 ++ 155 Yr Warranty reques ed Warranty No. Effective Date Fax To: (408) 280-0938