Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5155
Contract Number 5155 Vendor SOUTH BAY EXCAVATING, INC. Subject Kiwanis Park and Green Streets Project Department* Parks File Class- LEG 12-1 Begin Date. 7/2/2012 End Date Review Date. Vault Date Comments CO #1 11/7/12, CO #2 1/24/13, CO #3 8/20/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 3 PROJECT NAME Kiwanis Park and Green Streets Project PROJECT NO 826 CONTRACTOR South Bay Excavating ORIGINAL CONTRACT AMOUNT $1,041,300 75 DAYS 120 PREVIOUSLY APPROVED CHANGES $29,596 34' DAYS THIS CHANGE $31,536 89 DAYS REVISED CONTRACT AMOUNT $1,102,433 98 DAYS This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT C) IN CONTRACT TIME CONTRACT AMOUNT EXTENSION It AMOUNT ($) (DAYS) Of ix ($) X 1 Schedule A. Removal of Item 28 (Paint Line) and Item 29 -$4,13850 (Paint Crosswalk Line) X 2 Schedule A Quantity Variations $32,49622 X 3 Schedule A• Work Change Directive $1,09064 Sawcut and Seal 69 LF of Pavement on 4`h Street X 4 Schedule A Invoice for 6 Barricades $16127 X 5 Schedule A Final Invoice for Barricades $15953 6 Schedule A Adjustment to Change Order #1 Items 3, 6-9 -$2,80387 Based on actual measured quantities Total of Change Order: Schedule A $26,965.29 1 Schedule B Force Account Work— 1.16 13 $68458 Asphalt Pathway on South Side of Park 2 Schedule B: Force Account Work — 5 8 13 $3,52500 Hydroseed remaining soccer field Subtotal of Change Order: Schedule B $4,20958 8 6% Sales Tax $36202 Total of Change Order Schedule B $4,57160 NET CHANGE IN CONTRACT AMOUNT $31,536.89 INCREASE OR DECREASE CONTRACT CHANGE ORDER NO 3 PROJECT NAME Klwanls Park and Green Streets Project Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation', claims related to contract time, on-site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDED b%2k113 RECOMMENDED ACCEPTED APPROVED PROJECT ENGINEER PARKS DIR CTOR CONTRACTOR APPROVED AS TO FORM ATTEIQ _)�, / "v Bremertoh Ci Attorney City Clerk Page 2 of 2 Date 6_47- Z03 Date Z�--e Date Contract Number 5155 Vendor SOUTH BAY EXCAVATING, INC. Subject Kiwanis Park and Green Streets Project Department. Parks File Class LEG 12-1 Begin Date 7/2/2012 End Date• Review Date: Vault Date. Comments. CO #1 11/7/12, CO #2 1/24/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 1 PROJECT NAME Kiwanis Park and Green Streets Project PROJECT NO 826 CONTRACTOR South Bay Excavating ORIGINAL CONTRACT AMOUNT $1,041,300 75 DAYS 120 PREVIOUSLY APPROVED CHANGES $0 00 DAYS THIS CHANGE $22,640 61 DAYS REVISED CONTRACT AMOUNT $1.063.941 36 DAYS This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT IN CONTRACT TIME n CONTRACT AMOUNT EXTENSION AMOUNT($) (DAYS) ($) X 1 Schedule A: Work Change Directive #1 $1,50000 Place 50 CY of fill along the 5�' Street sidewalk to elevate subgrade for $30/CY Final cost determined by field measurements 0 0 X 2 Schedule A: Work Change Directive #2 Excise base course from Detail Sheet C5 00 X 3 Schedule A: Work Change Directive #3 $6,18975 Added cost for haul and disposal for Structure Excavation Class B at $35 37/CY Estimated quantity is 175 CY Final cost determined by field measurements X 4 Schedule A: Work Change Directive #4 $1,68259 Remove 13 signs on 4`i' Street for $129 43/sign X 5 Schedule A: Force Account #1 $701 51 Delay caused by utility conflicts when installing storm crossing at 5h Street X 6 Schedule A: Field Order #1 $2,64350 Install Area Drain in sidewalk at 5b Street and 30' of PVC pipe to connect with drainage structure Final cost determined by field measurements using unit bid price X 7 Schedule A: Field Order #2 $74400 Replace sidewalk and curb at former Maintenance Access on 4h Street Final cost determined by field measurements using unit bid price X 8 Schedule A Field Order #3 $52700 Install 17 sy of Concrete sidewalk at SE corner of park Final cost determined by field measurements using unit bid price X 9 Schedule A: Field Order #4 $58000 CONTRACT CHANGE ORDER NO PROJECT NAME Kiwanis Park and Green Streets Project Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change IC7=KdLT, 1u1_:4► 01:401 PROJECT ENGINEER Page 2 of 3 7 Date Remove and replace sidewalk in 3 locations at 4th Street to install irrigation sleeves Final cost determined by field measurements using unit bid price Total of Change Order: Schedule A $14,568.35 X 1 Schedule B: Work Change Directive #1 $1,43302 Regrade park due to damage from placing boulders and resurvey hubs X 2 Schedule B: Work Change Directive #2 $3,00000 Picnic shelter adjustments X 3 Schedule B: Work Change Directive #3 $3,00000 Sod designated areas at lower field Subtotal of Change Order: Schedule B $7,43302 8.6% Sales Tax $63924 Total of Change Order: Schedule B $8,072.26 NET CHANGE IN CONTRACT AMOUNT $22,640.61 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change IC7=KdLT, 1u1_:4► 01:401 PROJECT ENGINEER Page 2 of 3 7 Date PROJECT NAME RECOMMENDED ACCEPTED APPROVED CONTRACT CHANGE ORDER NO Kiwanis Park and Green Streets Proiect PARKS DIR MAY-eR APPROVED AS TO FORM ATTEST. Nttl� City Clerk Page 3 of 3 Date Z! :z - Date Date CITY OF BREMERTON 345 6TH STREET SUITE 600 BREMERTON, WA 98337-1873 V [-26681 SOUTH BAY EXCAVATING INC N 1333 MAPLE VALLEY RD SW 0 OLYMPIA WA 98512 R L PURCHASE ORDER NO. 12132-1 PAGE NO 1 S H PARKS & RECREATION CITY OF BREMERTON P 680 LEBO BLVD T BREMERTON WA 98310 ATTN COLETTE BERNA I ORDER DATE 08/16/12 1 BUYER PARKS DEPARTMENT REQ NO 12138 REQ DATE 08/16/12 TERMS NET 30 DAYS F 0 B DESTINATION DESC ITEM# QUANTITY I UOM I DESCRIPTION UNIT PRICE EXTENSION fly. 1.00 EACHCONT T #5'.55 XIWAMIS PARK AND 13, VEN 958840.4700 558 , 840.47 STREETS PROL'ECT SALES TAX: 82,460.28 ITEM#1 ACCOUNT 01 594.7659 56310 01 594.38328 56310 01 594.38328 56310 CEI I, the undersigned, do hereby certify and furnished, the services rendered or the lat payment Is due and payable pursuant to a fulfillment of a contractual obligation, and against the city and that I am authorized to AMOUNT PROJECT CODE PAGE TOTAL $ TOTAL $ 59139 100,000 00 826 &11004 93,000.00 8235 C1,fjCS00 FICATION penalty of penury, that t e materials have been performed as described h rein, that any advance ntract or is available as ar option for full or partial at the claim is a lust, due and unpaid obligation thenticate and certify to sE Id claim 1,041,300 75 1;,V-63., g'11, 36 1 APPROVED BY RASING OFFICER CONTRACT CHANGE ORDER NO 2 PROJECT NAME Kiwanis Park and Green Streets Project PROJECT NO 826 CONTRACTOR South Bay Excavating ORIGINAL CONTRACT AMOUNT $1,041,300 75 DAYS 120 PREVIOUSLY APPROVED CHANGES $22,640 61 DAYS THIS CHANGE $6,955 73 DAYS REVISED CONTRACT AMOUNT $1,070,897 09 DAYS This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE (DECREASE) IN CONTRACT ^o IN CONTRACT TIME CONTRACT AMOUNT EXTENSION AMOUNT ($) (DAYS) ($) X 1 Schedule A: Force Account Work —10.03.12 $51375 Install CB at 40'Neneta X 2 Schedule A: Force Account Work —10.04.12 $49588 Broke unmarked water line while installing finger drain at 4`s/ Veneta X 3 Schedule A: Force Account Work —11.08 12 $22050 Tree root cutting X 4 Schedule A: Force Account Work —12.10.12 $6105 Plug existing storm drains X 5 Schedule A: Force Account Work —12 10.12 $8572 Plug existing storm drains X 6 Schedule A: Force Account Work —12.12.12 $22330 Interruption of Work — Water Service Hit X 7 Schedule A: Force Account Work —12.17.12 $3441 Replace and Raise Water Valves Total of Change Order: Schedule A $1,634.61 1 Schedule B: Force Account Work —10.25.12 $74974 Grading for Boulder Placement 2 Schedule B: Work Change Directive #4 $4,15000 Restore slope grades and install erosion control blanket CONTRACT CHANGE ORDER NO: 2 PROJECT NAME. Kiwanis Park and Green Streets Project Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature ansing from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDED RECOMMENDED ACCEPTED APPROVED PROJECT ENGINEER Date '�R Date APPROVED AS TO FORM: ATTES Breiberton City Attorney City Clerk Page 2 of 2 Subtotal of Change Order: Schedule B $4,899.74 8.6% Sales Tax $421.38 Total of Change Order: Schedule B $5,321.12 NET CHANGE IN CONTRACT AMOUNT $6,955.73 INCREASE OR DECREASE Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature ansing from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDED RECOMMENDED ACCEPTED APPROVED PROJECT ENGINEER Date '�R Date APPROVED AS TO FORM: ATTES Breiberton City Attorney City Clerk Page 2 of 2 Contract Number 5155 Vendor: SOUTH BAY EXCAVATING, INC. Subject: Kiwanis Park and Green Streets Project Department: Parks File Class- LEG 12-1 Begin Date- 7/2/2012 End Date Review Date: Vault Date: Comments: CONTRACT CITY OF BREMERTON, KITSAP COUNTY, WASHINGTON THIS AGREEMENT, made and entered into this V?le day of "'L 20/2-,, 20� between the City of Bremerton under and by virtue of Title 35 RCW (cities) as hiAended, and South Bay Excavating, Inc. hereinafter called the Contractor WITNESSETH That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows I The Contractor shall do all work and furnish all tools, materials and equipment for the Kiwams Park and Green Streets Project, in accordance with and as described in the attached Plans and Specifications, and the 2012 Standard Specifications of the Washington State Department of Transportation which are by this reference incorporated herein and made part hereof and shall perform any changes in the work in accord with the Contract Documents The Contractor shall provide and bear the expense of all equipment, work, and labor, of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in these Contract Documents except those items mentioned therein to be furnished by the City of Bremerton II The City of Bremerton hereby contracts with Contractor and Contractor hereby agrees to provide the materials and to do and cause to be done the above described work and to complete and finish the same in accord with the attached Plans and Specifications and the terms and conditions herein contained and hereby Contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices at the time and in the manner and upon the conditions provided for in this Contract III The Contractor is and shall be at all times acting as an independent contractor and not as an employee of the City The Contractor shall secure at its expense, and shall be responsible for all payments of income tax, social security, state industrial insurance compensation, unemployment compensation, and all other payroll deductions for the Contractor, officer, agents, employees and sub -contractors The Contractor shall also secure all applicable business licenses, if required, in connection with the contract services, including all required licenses for Contractor's officers, agents, employees and subcontractors W The Contractor for himself/herself, and for his/her heirs, executors, administrators, successors, assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor V It is further provided that no liability shall attach to the City of Bremerton by reason of entering into this Contract, except as provided herein VI INDEMNIFICATION Contractor shall defend, indemnify and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits including all legal cost and attorney fees, arising out of or in connection with the performance of this agreement, except for injuries and damages solely caused by the City's negligence The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification Should a court of competent jurisdiction determine that this agreement is subject to RCW 4 24 115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMNIFICATION CONSITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF THIS INDEMNIFICATION THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER The provisions of this section shall survive the expiration of termination of this agreement IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first below written and the Local Agency Approving Authority has caused this instrument to be executed by and in the name of said City of Bremerton the day and year first above written Executed by the Contractor this 1 ad day of , 20� S f9 i t-{'11 /KM i/uf%�► Con for Executed by the Local Agency this 3 2D day of Slit L 1 f 20 / ?/ (SEAL) /Yl%1- City of Bp Approving Authority City of Bremerton Atto 71 C, Proposal To. The City of Bremerton City Clerk 345 6's Street, Suite 600 Bremerton, Washington 98337 This certifies that the undersigned has examined the location of Kmwams Park and Green Streets Project City of Bremerton No 826 In the City of Bremerton And that the Plans, Specifications, and Contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this unprovement, or as much thereof as can be completed with the money available in accordance with the said Plans, Specifications, and Contract; and the following schedule ofrates and prices (Note Unit prices for all items, all extensions and total amount of bid must be shown- All entries must be typed or entered in irk ) City of Bremerton April 2012 Kiwanis Park and Green Streets Project LD4 PROPOSAL FORM: GREEN STREETS, SCHEDULE A The bid proposal form require bidders to submit bid prices for one or more items on various bases, including (1) lump sum base bid, (2) lump sum bid alternate prices and (3) unit paces The undersigned hereby certifies that he/she has examined the location and construction details of work as outlined on the Plans and Specifications for Project No 826 and has read and thoroughly understands the Plans and Specifications and contract governing the work embraced in this improvement and the method by which payment will be made for said work, and hereby proposes to undertake and complete the work embraced in this improvement in accordance with said Plans, Specifications and contract and at the following schedule of rates and prices NOTE 1, Unit prices of all items, all extensions and total amount of bid should be shown Show unit prices in figures only 2 Bidder shall refer to Contract Plans and Specifications where information may be found regarding each contract item, including Standard Specifications and Special Provisions 3 The Base Bid will be determined by adding the total of Schedule A and Schedule B 4 Mobilization for the project will be split between Mobilization for Schedule A and Schedule B Mobilization for Schedule A and Mobilization for Schedule B will both be the same percentage of the total for each respective Schedule Item - Item Description Unit- Estimated Unit Price Total Cost No uanti 1 Mobilization L S 1 025 000 00 a 5 DIAD. Oo 2 Project TemporaryTraffic Control LS 1 12,500-00 S 12, 500.00 3 Temporary Erosion & Sediment L S 1 Control '33`iS OC) 5.00 4 Structure Excavation, Class B C Y 175 3 t• 57 S 5 q86. 2.5' 5 Remove Existuig Si s Ea 17 $ 35-00 $ 5-15-00 6 Demolish Catch Basin Ea 2 $3tfo. 00 $ 680, 00 7 Removing Asphalt Concrete S Y 1,710 Pavement 19. SO 33,3y5.00 8 Remove Cement Concrete Curb L F 548 and Gutter '4 00 Syg, 009 Remo -ye Cement Concrete S Y 854 Sidewalk ��,,cc p �. 00 (,g6, 00 10 Crushed Surfacing Top Course Ton 140 7N 00 0 60. 8 1 I HMA for Pavement Patch Cl %i" Ton 154 PG 64-22 (G5 60 a �aS(0 . DO 12 Catch Basin T e l Ea 5 Op 13 Connection to Drainage Structure Ea 5 p, p0 ( �, 00 14 Trench Drain L F 30 $4J,(l0. 0p 15 Gravel Backfill C Y 78 pp $ 55 O.Op' - 3 90. flim 16 Adjust Catch Basin Ea 12 pQ, pp 17 Perforated PVC Underdram Pipe, L F 75 8-m dia a �. 50 00 . 66 18 Ductile Iron Sewer Pipe, 8 -in dia L F 59.5-7-00 , 00 19 Cement Conc Type C-1 Curb L F 1,829 0 g .(old 20 Concrete Driveway Ea 4 S. 00 S. 3p0. pn 21 Permeable Interlocking Concrete S F 1,375 LS 99. 00 A5-0. 00 City of Bremerton April 2012 Ktwanis Park and Green Streets Prolect .LDS Alternate Bid Alt Pavement Unit Estimated Unit Price Total Cost 22 Cement Cone Curb Ramp Type A Ea 23 �j�$, pp 23 Cement Conc Curb Ramp Type B Ea 20 p 12.5(w. 24 Cement Conc Sidewalk S Y 275 ,pp , pp 25 Porous Conc Sidewalk S Y 4863D - (Do /I 6&p - p 26 To Soil T e A C Y 34 . OO 55 Oo 27 Bioretention Soil Mix C Y 245 �% o 28 Pauit Line L F 2,202 .. °�a'©� /of , pp 29 Paint Crosswalk Line S F 2,250 5- p p 30 Roadway Surve inaL S 1 ,Co ? Base Bid Total Alternate Bid Alt Item Description Unit Estimated Unit Price Total Cost No Quantity Al Share the Road/Bicycle Sign Ea 18 `?0, 60 p pp A2 Painted Bike Sharrow Symbol Ea 18 p, p A-1 Porous Concrete with Integral S F 1,375 Color 1.70 A3 Minus Base Bid Item 20• S F 1,375 Permeable interlocking Concrete .. °�a'©� ' 30t 0-50-00 Pavement Alt. Bid Total $ —);L, 62 .Oct Schedule A: Base Bid + 7 O -T. g Alternate Bid The City reserves the right to delete any alternate bid item identified in the bid proposal. City of Bremerton April 2012 Kiwanis Park and Green Streets Prolect LD6 PROPOSAL FORM: KIWANIS PARK, SCHEDULE B The bid proposal form requires bidders to submit bid prices for one or more items on various bases, including (1) lump sum base bid; (2) lump sum bid alternate prices and (3) unit prices The undersigned hereby certifies that he/she has examined the location and construction details of work as outlined on the Plans and Specifications for Project No. 826 and has read and thoroughly understands the Plans and Specifications and contract governing the work embraced in this improvement and the method by which payment will be made for said work, and hereby proposes to undertake and complete the work embraced in this unprovement in accordance with said Plans, Specifications and contract and at the following schedule of rates and prices NOTE. 1 Bidder shall refer to Contract Plans and Specifications where information may be found regarding the Lump Sum line items, including Standard Specifications, Special Provisions, and Kiwanis Park Technical Specifications All references to measurement and payment in the Standard Specifications and Special Provisions shall be deleted when not applicable to Lump Sum line items 2 Lump Sum shall include providing of all supplies, tools, equipment, transportation, utilities, services, mobilization, demobilization, superintendence, and labor, and famishing of all materials, items, and accessories needed for the total construction of the project in strict conformance with the Contract Documents The intent of the Contract Documents (plans, specifications, contract) is that the Contractor will produce a complete project with all materials andNuipment in place and all systems operative 3 The Total Bid Amount will be determined by adding the total of Schedule A and Schedule B. 4 Mobilization for the project will be split between Mobilization for Schedule A and Schedule B Mobilization for Schedule A and Mobilization for Schedule B will both be the same percentage of the total for each respective Schedule A SCHEDULE B BASE BID For the Base Bid for Kiwanis Park Improvements, as defined in the Contract Documents, the sum of 0 Schedule B: Base Bid $ 5"75 7 5 O cmc SPECIAL COST IDENTIFICATION For purposes of isolating costs for special reimbursement and sales tax exclusion for the Owner and for meeting legal requirements only, identify the portion of the Schedule B Base Bid amount for the following items of the Work Trench safety protection I $ -?-s O. O O The bid amount contains work that requires trenching exceeding a depth of four (4) feet, and all costs for trench safety shall be included in the Schedule B Base Bid and indicated above for adequate trench safety systems in compliance with Chapter 39 04180 RCW, Chapter 4917 RCW, and WAC 296-155-650 Bidder must include a lump sum dollar amount in blank above (even if the value is $0 00, to be responsive) C STATE & LOCAL SALES TAX_. The above submitted bid does not include State or Local Sales 'f Tax, but does include all the other applicable taxes City of Bremerton .4pril2012 Kiwanis Park and Green Streets Project LD7 P' 8 6% Sales Tax $ O$ , 5o S 1({ •5 p D OVERHEAD & PROFIT-. The submitted bid includes all of Contractor's overhead and profit or fees Alternate Bid an addition to the Schedule B Base Bid provide the following as shown in the vlans) Alt No Item Descnpbon (Including 8 6% Sales Tax) Total Cost Al Engraved Letters at Wall "Union Hill Steps" $ $E$, o A2 Seat Walls $ S .00 A3 Removeable Wood Bollards $1. 62.9 , A4 Entry Plaza Sundial — Engraved Letters and Syrools $ qq S. 6o A5 Landscape Boulder Placement $ Sc{ , c(p A6 Automatic irri ation System A7 Purchase Picmc Shelter $ g3 936 po A8 I Install Picnic Shelter $ se e2—yo Alt. Bid Total 56 81.3 o Schedule B: -Base Bid-+--- - 4 -- Alternate Bid UJJ I $L, L . Grand Total: Schedule A (Base Bid + Alternate Bid) + Schedule B Base Bid + Alternate Bid $1 O 5 The City reserves the right to delete any alternate bid item identified in the bid proposal. City of Bremerton April 2012 Knvanis Park and Green Streets Project LD8 PROPOSAL — CONTINUED The bidder is hereby advised that by signing of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates herein A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximated estimate of quantities at the above prices and in the form as indicated below, is attached hereto. Cash Cashier's Check In the amount of Dollars ($ ) payable to the City of Bremerton Cashier's Check In the amount of Dollars ($ ) payable to the City of Bremerton Proposal Bond_ Receipt is hereby acknowledged of (The Bidder hereby acknowledges receipt of addenda by mibalmg after each addendum received ) Addendum No I S— 7 — Zo l L Addendum No 2 Addendum No 3 Cl) Signature of Authorized Official(s): Firm Name �'9GG�G1 &ea Uo—tt "141) f 47 (Address) /333 rn � 9 s� State of Washington Contractor's License No V d 10114LE City of Bremerton Business License No 9� 94/ Federal ID No. 9J —ZZZ6 i A Note 1 This proposal is not transferable and any alteration of the firm's name entered hereon without prior perrmssion from the City of Bremerton will be cause for considering the proposal nonresponsive and subsequent refection of the bid 2 Please refer to Section 1-02 6 of the Standard Specifications, re "Preparation of Proposal " 3 Should it be necessary to mochfy this proposal either in wntmg or by electronic means, please make reference to the following proposal name in your communication Kiwanis Park and Green Streets Protect City of Bremerton April 2012 Knvanis Park and Green Streets Project LD9 NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: 1-800-424-9071 The IJ.S Department of Transportation (U--S-D- OT) operates the above toll-free 'hotline" Monday through Friday, 8.00 a in to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. City of Bremerton April 2012 Kiwanis Park and Green Streets Project LD12 Subcontractor List Subcontractor Name Lo,tro l � ¢ d r4a m , C. Categories of Work' .•Ir o Subcontractor Name Gu e - b Categories of Work agetr,e. Mr k, c4 Subcontractor Name yip ore �,.�P_cft1� Categories of Work E� .cji-j rA 1 Subcontractor Name (oA C,a4C c±a4 aL o Categories of Work i'de <fa ��� c , ,ks . p=r.,m,g cam c ce:ft a„d a -IA er Miyr t�r� rP-� taorY. _ Subcontractor Name („�,� Categones of Work A v n Subcontractor Name Categones of Work Subcontractor Name Categories of Work City of Bremerton April 2012 Knvanzs Park and Green Streets PrQlect LD13 1 fl 1 1� r r rl WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS 11 n 1 1 WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS 1 2 2 2 2 3 3 3 4 5 5 6 6 7 7 7 9 9 10 TABLE OF CONTENTS INTRODUCTION Section 1-01, Definition and Terms January 2, 2012 Section 1-02, Bid Procedures Conditions and January 2, 2012 Section 1-08, Prosecution and Progress January 2, 2012 Section 3-04, Acceptance of Aggregate January 2, 2012 Section 5-01, Cement Concrete Pavement Rehabilitation January 2, 2012 ' Section 6-02, Concrete Structures January 2, 2012 Section 6-12, Noise Barrier Walls January 2, 2012 Section 6-14, Geosynthetic Retaining Walls January 2, 2012 Section 6-15, Soil Nail Walls January 2, 2012 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 Section 6-17, Permanent Ground Anchors January 2, 2012 J Section 7-04, Storm Sewers January 2, 2012 ' Section 8-20, Illumination, Traffic Signal Systems, And Electrical January 2, 2012 Section 8-21, Permanent Signing January 2, 2012 Section 9-04, Joint And Crack Sealing Materials January 2, 2012 Section 9-14, Erosion Control and Roadside Planting January 2, 2012 Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 1 2 2 2 2 3 3 3 4 5 5 6 6 7 7 7 9 9 10 I INTRO AP 1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2012 Standard Specifications for Road, Bridge, and Municipal Construction 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications For informational to purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project 15 16 1-01 API 17 Section 1-01, Definition and Terms 18 January 2, 2012 19 1-01.3 Definitions 20 The definition for "Bid Documents" is revised to read 21 22 The component parts of the proposed Contract which may include, but are not limited to, the 23 Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, 24 for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical 25 Conditions and subsurface boring logs (if any) 26 27 1-02 AP 1 28 29 Section 1-02, Bid Procedures and Conditions January 2, 2012 30 1-02.4(2) Subsurface Information 31 The first two sentences in the first paragraph are revised to read 32 33 If the Contracting Agency has made subsurface investigation of the site of the proposed work, 34 the boring log data, sod sample test data, and geotechnical recommendations reports obtained 35 by the Contracting Agency will be made available for inspection by the Bidders at the location 36 specified in the Special Provisions The Summary of Geotechnical Conditions, as an appendix to 37 38 the Special Provisions, and the boring logs shall be considered as part of the Contract 39 1-08 AP 40 Section 1-08, Prosecution and Progress 41 January 2, 2012 42 1-08.3(1) General Requirements 43 The following new paragraph is inserted after the first paragraph 44 45 Total float belongs to the project and shall not be for the exclusive benefit of any party 46 CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 s GREEN STREETS- 4th & 5'h STREETS 2 u 1 3-04 AP3 2 Section 3-04, Acceptance of Aggregate 3 January 2, 2012 4 3-04.3(7)D4 An Entire Lot 5 The last sentence is deleted 6 7 3-04.5 Payment 8 In the second paragraph, the reference "Section 3-04 3(6)C " is revised to read "Section 3- 9 043(8)" 10 11 5-01 AP5 12 Section 5-01, Cement Concrete Pavement Rehabilitation 13 January 2, 2012 14 5-01.3(2)B Portland Cement Concrete 15 The fifth sentence in the third paragraph is revised to read , 16 17 The lower Specification limit for compressive strength shall be 4,000 -psi 18 19 The last two sentences in the third paragraph are deleted 20 21 6-02 AP6 22 Section 6-02, Concrete Structures 23 January 2, 2012 24 6-02.3(17)F Bracing 25 In the first paragraph, the phrase "per Section 6-02 3(17)1" is revised to read "in accordance 26 with Section 6-02 3(17)1" 27 28 This section is supplemented with the following new sub -section 29 30 6-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and 31 Bridge Deck Concrete Placement 32 Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion 33 in the girders caused by the placing of precast concrete deck panels and concrete for the bridge 34 deck 35 36 Bracing shall be designed and detailed by the Contractor and shall be shown in the 37 falsework/formwork plans submitted to the Engineer for approval These braces shall be 38 furnished, installed, and removed by the Contractor at no additional cost to the Contracting 39 Agency The Contractor may consider the bracing effects of the diaphragms in developing the 40 falsework/formwork plans The Contractor shall account for the added load from concrete 41 finishing machines and other construction loadings in the design of the bracing ' 42 43 Falsework support brackets and braces shall not be welded to structural steel bridge members or 44 to steel reinforcing bars 45 46 6-02.3(17)F4 Temporary Bracing for Bridge Girders 47 This section including title is revised to read 48 CITY OF BREMERTON I KIWANIS PARK IMPROVMENTS APRIL 2012 GREEN STREETS - 4t' & 5'" STREETS 3 1 I 6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection 2 Steel girders shall be braced in accordance with Section 6-03 3(7)A 3 4 Prestressed concrete girders shall be braced sequentially during girder erection The bracing 5 shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork 6 plans submitted to the Engineer for approval The Contractor shall furnish, install, and remove 7 the bracing at no additional cost to the Contracting Agency 8 provisions of Section 6-12 5 9 At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral 10 movement or rotation This bracing shall be placed prior to the release of each girder from the 11 erection equipment If the bridge is constructed with cast -in-place concrete diaphragms, the 12 bracing may be removed once the concrete in the diaphragms has been placed and cured for a 13 minimum of 24 hours 14 is 6-02.3(25)N Prestressed Concrete Girder Erection 16 The third sentence in the fifth paragraph is revised to read 17 18 The girders shall be braced in accordance with Sections 6-02 3(17)F4 and 6-02 3(17)F5 19 utilized, and the number of hours involved for each Once these cost items and their duration 20 6-12 AP6 21 Section 6-12, Noise Barrier Walls 22 January 2, 2012 23 6-12.3(3) Shaft Construction 24 The third sentence in the fifth paragraph is revised to read 25 26 When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of 27 advance of the shaft drilling equipment being significantly reduced relative to the rate of advance 28 for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the 29 provisions of Section 6-12 5 30 31 6-12.5 Payment 32 This section is supplemented with the following 33 34 "Removing Noise Barrier Wall Shaft Obstructions", estimated 35 36 Payment for removing obstructions, as defined in Section 6-12 3(3), will be made for the changes 37 in shaft construction methods necessary to remove the obstruction The Contractor and the 38 Engineer shall evaluate the effort made and reach agreement on the equipment and employees 39 utilized, and the number of hours involved for each Once these cost items and their duration 40 have been agreed upon, the payment amount will be determined using the rate and markup 41 methods specified in Section 1-09 6 For the purpose of providing a common proposal for all 42 bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier 43 Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor 44 ' 45 If the shaft construction equipment is idled as a result of the obstruction removal work and 46 cannot be reasonably reassigned within the project, then standby payment for the idled 47 equipment will be added to the payment calculations If labor is idled as a result of the 48 obstruction removal work and cannot be reasonably reassigned within the project, then all labor 49 costs resulting from Contractor labor agreements and established Contractor policies will be 50 added to the payment calculations 51 52 The Contractor shall perform the amount of obstruction work estimated by the Contracting 53 Agency within the original time of the contract The Engineer will consider a time adjustment and i CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 1 GREEN STREETS - 4`h & 51h STREETS 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 additional compensation for costs related to the extended duration of the shaft construction operations, provided 1 the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08 3 6-14 AP6 Section 6-14, Geosynthetic Retaining Walls January 2, 2012 6-14.2 Materials The referenced section for the following item is revised to read Grout 9-203(4) In the first paragraph, the following items are inserted after the item "Gravel Borrow For Geosynthetic Retaining Wall" Polyurethane Sealant 9-042(3) Closed Cell Foam Backer Rod 9-04 2(3)A 6-15 AP6 Section 6-15, Soil Nail Walls January 2, 2012 6-15.2 Materials The referenced section for the following item is revised to read Grout 9-203(4) 6-15.3(3) Submittals Item f beneath item number 3 is revised to read f Mix design and procedures for placing the grout 6-15.3(6) Soil Nailing This section is supplemented with the following The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813 These samples shall be retained by the Contractor until all associated verification and proof testing of the sod nails has been successfully completed If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 GREEN STREETS - 0 & 5'h STREETS 5 1 6-16 AP6 2 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 3 January 2, 2012 4 6-16.3(3) Shaft Excavation 5 The third sentence in the seventh paragraph is revised to read 6 7 When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of 8 advance of the shaft drilling equipment being significantly reduced relative to the rate of advance 9 for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the 10 provisions of Section 6-16 5 11 12 6-16.5 Payment 13 This section is supplemented with the following 14 15 "Removing Soldier Pile Shaft Obstructions", estimated 16 17 Payment for removing obstructions, as defined in Section 6-16 3(3), will be made for the changes 18 in shaft construction methods necessary to remove the obstruction The Contractor and the 19 Engineer shall evaluate the effort made and reach agreement on the equipment and employees 20 utilized, and the number of hours involved for each Once these cost items and their duration 21 have been agreed upon, the payment amount will be determined using the rate and markup 22 methods specified in Section 1-09 6 For the purpose of providing a common proposal for all 23 bidders, the Contracting Agency has entered an amount for the item 'Removing Soldier Pile 24 Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor 25 26 If the shaft construction equipment is idled as a result of the obstruction removal work and 27 cannot be reasonably reassigned within the project, then standby payment for the idled 28 equipment will be added to the payment calculations If labor is idled as a result of the 29 obstruction removal work and cannot be reasonably reassigned within the project, then all labor 30 costs resulting from Contractor labor agreements and established Contractor policies will be 31 added to the payment calculations 32 33 The Contractor shall perform the amount of obstruction work estimated by the Contracting 34 Agency within the original time of the contract The Engineer will consider a time adjustment and 35 additional compensation for costs related to the extended duration of the shaft construction 36 operations, provided 37 38 1 the dollar amount estimated by the Contracting Agency has been exceeded, and, 39 40 2 the Contractor shows that the obstruction removal work represents a delay to the 41 completion of the project based on the current progress schedule provided in 42 accordance with Section 1-08 3 43 44 6-17 AP6 45 Section 6-17, Permanent Ground Anchors 46 January 2, 2012 47 6-17.3(3) Submittals 48 The first sentence in the sixth paragraph is revised to read 49 50 The Contractor shall submit the mix design for the grout conforming to Section 9-20 3(4) and the 51 procedures for placing the grout to the Engineer for approval CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 GREEN STREETS-4th & 5`h STREETS 6 2 6-17.3(7) Installing Permanent Ground Anchors 3 The following new paragraph is inserted after the sixth paragraph 4 5 The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test 6 Method T 813 These samples shall be retained by the Contractor until all associated 7 verification, performance and proof testing of the permanent ground anchors has been 8 successfully completed If the Contractor elects to test the grout cubes for compressive strength, 9 testing shall be conducted by an independent laboratory and shall be in accordance with the 10 WSDOT FOP for AASHTO T106 11 12 7-04 AP7 13 Section 7-04, Storm Sewers 14 January 2, 2012 15 7-04.3(1)B Exfiltration Test — Storm Sewers 16 The fifth column title "PIE 4,, is revised to read "PP4,, from the table titled, "Storm Sewer Pipe 17 Schedules". 18 19 8-20 AP8 20 Section 8-20, Illumination, Traffic Signal Systems, And Electrical 21 January 2, 2012 22 8-20.3(9) Bonding, Grounding 23 The first sentence in the second paragraph is replaced with the following two sentences 24 25 All conduit installed shall have an equipment ground conductor installed in addition to the 26 conductors noted in the Contract Conduit with mnerducts shall have an equipment ground 27 conductor installed in each innerduct that has an electrical conductor 28 29 8-21 AP8 30 Section 8-21, Permanent Signing 31 January 2, 2012 32 8-21.3(9)A Fabrication of Steel Structures 33 The first sentence in the first paragraph is revised to read 34 35 Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06 36 37 This section is supplemented with the following 38 39 All fabrication, including repairs, adjustments or modifications of previously fabricated sign 40 structure members and connection elements, shall be performed in the shop, under an Engineer 41 approved shop drawing prepared and submitted by the Contractor for the original fabrication or 42 the specific repair, adjustment or modification Sign structure fabrication repair, adjustment or 43 modification of any kind in the field is not permitted If fabrication repair, adjustment or 44 modification occurs after a sign structure member or connection element has been galvanized, 45 the entire member or element shall be re -galvanized in accordance with AASHTO M 111 46 47 8-21.3(9)6 Vacant 48 This section including title is revised to read 49 CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 GREEN STREETS - 4t6 & 5'" STREETS 7 1 PJ n 1 G 1 s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 8-21.3(9)B Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6-03 and 8-21 3(9)F Section 8-21 3(9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6-01 9 The submittal shall include the method of releasing and removing the temporary supports and falsework without inducing loads and stress into the sign bridge 2 The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation 3 The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer 8-21.3(9)F Foundations The eighth paragraph is replaced with the following three new paragraphs After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Section 8-21 3(9)A If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1-0713, provided the following conditions are satisfied The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1-05 3 The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged 2 All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2-02 3 and 2-03 3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2-02 3 and 2-03 3(7)C CITY OF BREMERTON KIWANIS PARK IMPROVMENTS APRIL 2012 ' GREEN STREETS - 4'" & 5t° STREETS 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1 3 The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6-02 3(24)C to provide clearance for the anchor bolt array Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have , attained a compressive strength of 2,400 -psi 8-21.5 Payment This section is supplemented with the following All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No _" and "Cantilever Sign Structure No 9-04 AP9 Section 9-04, Joint And Crack Sealing Materials January 2, 2012 9-04.2 Joint Sealants This section is supplemented with the following new sub -sections 9-04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087 9-04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C 9-14 AP9 Section 9-14, Erosion Control and Roadside Planting January 2, 2012 9-14.6(1) Description ' Item C In the fourth paragraph is revised to read C Live pole cuttings shall have a minimum 2 -inch diameter and no more than three branches which shall be pruned back to the first bud from the main stem CITY OF BREMERTON KIWANIS PARK IMPROVMENTS GREEN STREETS - 4`" & 5'" STREETS APRIL 2012 Ll f 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 9-20 AP9 2 Section 9-20, Concrete Patching Material, Grout, and Mortar 3 January 2, 2012 4 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications 5 This section is revised to read 6 7 Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 8 1, R2 Concrete or Mortar 9 10 9-20.3(4) Grout Type 4 for Multipurpose Applications 11 In the third sentence of the first paragraph, the reference "0 40" is revised to read "0 45" CITY OF BREMERTON KIWANIS PARK E4PROVMENTS GREEN STREETS - 41h & 5`h STREETS 10 APRIL 2012 1 ' SPECIAL PROVISIONS 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 t i 1 SPECIAL PROVISIONS TABLE OF CONTENTS DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK 1 BID PROCEDURES AND CONDITIONS 3 AWARD AND EXECUTION OF CONTRACT 7 CONTROL OF WORK 10 CONTROL OF MATERIAL 13 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 14 MEASUREMENTAND PAYMENT 34 TEMPORARY TRAFFIC CONTROL 36 DIVISION 2 EARTHWORK REMOVAL OF STRUCTURES AND OBSTRUCTIONS 37 DIVISION 6 SURFACE TREATMENTS AND PAVEMENTS BITUMINOUS SURFACE TREATMENT 39 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS RAIN GARDEN 44 INFILTRATION DRAIN 46 DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROLAND WATER POLLUTION CONTROL 48 PERMEABLE INTERLOCKING CONCRETE PAVEMENT 49 CEMENT CONCRETE SIDEWALKS 52 PERMANENT SIGNING 53 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS JANUARY 2012 GREEN STREETS -41' & 5tb STREETS I DIVISION 9 MATERIALS AGGREGATES 56 BIORETENTION SOIL MIX (BSM) FOR RAIN GARDENS 57 1 n 17 t 1 1 2 3 INTRODUCTION TO THE SPECIAL PROVISIONS 4 5 (July 31, 2007 APWA GSP) 6 7 The work on this protect shall be accomplished in accordance with the Standard Specifications for Road, Bridge 8 and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation 9 (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter 10 "Standard Specifications") The Standard Specifications, as modified or supplemented by the Amendments to 11 the Standard Specifications and these Special Provisions, all of which are made a part of the Contract 12 Documents, shall govern all of the Work 13 14 These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which 15 may have project -specific fill -iris, and project -specific Special Provisions Each Provision either supplements, 16 modifies, or replaces the comparable Standard Specification, or is a new Provision The deletion, amendment, 17 alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that 18 particular portion of the section, and in no way should it be interpreted that the balance of the section does not 19 apply 20 21 The project -specific Special Provisions are not labeled as such The GSPs are labeled under the headers of each 22 GSP, with the date of the GSP and its source, as follows 23 24 (May 18, 2007 APWA GSP) 25 (August 7, 2006 WSDOT GSP) 26 (Bremerton GSP) 27 28 Also incorporated into the Contract Documents by reference are 29 • Manual on Uniform Trac Control Devices for Streets and Highways, currently adopted edition, with 30 Washington State modifications, if any 31 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition 32 * City of Bremerton Standard Plans and Specifications 33 34 Contractor shall obtain copies of these publications, at Contractor's own expense 35 36 Kiwanis Park Special Provisions include the Kiwanis Park Technical Specifications, which are made a part of 37 the Contract Documents and shall govern all of the Work at Kiwams Park 38 39 40 41 42 43 44 45 46 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS JANUARY 2012 GREEN STREETS - 4t° & 5'h STREETS 0 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of Kiwarns Park, 4th Street, and 5th Street ' The project provides for the demolition of existing structures and utilities, and construction of restroom, picnic shelter, walls, foundations, ramps, stairs, and walkways Site work includes erosion control, clearing of vegetation, grading, drainage, paving,, curbs, walks, soil preparation, irrigation, as well as coordinated connection to existing sanitary, sewer, water, power, and storm, and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications 1-01.3 Definitions (September 12, 2008 APWA GSP) This Section is supplemented with the following , All references in the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency" All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location" , ' The venue of all causes of action arising from the advertisement award execution and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located ' Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid Alternate ' One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work t Contract Documents See definition for "Contract" Contract Time The period of time established by the terms and conditions of the contract within ' which the work must be physically completed CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS- 4'h & 5'h STREET SPI ' r L F� 1 1 t 1 1 L' Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work Contract Execution Date The date the Contracting Agency officially binds the agency to the contract Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract Physical Completion Date The day all of the work is physically completed on the project All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date Final Acceptance Date The date on which the Contracting Agency accepts the work as complete Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS- 4t° & 5`" STREET SP2 APRIL 2012 BID PROCEDURES AND CONDITIONS 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works protect 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically upon award Contract Provisions 5 Furnished automatically upon award Large plans (e g , 22" x 2 Furnished only upon 34") request Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense Examination Of Plans, Specifications And Site Of Work 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following The Proposal Form will identify the project and its location and describe the work It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices, extensions, CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 5`h STREET SP3 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 ' summations the total bid amount, signatures, date, and, where applicable, retail sales taxes and acknowledgment of addenda, the bidder's name, address, telephone ' number, and signature, the bidder's D/M/WBE commitment, if applicable, a State of Washington Contractor's Registration Number, and a Business License Number, if applicable Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink The required certifications are included as part of the Proposal Form The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) following Supplement the second paragraph with the 4 If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated 5 Any correction to a bid made by interlmeation, alteration, or erasure, shall be ' initialed by the signer of the bid Delete the last paragraph, and replace it with the following ' the bid The Bidder shall make no stipulation on the Bid Form, nor qualify in any manner A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign) A bid by a partnership shall be executed in the partnership name, and signed by a partner A copy of the partnership agreement shall be submitted with the Bid Form if 1 any D/M/WBE requirements are to be satisfied through such an agreement A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture A copy of the joint venture agreement shall be ' submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) tSupplement this section with the following Bid bonds shall contain the following 1 Contracting Agency -assigned number for the project, 2 Name of the project, CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5`" STREET SP4 3 The Contracting Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature, 6 The signature of the surety's officer empowered to sign the bond and the power of attorney If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions 1-02.9 Delivery of Proposal (January 24, 2011 APWA GSP) Delete this section and replace it with the following Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery The Contracting Agency will not consider Proposals it receives after the time fixed for opening Bids in the call for Bids 1-02.13 Irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read 1 A proposal will be considered irregular and will be refected if a The Bidder is not prequalified when so required, b The authorized proposal form furnished by the Contracting Agency is not used or is altered, c The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions, d The Bidder adds provisions reserving the right to refect or accept the award, or enter into the Contract, e A price per unit cannot be determined from the Bid Proposal, f The Proposal form is not properly executed, g The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02 6, h The Bidder fads to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02 6, i The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation, or CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP5 ' More than one proposal is submitted for the same ro ect from a Bidder J N N ' under the same or different names 1-02.14 Disqualification of Bidders ' (March 25, 2009 APWA GSP, Option B) Delete this Section and replace it with the following A Bidder will be deemed not responsible if 1 the Bidder does not meet the mandatory bidder responsibility criteria in ' RCW 39 04 350(1), as amended, or 2 evidence of collusion exists with any other Bidder or potential Bidder Participants in collusion will be restricted from submitting further bids, or 3 the Bidder, in the opinion of the Contracting Agency, is not qualified for ' the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalifi cation amount as may have been determined by a prequalification of the Bidder, or 4 an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as Judged from the standpoint of conduct of the work, workmanship, or progress, affirmative action, equal employment opportunity practices, termination for cause, or ' Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization, or ' 5 there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon, or 6 the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency, or 7 the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency, or 8 the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency, or 9 there are any other reasons deemed proper by the Contracting Agency ' As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole Judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the ' Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to (i) financial, historical, or operational data from the Bidder, (u) information obtained directly by the Contracting Agency CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS- 4'" & 5'h STREET SP6 r 11 from owners for whom the Bidder has worked, or other public agencies or private enterprises, and (m) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency The Contracting Agency will consider the appeal before issuing its final determination If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsive responsible bidder 1 A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2 Samples of these materials for quality and fitness tests, 3 A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4 A breakdown of costs assigned to any bid item, 5 Attendance at a conference with the Engineer or representatives of the Engineer, 6 Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located 7 A copy of State of Washington Contractor's Registration, or 8 Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsive responsible bidder AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount the Contracting Agency will unilaterally revise the unit or lump sum price to the minimum specified amount and recalculate the extension The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4'" & 5t6 STREET SP7 APRIL 2012 11 1 1 1 1 alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the ' amount of the contract bond 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award The number of copies to be executed by the Contractor will be determined by the Contracting Agencv ' Within 7 calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07 18, and a satisfactory bond as required by law and Section 1-03 4 Before execution of the contract by the Contracting Agency, the successful bidder ' shall provide any pre -award information the Contracting Agency may require under Section 1-02 15 ' Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency -furnished sites The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency ' If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 3 additional calendar days for return of the documents, provided the Contracting Agency deems the ' circumstances warrant it 1-03.4 Contract Bond ' (October 1, 2005 APWA GSP) Revise the first paragraph to read iThe successful bidder shall provide an executed contract bond for the full contract amount This contract bond shall ' 1 Be on a Contracting Agency -furnished form, 2. Be signed by an approved surety (or sureties) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3 Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time, ' 4 Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5'" STREET SP8 a Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work, 5 Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond, and 6 Be signed by an officer of the Contractor empowered to sign official statements (sole propnetor or partner) If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation 0 e corporate resolution, power of attorney or a letter to such effect by the president or vice-president) Section 1-03 4 is supplemented with the following (June 27, 2011) Release of Contract Bond will be 60 days following Contracting Agency Final Acceptance of Contract, provided following conditions are met Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the Washington State Department of Revenue 2 Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39 12 040) 3 A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department 4 Washington State Department of Labor and Industries (per Section 1- 0710) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums 5 All claims, as provided by law, filed against the Contract Bond have been resolved 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e g , 1 presiding over 2, 2 over 3, 3 over 4, and so forth) 1 Addenda, 2 Proposal Form, CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 46 & S'6 STREET SP9 3 Special Provisions, including Kiwanis Park Technical Specifications and APWA General Special Provisions, if they are included, 4 Contract Plans, 5 Amendments to the Standard Specifications, ' 6 WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7 Contracting Agency's Standard Plans (if any), and 8 WSDOT Standard Plans for Road, Bridge, and Municipal Construction 1-04.2 Kiwanis Park Scope of Work ' Supplement the paragraph with the following The complete Contract also includes the Kiwanis Park Technical Specifications All Work in connection with Kiwanis Park shall be paid lump sum References to Measurement and Payment throughout the Standard Specifications and Special Provisions shall not apply to the Kiwanis Park Work ' 1-04.4 Changes Replace this entire section with the following The Engineer reserves the right to make, at any time during the work, such changes in ' quantities and such alterations in the work as are necessary to satisfactorily complete the project Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the Contractor agrees to perform the work as altered Among others, ' these changes and alterations may include 1 Deleting any part of the work, ' 2 Increasing or decreasing quantities, 3 Altering specifications, designs, or both, 4 Altering the way the work is to be done, 5 Adding new work, ' 6 Altering facilities, equipment, materials, services, or sites, provided by the City 7 Ordering the Contractor to speed up or delay the work ' The Engineer will issue a Work Change Directive for any change unless the remainder of this section provides otherwise If the alterations or changes in quantities significantly ' change the character of the work under the contract, whether or not changed by any such different quantities or alterations, an adjustment, excluding loss of anticipated profits, will be made to the contract The basis for the adjustment shall be agreed upon prior to the performance of the work If a basis cannot be agreed upon, then an adjustment will be made either for or against the Contractor in such amount as the Engineer may determine to be fair ' and equitable If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be pard for as provided elsewhere in the contract The term significant change shall be construed to apply only to the following circumstances ' 1 When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction or 2 When an item of work, as defined elsewhere in the contract, is increased in ' excess of 125 percent or decreased below 75 percent of the original contract CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5'h STREET SP10 I quantity For the purpose of this section, an item of work will be defined as any item that qualifies for adjustment under the provisions of Section 1-04 6 For Item 1, an equitable adjustment for deleted work will be made as provided in Section 1- 095 For Item 2, if the actual quantity of any item exclusive of added or deleted amounts in agreed Change Orders or Work Change Directives increases or decreases by more than 25 percent from the original plan quantity, the unit contract prices for that item may be adjusted in accordance with Section 1-04 6 For any changes except Item 1 (deleted work) or Item 2 (increasing or decreasing quantities), the Engineer will determine if the change should be paid for at unit contract price(s) If the Engineer determines that the change increased or decreased the Contractor's costs or time to do any of the work including unchanged work, the Engineer will make an equitable adjustment to the contract The equitable adjustment will be by agreement with the Contractor However, if the parties are unable to agree, the Engineer will determine the amount of the equitable adjustment in accordance with Section 1-09 4 and adjust the time as the Engineer deems appropriate Extensions of time will be evaluated in accordance with Section 1-08 8 The Engineer's decision concerning equitable adjustment and extension of time shall be final as provided in Section 1-05 1 The Contractor shall proceed with the work upon receiving 1 A Work Change Directive issued by the Engineer, or 2 An oral order from the Engineer before actually receiving the Work Change Directive The Engineer will issue a Work Change Directive, formally authorizing the oral order, to the Contractor within two (2) working days after the Engineer issues an oral order Changes normally noted on field stakes or variations from estimated quantities, except as provided in sub -paragraph A or B above, will not require a Work Change Directive These changes shall be made at the unit prices that apply The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice The Contractor shall obtain written consent of the surety or sureties if the Engineer requests such consent Conformity With And Deviations From Plans And Stakes Section 1-05 4 is supplemented with the following (April 4, 2011) - Contractor Surveying - Structure Copies of the Contracting Agency provided primary surrey control data are available for the bidder's inspection at the office of the Project Engineer The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of bridges, noise walls, and retaining walls Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments All 1 1 k C� 1 CITY OF BREMERTON , KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4'" & 5b STREET SPlI 1 "DO monuments noted on the plans NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense ' Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used The record shall be adequate to allow the survey to be reproduced A copy of each day's record shall be ' provided to the Engineer within three working days after the end of the shift The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on ' Surveying and Mapping and the American Society of Civil Engineers The survey work by the Contractor shall include but not be limited to the following 1 Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as ' additional survey control needed for the project Provide descriptions of secondary control to the Contracting Agency The description shall include coordinates and elevations of all secondary control points 2 Establish, by placing hubs and/or marked stakes, the location with offsets of foundation shafts and piles 3 Establish offsets to footing centerline of bearing for structure excavation forms 4 Establish offsets to footing centerline of bearing for footing 5 Establish wing wall, retaining wall, and noise wall horizontal alignment 6 Establish retaining wall top of wall profile grade ' 7 Establish elevation benchmarks for all substructure formwork 8 Check elevations at top of footing concrete line inside footing formwork ' immediately prior to concrete placement 9 Check column location and pier centerline of bearing at top of footing immediately prior to concrete placement ' 10 Establish location and plumbness of column forms, and monitor column plumbness during concrete placement ' 11 Establish pier cap and crossbeam top and bottom elevations and centerline .of bearing 12 Check pier cap and crossbeam top and bottom elevations and centerline of bearing prior to and during concrete placement 13 Establish grout pad locations and elevations 14 Establish structure bearing locations and elevations, including locations of anchor bolt assemblies ' 15 Establish box girder bottom slab grades and locations 16 Establish girder and/or web wall profiles and locations ' CITY OF BREMERTON APRIL 2012 KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4t° & 5`6 STREET SP12 1 17 Establish diaphragm locations and centerline of bearing 18 Establish roadway slab alignment, grades and provide dimensions from top of girder to top of roadway slab Set elevations for deck paving machine rails 19 Establish traffic barrier and curb profile , 20 Profile all girders prior to the placement of any deadload or construction live load that may affect the girder's profile The Contractor shall provide the Contracting Agency copies of any calculations and staking ' data when requested by the Engineer To facilitate the establishment of these lines and elevations, the Contracting Agency will 0 provide the Contractor with the following primary survey and control information Descriptions of two primary control points used for the horizontal and vertical 1 control Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project 2 Horizontal coordinates for the centerline of each bridge pier 3 Computed elevations at top of bridge roadway decks at one-tenth points along centerline of each girder web All form grades and other working grades shall be calculated by the Contractor The Contractor shall give the Contracting Agency three weeks notification to allow adequate time to provide the data outlined in Items 2 and 3 above The Contractor shall ensure a 1 surveying accuracy within the following tolerances Vertical Horizontal 1 Stationing on structures ±0 02 feet 2 Alignment on structures ±0 02 feet 3 Superstructure elevations ±0 01 feet variation from plan elevation 4 Substructure ±0 02 feet variation from Plan grades ' The Contracting Agency may spot-check the Contractor's surveying These spot-checks will not change the requirements for normal checking by the Contractor When staking the following items, the Contractor shall perform independent checks from different secondary control to ensure that the points staked for these items are within the specified survey accuracy tolerances 1 Piles Shafts Footings Columns CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 ' GREEN STREETS — 4'h & 5tb STREET SP13 The Contractor shall calculate coordinates for the points associated with piles, shafts, footings and columns The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the survey work The Contracting Agency will require up to seven calendar days from the date the data is received to issuing approval Contract work to be performed using contractor -provided stakes shall not begin until the stakes are approved by the Contracting Agency Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes Payment Payment will be made in accordance with Section 1-04 1 for the following bid item when included in the proposal "Structure Surveying", lump sum The lump sum contract price for "Structure Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts (April 4, 2011) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 40 & 5'" STREET SP14 r The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used The record shall be adequate to allow the survey to be reproduced A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers The survey work shall include but not be limited to the following 1 Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project Provide descriptions of secondary control to the Contracting Agency The description shall include coordinates and elevations of all secondary control points ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 40 & 5'" STREET SP14 r 2 Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet 3 Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans 4 Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart Establish offset reference to all slope stakes If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5 Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet 6 Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor 7 Establish intermediate elevation benchmarks as needed to check work throughout the project 8 Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed 9 For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity 10 The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement and ditches drain properly If changes to the profiles or roadway sections shown in the contract plans are needed to achieve proper smoothness and drainage where matching into existing features, the Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length Primary control points will be described by reference to the project alignment and the CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'" STREET SP15 coordinate system and elevation datum utilized by the protect In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the protect The Contractor shall ensure a surveying accuracy within the following tolerances (normal to alignment) Roadway paving pins for surfacing or paving ±0 01 feet ±0 2 feet (parallel to alignment) ±0 1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying These spot-checks will Vertical Horizontal Slope stakes ±0 10 feet ±0 10 feet Subgrade grade stakes set 0 04 feet below grade ±0 01 feet ±0 5 feet verify these coordinates prior to issuing approval to the Contractor for commencing with the (parallel to alignment) is received ±0 1 feet stakes are approved by the Contracting Agency Such approval shall not relieve the (normal to alignment) Stationing on roadway N/A -- ±0 1 feet Alignment on roadway N/A ±0 04 feet Surfacing grade stakes ±0 01 feet ±0 5 feet included in the proposal (parallel to alignment) CITY OF BREMERTON ±0 1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0 01 feet ±0 2 feet (parallel to alignment) ±0 1 feet (normal to alignment) IPA I The Contracting Agency may spot-check the Contractor's surveying These spot-checks will not change the requirements for normal checking by the Contractor When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances The Contractor shall calculate coordinates for the alignment The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work The Contracting Agency will require up to seven calendar days from the date the data is received Contract work to be performed using contractor -provided stakes shall not begin until the stakes are approved by the Contracting Agency Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes Stakes shall be marked in accordance with Standard Plan A10 10 When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer Payment Payment will be made in accordance with Section 1-04 1 for the following bid item when included in the proposal Roadway Surveying' , lump sum CITY OF BREMERTON KrWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 0 & 5'h STREET SP16 IPA I The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts CONTROL OF WORK 1-05.6 Inspection of Work and Materials Supplement this section by inserting the following after the last paragraph The Contractor shall provide access to the Contractor's records and safe access to the construction site by Department of Ecology personnel 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary If the Contractor fads to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the refected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor faded or refused to perform, shall be paid by the Contractor Payment will be deducted by the Engineer from monies due, or to become due, the Contractor Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS- 41' & 5'h STREET SP17 1-05.10 Guarantees Delete this section and replace with the following If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4` & 5th STREET SPI8 If within one year after the date of Substantial Completion or such period as may be prescribed by Laws or Regulations or 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, Contractor shall within ' seven (7) days of receiving written notice, without cost to City, (i) remove it from the site and replace it with Work that is not defective, and (n) satisfactorily correct or remove and replace any damage to other Work or the works of others resulting there from If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or the refected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid for by Contractor Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph, the Warranty Penod hereunder with respect to Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed ; 1-05.11 Final Inspection Delete this section and replace it with the following 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion The Engineer may also establish the Substantial Completion Date unilaterally If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4` & 5th STREET SPI8 Completion The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection The Engineer will set a date for final inspection The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies This process will continue until the Engineer is satisfied the listed deficiencies have been corrected If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution or signal systems, irrigation systems, buildings, or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 0 & 5th STREET SP19 Add the following new section 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract Such oral agreement or conversation shall be considered as unofficial CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4`h & 5t' STREET SP20 The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal Operational and test penods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02 14, it will take these performance reports into account 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read All correspondence from the Contractor shall be directed to the Project Engineer All ecorrespondence from the Contractor constituting any notification, notice of protest, ■ notice of dispute or other correspondence constituting notification required to be furnished under the Contract must be in paper format, hand delivered or sent via mail delivery service to the Proiect Engineer's office Electronic copies such as e- mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract Add the following new section 1-05.16 Water and Power -�' (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item Add the following new section 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract Such oral agreement or conversation shall be considered as unofficial CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4`h & 5t' STREET SP20 information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency CONTROL OF MATERIAL Section 1-06 is supplemented with the following Buy America (August 2, 2010) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only Buy America does not apply to temporary steel items, e g , temporary sheet piling, temporary bridges, steel scaffolding and falsework Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500 00, whichever is greater American-made material is defined as material having all manufacturing processes occurring domestically To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing -of alloys to create the material occurred in a foreign country Manufacturing begins with the initial melting and mixing, and continues through the coating stage Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating The action of applying a coating to steel or iron is deemed a manufacturing process Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron Due to a nationwide waiver, Buy America does not apply to raw matenals (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore The following are considered to be steel manufacturing processes Production of steel by any of the following processes a Open hearth furnace CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5'h STREET SP21 1 n 1 1 t i 1-1 1 i r i n 1 Li b Basic oxygen c Electric furnace d Direct reduction 2 Rolling, heat treating, and any other similar processing 3 Fabrication of the products a Spinning wire into cable or strand b Corrugating and rolling into culverts c Shop fabrication A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work The certification shall be on DOT Form 350- 109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict between different safety regulations, the more stringent regulation shall apply The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA) The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work This requirement shall apply continuously, and not be limited to normal working CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 41° & 5`' STREET SP22 APRIL 2012 hours The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax Sections 1-07 2(1) through 1-07 2(3) are meant to clarify those rules The Contractor should contact the Washington State Department of Revenue for answers to questions in this area The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts In some cases, however, state retail sales tax will not be included Section 1-07 2(2) describes this exception The Contracting Agency will pay the retained percentage (or release the Contract Bond if a "FHWA funded" Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60 28 051) The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not Any amount so,deducted will be paid into the proper State fund 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to budding, repairing, or improving streets, roads, etc, which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property This includes, but is not limited to, the construction of streets, roads, highways, etc, owned by the state of Washington, water mains and their appurtenances, sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 5th STREET SP23 a street or road drainage system, telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system, and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price The Contracting Agency will automatically add this sales tax to each payment to the Contractor For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception Exception The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project Such sales taxes shall be included in the unit bid item prices or in any other contract amount 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244) Wages Section 1-07 9(1) is supplemented with the following (May 11, 2010) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No WA100001 The State rates incorporated in this contract are applicable to all construction activities associated with this contract 1-07.6 Permits and Licenses Delete this entire section and replace with the following The following permits will be acquired by the City of Bremerton Demolition, Grading, and Building Permits The Contractor shall obtain and bear all costs of obtaining all other required permits and licenses for the Work including but not limited to the Department of Ecology Stormwater Construction Permit and the City's Sewer Connection Permit The City shall be given copies of permits and any notices required by permits or licenses obtained by the Contractor The Contractor shall abide by the conditions of all permits CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4t° & 5`d STREET SP24 1-07.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the following The Contractor or subcontractor directly contracting for "Off -Site, Prefabricated, Non - Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000] The Contractor shall include language in its subcontracts requiring subcontractors and lower -tier subcontractors to comply with the reporting requirements for "Off -Site, Prefabricated, Non -Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013 "Off-site, prefabricated, nonstandard, project specific items" means products or items that are 1 Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work, and 2 Produced specifically for this Project and not considered to be regularly available shelf items, and 3 Produced or manufactured by labor expended to assemble or modify standard items, and 4 Produced at an off-site location outside the State of Washington The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off -Site, Prefabricated, Non -Standard, Project Specific" items 1 The estimated cost of the project, 2 The name of the Contracting Agency and the project title, 3 The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials, and 4 The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off -Site Prefabricated Non -Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries Requirements For Nondiscrimination CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4t6 & 5`e STREET SP25 (January 3, 2011) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1 The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein 1 1 [l r 1 Yakima, WA SMSA Counties Yakima, WA 97 WA Yakima Non -SMSA Counties 72 WA Chelan, WA Douglas, WA Grant, WA Kittitas, WA Okanogan Seattle, WA SMSA Counties Seattle Everett, WA 72 WA King, WA Snohomish Tacoma, WA 62 WA Pierce Non -SMSA Counties 61 WA Clallam, WA Grays Harbor, WA Island, WA Jefferson, WA Kitsap, WA Lewis, WA Mason, WA Pacific, WA San Juan, WA CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4'" & 5'" STREET SP26 APRIL 2012 2 The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows Women - Statewide Timetable Goal Until further notice 69% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA SMSA Counties Spokane, WA 28 WA Spokane Non -SMSA Counties 30 WAAdams, WAAsotin, WA Columbia, WA Ferry, WA Garfield, WA Lincoln, WA Pend Oreille, WA Stevens, WA Whitman Richland, WA SMSA Counties Richland Kennewick, WA 54 WA Benton, WA Franklin Non -SMSA Counties 36 WA Walla Walla 1 1 [l r 1 Yakima, WA SMSA Counties Yakima, WA 97 WA Yakima Non -SMSA Counties 72 WA Chelan, WA Douglas, WA Grant, WA Kittitas, WA Okanogan Seattle, WA SMSA Counties Seattle Everett, WA 72 WA King, WA Snohomish Tacoma, WA 62 WA Pierce Non -SMSA Counties 61 WA Clallam, WA Grays Harbor, WA Island, WA Jefferson, WA Kitsap, WA Lewis, WA Mason, WA Pacific, WA San Juan, WA CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4'" & 5'" STREET SP26 APRIL 2012 Skagit, WA Thurston, WAWhatcom Portland, OR SMSA Counties Portland, OR -WA WA Clark Non -SMSA Counties WA Cowlitz, 45 38 WA Klickitat, WA Skamania, WA Wahkiakum These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4 3(a), and its efforts to meet the goals The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4 Compliance with the goals will be measured against the total work hours performed 3 The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation The notification shall list the name, address and telephone number of the Subcontractor, employer identification number of the Subcontractor, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed The notification shall be sent to District Director US Department of Labor Office of Federal Contract Compliance Programs Seattle District Office 1111 Third Avenue, Suite 745 Seattle, WA 98101-3212 Additional information may be found at the U S Department of Labor website http //www dol aov/ofccp/TAguides/ctaQuide htm 4 As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 51" STREET SP27 1 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 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 tthe 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 (1) Black, a person having origins in any of the Black Racial Groups of Africa (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition 2 Whenever the Contractor, or any Subcontractor at 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 41 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 under the EEO clause, and to make a good faith CITY OF BREMERTON KIWANIS PARI{ IMPROVEMENTS APRIL 2012 GREEN STREETS — 4t' & 5`e STREET SP28 r� 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 effort to achieve the Plan goals and timetables 4 The Contractor shall implement the specific affirmative action standards t� provided in paragraphs 7a through 7p of this Special Provision 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 goals established for the geographical area where the work is being performed The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified 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 �I 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 11 7 The Contractor shall take specific affirmative actions 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 action The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following 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 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP29 r� 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 i� 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 I 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 opportunity 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 U S 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, A by including it in any policy manual and collective bargaining agreement, by publicizing it in the company newspaper, annual report, J etc, by specific review of the policy with all management personnel j and with all minority and female employees at least once a year, and by posting the company EEO policy on bulletin boards accessible to I ;r all employees at each location where construction work is performed is 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 on-site 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 '_l discussed, and disposition of the subject matter h Disseminate the Contractor's EEO policy, externally by including it in any advertising in the news media, specifically including minority and ( L� CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 �j GREEN STREETS -4th & 5'h STREET SP30 lJ it 1-07.18 Public Liability and Property Damage Insurance � Delete,this section in its entirety, and replace it with the following 1-07.18 Insurance (January 24, 2019 APWA GSP) 1-07.18(1) General Requirements V A The Contractor shall obtain the insurance described in this section from insurers approved by the -State Insurance Commissioner pursuant to RCW Title 48 The insurance must be provided by an insurer with a rating of A- VII or higher in the A M Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker) The Contracting Agency reserves the right to approve or refect the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements B The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C below) C If any insurance policy is written on,a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract The policy shall state that coverage is claims made, and state the retroactive date Claims -made form coverage shall be maintained by the 'Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and ` the Contractor shall annually provide the Contracting Agency with proof of renewal If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period l�(� ("tad") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed D The insurance policies shall contain a "cross liability" provision t� E The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage F The Contractor shall provide the Contracting Agency and all Additional Insureds with !I' written notice of any policy cancellation, within two business days of their receipt of such notice G Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s) H The Contractor shall not begin work under the contract until the required ,insurance has been obtained and approved by the Contracting Agency I Failure on the part of the Contractor to maintain the insurance as required shall L` constitute a material breach of contract, upon which the Contracting Agency may, CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 5'h STREET SP35 j If 1 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work The certificate and endorsements must conform to the following requirements 1 An ACORD certificate or a form determined by the Contracting Agency to be equivalent 2 Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07 18(2) as Additional Insured(s), showing the policy number The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t' & 5'" STREET SP36 I after giving five business 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 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency J All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s) ■ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07 18(3) describes limits lower than those maintained by the Contractor 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07 18(5)A and 1-07 18(5)13 Upon request - of the Contracting Agency, the Contractor shall provide evidence of such insurance 1 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work The certificate and endorsements must conform to the following requirements 1 An ACORD certificate or a form determined by the Contracting Agency to be equivalent 2 Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07 18(2) as Additional Insured(s), showing the policy number The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t' & 5'" STREET SP36 I The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor 1-0718(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes , exposures to which this specified coverage responds) Such policy must provide the following minimum limits $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B Automobile Liability I Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported Such policy(ies) must provide the following minimum limit $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation M The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington Public Convenience and Safety Construction Under Traffic (April 2, 2007) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours The WZCZ applies only to temporary roadside objects CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 51h STREET SP37 1 Il 1 n t introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows Posted Speed Distance From Traveled Way Feet 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4`h & 5t° STREET SP38 Fil Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled_ to an extension of time The Contractor agrees that such delay shall not be a breach of contract Each property owner shall be given 48 hours notice prior to entry by the Contractor This includes entry onto easements and private property where private improvements must be adjusted The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactonly accomplished The statement shall include the parcel number, address, and date of signature Written releases must be filed with the Engineer before the Completion Date will be established 1-08 PROSECUTION AND PROGRESS Add the following new section 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section ' 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 5'h STREET SP39 Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays, before 7 00 a m or after 6 00 p m on any day, or longer than an 8 -hour period on any day The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work Permission to work between the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 10 00 p m and 9 00 a m on weekends or holidays may also be subject to noise control requirements Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer These conditions may include but are not limited to CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5" STREET SP40 [I Prior to the Contractor beginning the work, a preconstruction conference will be held 9 9 between the Contractor, the Engineer and such other interested parties as may be invited The purpose of the preconstruction conference will be 1 To review the initial progress schedule, 2 To establish a working understanding among the various parties associated or affected by the work, 3 To establish and review procedures for progress payment, notifications, approvals, submittals, etc, 4 To establish normal working hours for the work, 5 To review safety standards and traffic control, and 6 To discuss such other related items as may be pertinent to the work The Contractor shall prepare and submit at the preconstruction conference the following 1 A breakdown of all lump sum items, 2 A preliminary schedule of working drawing submittals, and 3 A list of material sources for approval if applicable Add the following new section 1-08.0(2) Hours of Work (June 27, 2011 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour period between 7 00 a m and 6 00 p m of a working day with a maximum 1 -hour lunch break and a 5 -day work week ,The normal straight time 8- . hour working period for the contract shall be established at the preconstruction , conference or prior to the Contractor commencing the work , Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays, before 7 00 a m or after 6 00 p m on any day, or longer than an 8 -hour period on any day The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work Permission to work between the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 10 00 p m and 9 00 a m on weekends or holidays may also be subject to noise control requirements Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer These conditions may include but are not limited to CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5" STREET SP40 [I • The Engineer may require designated representatives to be present during the work Representatives who may be deemed necessary by the Engineer include, but are not limited to survey crews, personnel from the Contracting Agency's material testing lab, inspectors, and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence • On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period Subcontracting Section 1-08 1 is supplemented with the following (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer 1 Request to Sublet Work (Form 421-012), and 2 Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420-004) The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract The Contractor shall retain these records for that period The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period Subcontract Completion and Return of Retainage Withheld Section 1-08 1(1) is revised to read (June 27, 2011) CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 5'h STREET SP41 The following procedures shall apply to all subcontracts entered into as a part of this Contract Requirements 1 The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein 2 Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed 3 For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have ' been accomplished and including any required documentation and material testing 4 Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following a Withholding of payments until the Prime Contractor or Subcontractor complies b Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c Cancellation, Termination, or Suspension of the Contract, in whole or in part d Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1-08 1 Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors Those costs shall be incidental to the respective Bid Items 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following CITY OF BREMERTON KIWANLS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 51° STREET SP42 1-08.4 Notice to Proceed and Prosecution of Work , (June 27, 2011 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10 1(2) Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract Work at the Paid Parking Area on 4th Street: The Contractor shall notify the City two weeks prior to the start and prior to the completion of work on 4t" Street next to the park This is required to allow for the removal and for the reinstallation of the pay station by Impark The Contractor shall install parking closed signs The schedule of work in this area shall be in a time frame that is continuous, without stoppage, pause, or disruption, to ensure that the closure of the paid parking will be on a one time basis only This work shall be reflected on the construction progress schedule that will be submitted to the City Hydroseeding of Lawn Areas: Scheduling of this work shall be in compliance with Section 8-02 3(16)A of the WSDOT Standard Specifications Non-compliance with this requirement shall be dealt with accordingly in accordance with Standard Specification Section 1-08 9 with an estimated liquidated damages of $1,800 per day 1-08.5 Time for Completion (June 28, 2007 APWA GSP, Option B) Revise the third and fourth paragraphs to read I Contract time shall begin on the first working day following the 1 calendar day after the Notice to Proceed date If the Contractor starts work on the project at an earlier date, then contract time shall begin on the first working day when onsite work begins Each working day shall be charged to the contract as it occurs, until the contract work is physically complete If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease Each week the Engineer will provide the Contractor a statement that shows the number of CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4`h & 5th STREET SP43 1 working days (1) charged to the contract the week before, (2) specified for the physical completion of the contract, and (3) remaining for the physical completion of the contract The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed By not filing such detailed protest in that period, the Contractor shall be ' deemed as having accepted the statement as correct If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day Revise the sixth paragraph to read The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor The following events must occur before the Completion Date can be established 1 The physical work on the project must be complete, and 2 The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract The following documents must be received by the Project Engineer prior to establishing a completion date a Certified Payrolls (Federal -aid Projects) b Material Acceptance Certification Documents c Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions d Final Contract Voucher Certification e Property owner releases per Section 1-07 24 Section 1-08 5 is supplemented with the following (March 13, 1995 WSDOT GSP) This project shall be physically completed within *** 120 *** working days MEASUREMENT AND PAYMENT ' 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders All such dollar amounts are to become a part of Contractor's total bid However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates Payment will be made on the basis of the amount of work actually authorized by Engineer CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS -4'h & 5'h STREET SP44 1-09.9 Payments (June 27, 2091 APWA GSP, Option B) Delete the fourth paragraph and replace it with the following Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer A progress estimate cutoff date will be established at the preconstruction conference The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment The progress estimates are subject to change at any time prior to the calculation of the Final Payment The value of the progress estimate will be the sum of the following 1 Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price 2 Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination 3 Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer 4 Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer Progress payments will be made in accordance with the progress estimate less 1 Retainage per Section 1-09 9(1), on non °FHWAfunded" projects, 2 The amount of Progress Payments previously made, and 3 Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed The determination of payments under the contract will be final in accordance with Section 1-05 1 Retainage Section 1-09 9(1) content and title is deleted and replaced with the following (June 27, 2011) Vacant 1-09.13(3) Claims $250,000 or Less CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 5`' STREET SP45 s �1II (J 1 r� r LJ [I t 1 (October 1, 2005 APWA GSP) Delete this Section and replace it with the following The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09 11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration 1-09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located The decision of the arbitrator and the specific basis for the decision shall be in writing The arbitrator shall use the contract as a basis for decisions TEMPORARY TRAFFIC CONTROL Traffic Control Management Genera! Section 1-10 2(1) is supplemented with the following (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington The Traffic Control Supervisor shall be certified by one of the following The Northwest Laborers -Employers Training Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave N Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept Toll Free (877) 642-4637 Phone (540) 368-1701 Measurement CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 51h STREET SP46 Lump Sum Bid for Project (No Unit Items) Section 1-10 4(1) is supplemented with the following (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control," lump sum The provisions of Section 1-10 4(1) shall apply Payment Section 1-10 5 (1) is supplemented with the following The proposed traffic control plan shall meet at the minimum WSDOT Standard Plan K-20 20-01 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS -4'h & 5th STREET END OF DIVISION 1 SP47 APRIL 2012 DIVISION 2 EARTHWORK REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description Section 2-02 1 is supplemented with the following The Contractor shall protect all public and private property from damage during adjacent removal and construction activities All protection methods that require any attachment to the buildings shall be submitted to the Engineer to obtain concurrence of the budding owner prior to installation The submittal shall include any anticipated removal and patching requirements Contractor removal and disposal items include but are not limited to the following ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012' GREEN STREETS - 4'h & 5'h STREET SP48 Cement concrete sidewalk Cement concrete curb and gutter Asphalt concrete pavement Existing Signs Catch Basins Construction Requirements Section 2-02 3 is supplemented with the following Removal of Pavement, Sidewalks, Curbs, and Gutters Item 1 in Section 2-02 3(3) is revised to read 1 Haul broken -up pieces to some off -project site Section 2-02 3(3) is supplemented with the following Removal of Asphalt Concrete Pavement The approximate thickness of the pavement is 5 inches The asphalt concrete pavement at the travel lanes are underlain by concrete pavement The approximate thickness of the concrete pavement is 7-12 inches ' Removal of Pavement, Cement Concrete Curb, Gutter and Sidewalk The Contractor shall use a saw cut to delineate the pavement, curb, gutter and sidewalk to be removed from pavement, curb, gutter and sidewalk to remain The Contractor shall take care to avoid damaging the existing vehicle detector loops, and the adjacent pavement, curb, gutter and sidewalk to remain Any damage caused to the detector loops, pavement, curb, gutter and sidewalk to remain, as a result of the Contractor's operations, shall be repaired at no additional cost to the Contracting Agency ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012' GREEN STREETS - 4'h & 5'h STREET SP48 P� Removal of Signs The Contractor shall remove all signs as specified in the Plans The removal will be either cutting the existing posts flush to the ground or removing the posts including the foundation Voids from posts that are cut flushed to ground shall be filled with grout Measurement Section 2-02 4 is supplemented with the following (September 8, 1997) Pavement removal will be measured by the square yard (October 25, 1999) Sidewalk removal will be measured by the square yard (September 8, 1997) Curb removal will be measured by the linear foot Sign removal will be measured per each Payment Section 2-02 5 is supplemented with the following (September 30, 1996) "Removing Miscellaneous Traffic Item", lump sum (September 30, 1996) "Removing *** Asphalt Concrete*** Pavement", per square yard (November 3, 1999) "Removing *** Cement Concrete*** Sidewalk", per square yard (September 8, 1997) "Removing *** Cement Concrete*** Curb and Gutter", per linear foot Removing cement concrete sidewalk, asphalt concrete pavement, and cement concrete curb and gutter is NOT included in the excavation quantities Any underlying cement concrete encountered during the removal of the asphalt concrete pavement will be incidental to the cost of removing asphalt concrete pavement Any cement concrete curb without integral gutter will be paid under removing cement concrete curb and gutter Any cement concrete curb that is integral to the sidewalk will be paid under removing cement concrete sidewalk The curb will be incidental to the sidewalk removal "Demolish Exist Sign", per each CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS -4t° & 5`" STREET SP49 END OF DIVISION 2 1 1 1 �J 1 t 1 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 5t' STREET SP50 1 i 1 DIVISION 5 1 SURFACE TREATMENTS AND PAVEMENTS 5-04.3(7)A Mix Design (March 10, 2010 APWA GSP) Delete this section and replace it with the following, 1 General Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732 Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03 8(2) and 9-03 8(6) HMA accepted by nonstatistical evaluation requires a mix design verification For HMA accepted by commercial evaluation only the first page of DOT form 350-042 and the percent of asphalt binder is required In no case shall the paving begin before the determination of anti -strip requirements has been made Anti -strip requirements will be determined by a Testing by WSDOT in accordance with TM 718 b Testing by Contractor in accordance with WSDOT TM 718 C Historical aggregate source ant -strip use provided by WDOT The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03 8(7) 2 Mix Design Verification. Verification shall be accomplished by one of the following processes a Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications b The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process c Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project d Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving Mix design verification is valid for one year from the date of verification At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design 3 Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures a The Contracting agency will test one Production Sample in accordance with section 5-04 3(8)A for field verification per the requirements of Section 9- 03 8(7) CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4'b & 51° STREET SP51 contractor certification letter stating the material meets the HMA requirements defined in the contract 5-04.3(8)A4, Definition of Sampling Lot and Sublot b If the test results from the first Production Sample are within the tolerances of section 9-03 8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one c If the test results from the first Production Sample are outside the tolerances of section 9-03 8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5-04 5(1) and will be used in the calculation of the CPF the maximum CPF shall be 100 4 Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA Calibration samples shall be provided by the Contractor when directed by the Engineer Calibration samples shall be prepared in accordance with WSDOT SOP 728 5-04.3(8)A1, General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Protect Engineer Sampling and testing of HMA accepted by commercial ' evaluation will be at the option of the Project Engineer Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract r� 5-04.3(8)A4, Definition of Sampling Lot and Sublot (March 10, 2010 APWA GSP) Delete this section and replace it with the following For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each ,lob mix formula (JMF) placed Only one lot per mix design will be expected to occur The initial JMF is defined in Section 5-04 3(7)A Mix Design The Contractor may request a change in the JMF in accordance with Section 9-03 8(7) If the request is approved, all of the material produced up to the tune of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5-04 3(7)A, item 3, Field Verification Testing Process The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion At least one acceptance sample is required when using this method of acceptance For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04 3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion 5-04.3(8)A5, Test Results ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5" STREET SP52 r� (March 10, 2010 APWA GSP) Delete this section and replace it with the following The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced The CPF will be provided by the midpoint of the next paving shift after sampling Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged To challenge test results, the Contractor shall submit a written challenge within 7 -calendar days after receipt of the specific test results A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test The challenge sample will be tested for a complete gradation analysis and for asphalt binder content The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria Deviation U S No 4 sieve and larger Percent passing t4 0 U S No 8 sieve Percent passing t2 0 U S No 200 sieve Percent passing f0 4 Asphalt binder Percent binder content ±0 3 Va Percent Va f0 7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample If the results of the challenge sample testing are outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility 5-04.3(8)A7 Test Section — HMA Mixtures (March 10, 2010 APWA GSP) Delete this section 5-04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2010 APWA GSP) Delete the first paragraph and table and replaced them with the following Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1- 06 2 using the following price adjustment factors Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing 1 '/2", 1 ", V, '/2", 3/8" and No 4 sieves 2 All aggregate passing No 8 15 All aggregate passing No 200 sieve 20 Asphalt binder 52 Delete items 1-3 in Paragraph two and replaced with the following CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5t6 STREET SP53 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4" & 5t6 STREET SP54 A a factor will be calculated for sieves listed in Section 9-03 8 7 for the class of HMA and for the pay ( ) asphalt binder 1 Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03 8(7), the lot shall be evaluated in accordance with Section 1-06 2 to determine the appropriate CPF The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 00 When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation ' 2 Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the Job mix formula shall be accepted at the unit contract price with no further evaluation When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03 8(7), the lot shall be evaluated to determine the appropriate CPF The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 00 When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 100, a Nonconforming Mix factor (NCMF) will be determined The NCMF equals ' the algebraic difference of CPF minus 100 multiplied by 60 percent The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 100 in calculating the composite pay factor 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2010 APWA GSP) ' Delete this section and replace it with the following The maximum CPF of a compaction lot is 1 00 For each compaction lot of HMA when the CPF is less than 1 00, a Nonconforming Compaction Factor (NCCF) will be determined THE NCCF equals the algebraic difference of CPF minus 100 multiplied by 40 percent The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix END OF DIVISION 5 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4" & 5t6 STREET SP54 DIVISION 7 , DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS ' 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.3(2) Abandon Existing Manholes I Replace Section 7-05 3(2) with the following O Demolish Catch Basin Where it is required that an existing Type I, Type IL, Type II, or similar field fabricated catch basin be abandoned, the structure shall be removed by the Contractor, all connections be plugged, and the excavation filled with crushed surfacing top course and compacted to 95 percent density as specified in Section 2-03 3(14)C The Engineer shall inspect the frame and grate for possible salvage to the City, and all other surplus material is to be disposed of Pipes connecting to the structure shall be plugged with commercial concrete i Demolish Manhole Where it is required that an existing Type Il, or similar field fabricated manhole be abandoned, the structure shall be removed by the Contractor, all connections plugged, and the excavation filled with crushed surfacing top course and compacted to 95 percent density as specified in Section 2-03 3(14)C The Engineer shall inspect the frame and cover for possible salvage to the City, and all other surplus material is to be disposed of Pipes connecting to the structure shall be plugged with commercial concrete Add the following new section 7-06 RAIN GARDEN , 7-06.1 Description This work shall consist of furnishing and installing ram gardens including infiltration dram, curbs, ' and bioretention soil 7-06.2 Materials Underdrams, Perforated Pipe 9-052(7) Gravel Backfill for Drams 9-03 12(4) Bioretention Soil Mix (BSM) 9-37 7-06.3 Construction Requirements Installation of Ram gardens shall include excavation, subgrade preparation, placement of gravel backfill for drams perforated underdram pipe, and placement of bioretention soil mix CITY OF BREMERTON ' KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5`" STREET SP55 L 7-06.4 Layout and Elevation Control ' A Provide layout and elevation control during installation of Rain Gardens Utilize grade stakes, benchmarks, surveying equipment and other means and methods to assure that layout and elevations conform to the layout and elevations indicated on the plans 7-06.5 Delivery, Storage and Handling t1 Packaged Materials Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of conformance with state and federal laws, if ' applicable Protect materials from deterioration during delivery and while on the project site 2 Bulk Materials Do not deliver or place backfill, soils and sod amendments in frozen, wet, or muddy conditions 3 Do not dump or store bulk materials near structures, utilities, sidewalks, pavements, and other facilities, or on existing trees, turf areas or plants 4 Provide protection including tarps, plastic and or matting between all bulk ' materials and any finished surfaces sufficient to protect the finish material 5 Provide erosion -control measures to prevent erosion or displacement of bulk materials and discharge of sod-beanng water runoff or airborne dust to adjacent properties, water conveyance systems, and walkways Provide additional sediment control to retain excavated material, backfill, sod ' amendments and planting mix within the project limits as needed 7-06.6 Excavation 1 1 1 A Excavate to the depths and shapes indicated on the Plans Base of excavation shall be smooth sod, level and free of lumps or debris Special care shall be taken to not compact infiltration surface at bottom of rain garden Rubber tired equipment shall not be allowed in rain gardens B Do not over -excavate existing soil beside or below the limits of excavation required for the installation Do not disturb the subgrade sod unless otherwise directed by the Engineer C Confirm that the depth of the excavation is accurate to accommodate the depths and thickness of materials required throughout the extent of the excavation D Finish grades at all the subgrade points shall be reported to the Engineer for approval prior to the installation of concrete structures and placement of bioretention sod 7-06.7 Installation of Solid and Perforated Drain Lines A Layout the location of all drains lines CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4th & 5'h STREET SP56 APRIL 2012 [l 1 B Provide horizontal field engineering at all times when drain lines are being installed to assure that the slope on all drain lines remains at the correct depth as shown on the Plans C Install the gravel backfill and perforated drain lines as indicated on the ' drawing All connections and splices shall use the manufacturer's standard splice and fitting connections Joints shall be secure Place perforated pipe with drain slots on the bottom side of the pipe 7-06.8 Installation of Bioretention Soil Mix within the Rain Garden Area A Prior to placing bioretention soil scarify the subgrade soil a minimum of 6 a inches deep where slopes allow, as determined by the Engineer B Mixing or placing bioretention soil will not be allowed if the area receiving ' bioretention soil is wet or saturated or has been subjected to more than Y2 -inch of precipitation within 48 -hours prior to mixing or placement Engineer shall have final authority to determine if wet or saturated condit9ons exist C Prior to placement of bioretention soil in each rain garden, the Contractor shall notify the Engineer to inspect the subgrade If sediment laden runoff has entered the rain garden, the sediment deposition shall be removed by ' overexcavating by a 3 -inch minimum An additional 3 -inch depth of bioretention soil shall be imported at the Contractor's expense If the bedding is not free of fines, the Contractor shall remove the top 6 inches and replace ' with material per design at eh Contractor's expense D Place Bioretention Sod Mix loosely over scarified surface Final grade shall be measured only after the soil has been water compacted, which requires filling the cell with water, without creating any scour or erosion, to at least 1 inch of ponding , 7-06.9 Clean Up A Perform cleanup during the installation of work and upon completion of the work Maintain the site free of soil and sediment, free of trash and debris Remove from site all excess soil materials, debris, and equipment Repair any damage to adjacent materials and surfaces resulting from installation of this work 7-06.10 Measurement , No specific unit of measurement shall apply for ram gardens Structure Excavation will be measured and paid for separately in accordance with Section 02-09 Underdrams, Perforated Pipe will be measured and paid for separately in accordance with Section 07-01 Gravel Backfill for Drams will be measured by the cubic yard in the haul conveyance at the point of delivery CITY OF BREMERTON ' KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 0 & 5th STREET SP57 r 11 L 1 1 1 u Bioretentton Soil Mix will be measured by the cubic yard in the haul conveyance at the point of delivery Payment Payment will be made in accordance with Section 1-04 1 for each of the following Bid items that are included in the Proposal "Remove Existing Pavement," per square yard "Structure Excavation," per cubic yard "Gravel Backfill," per cubic yard "Underdrams, Perforated Pipe," per linear foot "Bioretention Soil Mix," per cubic yard Add the following new section 7-11 INFILTRATION DRAIN 7-11.1 Description This work consists of installing infiltration drams at the locations, lines, and grades specified on the Plans 7-11.2 Materials Materials shall meet the requirements of the following sections Perforated PVC Underdram Pipe Gravel Backfill for Drams 9-052(7) 9-03 12(4) 7-11.3 Construction Requirements Where shown on the Plans infiltration trenches will be installed per the typical details 7-11.4 Measurement "Infiltration Drain" will be measured per linear foot installed, complete 7-11.5 Payment Payment will be made in accordance with Section 1-04 1 for the following Bid item "Infiltration Drain", per linear foot "Infiltration The unit price in the Proposal for Drain" shall be full compensation for all labor, tools, equipment, and materials necessary or incidental to constructing infiltration trenches as specified on the Plans Work shall include, but not be limited to, excavation, procuring, hauling, and placing aggregates, furnishing, laymg, ,jointing, and m -place installation of perforated pipe, fittings, and appurtenances, final grading, and cleanup 7-20 TRENCH DRAIN 7-201 Description ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 56 STREET SP58 This work consists of furnishing and Installing trench drams as located and detailed in the Plans 7-20.2 Materials PVC Dram Pipe, Couplings, and Fittmgs 9-05 1(5) Wire Mesh Reinforcement 9-077 Grout 9-203 7-20.3 Construction Requirements The Contractor shall construct the trench drams as shown in the Plans The slope of the dram pipe shall match the cross slope of the sidewalk 7-20.4 Measurement _ Trench drams will be measured per linear foot of trench dram installed along the invert of the pipe 7-20.5 Payment Payment will be made in accordance with Section 1-04 1, for each of the following listed Bid Items that are included in the proposal "Trench Dram," per linear foot The unit contract price for "Trench Drain" shall be full pay for all labor, materials, and equipment required to construct as shown in the Plans CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4" & 5'" STREET END OF DIVISION 7 SP59 APRIL 2012 ' DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROL AND WATER POLLUTION CONTROL ' Construction Requirements Submittals ' Section 8-01 3(1)A is supplemented with the following The Contractor shall prepare and submit for approval temporary erosion and sediment control plan ' (TESC Plan) that complies with the City of Bremerton NPDES Construction Permit or adopt the TESC Plan in the Plans The TESC Plan shall be submitted to the Engineer 10 working days prior to the start of clearing and grubbing The TESC Plan in the Plans is a working and living document and will need ' to be adjusted during construction depending on specific conditions Contractor is fully responsible for proper erosion and sediment control throughout the project duration ' 8-01A Measurement Section 8-014 is supplemented with the following No unit of measure shall apply to the lump sum price for TESC Plan 8-01.5 Payment "Temporary Erosion and Sediment Control", lump sum The lump sum contract price for "Temporary Water Pollution/Erosion Control" shall be full pay for all labor equipment material and overhead cost associated with creating and implementing the TESC plan, including installing, removing, maintaining, inspecting and repairing Best Management Practices (BMP), and the ESC Lead "TESC Plan", lump sum All cost for furnishing and obtaining approvals for the "TESC Plan" are included in the lump sum cost for the plan, including preparing drafts, obtaining approval, and minor modifications as site conditions change BMPs include, but are not limited to, silt fences, interceptor swales, straw bale barrier/dam, temporary seedmg and mulching, plastic covering, mlet protection, street sweeping, and sediment basm ' (Apnl 3, 2006) Prior to beginning any concrete or grinding work, the Contractor shall submit a plan, for the Engineer's review and approval, outlining the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters The plan shall include how the pH of the water will be maintained between pH 6 5 and pH 8 5 prior to being discharged from the project or entering surface waters CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS- 4th & 5`h STREET SP60 Section 8-01 5 is supplemented with the following (April 3, 2006) All costs associated with the treatment of pH in high pH stormwater or dewatering water shall be included in the applicable concrete, grinding or sawcutting items of work 8-02.3(4)A TOPSOIL A Topsoil Type A The sod mix shall consist of 80% sandy loam and 20% composted organic material The Sandy Loam or Loamy Sand component shall consist largely of sand, but with enough silt and clay present to give it a small amount of stability and shall meet the following sieve analysis Screen Size Percent M Passing 3/8" 100 1/4" 95-100 #10 85-95 #30 60-75 #60 50-60 #100 10-20 #200 0-10 2 The mixed loam shall meet the following Shall have pH range of 5 5 - 7 5 with dolomite lime, sulfur or other amendments, added prior to delivery, as necessary to attain this range The Compost (Organic Amendment) Component shall consist of 100% recycled yard waste materials or other organic waste materials that have been sorted, ground up, aerated and aged and shall be fully composted, stale and mature (non -aerobic) The composting process shall be for at least six months time and the organic amendment shall have a uniform dark, sod -like appearance In addition, the compost shall have the following physical characteristics a Shall have Carbon to Nitrogen ration of between 20 1 and 40 1 If C/N ratio is greater than 40 1, a lab recommended rate of Nutralene (40-0-0), be followed at the time of sod preparation b Shall be certified by the Process to Further Reduce Pathogens (PFRP) guideline for hot composting as established by the United States Environmental Protection Agency c Shall be fully mature and stable before usage d Shall be screened using a sieve no finer than '/4 -inch and no greater than '/2 -inch Based on dry weight of total organic amendment sample Must comply with the following percent by weight passing Sieve Size CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4`" & 5t° STREET Percent M Passing SP61 APRIL 2012 1 1 1 �I n 1 C Fj 1 Add the following new section 1/2" 12 7mm 100 1/4" (6 35mm) 95-100 This work shall consist of furnishing and installing permeable interlocking concrete 4 76mm 90-95 2 38mm 75-90 Materials shall meet the requirements of the following Sections 1 00mm 45-70 Crushed Clean Surfacing 9-03 9(3)A 500micron 0-30 e Shall have heavy metal concentrations below the WSDA limits as follows Metal Type WA State (ppm) ' CITY OF BREMERTON ARSENIC 20 ppm KIWANIS PARK IMPROVEMENTS APRIL 2012 CADMIUM 10 ppm ' COPPER 750 ppm LEAD 150 ppm MERCURY 8 ppm MOLYBDENUM 9 ppm NICKEL 210 ppm ' SELENIUM 18 ppm ZINC 1400 ppm B Recommended Sources for Sods and Compost 1 Walrath Trucking 11405 24th Ave East Tacoma, WA 98445 ' 253 531-7499 2 Cedar Grove Compost Company 17825 Cedar Grove Road S E Maple Valley, WA 98038 Ph 206-832-3068 Add the following new section 8-06 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) 8-05.1 Description This work shall consist of furnishing and installing permeable interlocking concrete pavement (PICP) set in aggregate setting beds, and including edge restraints 8-05.2 Materials Materials shall meet the requirements of the following Sections Bedding Stone 9-03 9(2)A Crushed Clean Surfacing 9-03 9(3)A ' Geotextile for Underground Drainage 9-331 Concrete pavers for PICP shall be solid interlocking paving units, 4 -inch by 8 -inch Eco Priora pavers, "HARVEST" color, or approved equal ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS -4'" & 51" STREET SP62 8-05.3 Construction Requirements 8-05.3(1) General Installation A Do not use unit pavers with chips, cracks, voids, discolorations, and other ' defects that might be structurally unsound or visible in finished work B Cut unit pavers with motor -driven masonry saw equipment or a block splitter to provide clean, sharp, unchipped edges Cut units to provide pattern indicated and to fit adjoining work neatly Use full units without cutting where possible Hammer cutting is not acceptable C Tolerances 1 Variation in Plane between Adjacent Units (Lipping) Do not exceed 1/16- I inch unit -to -unit offset from flush 2 Variation from Level or Indicated Slope Do not exceed 1/8 inch in 24 ' inches and 1/4 inch in 10 feet or a maximum of 1/2 inch D Provide edge restraints as indicated Install edge restraints before placing unit pavers E Provide curbs and edge restraints as indicated Install curbs before placing unit pavers 1 Install concrete curbs on aggregate base course after placing and compacting base course for pavers Set curbs with top edge flush with top of pavers, and edge restraints per plans 8-05.3(2) Setting -Bed Installation A Compact soil subgrade uniformly to at least 95 percent of ASTM D 1557 laboratory density B Proof -roll prepared subgrade to identify soft pockets and areas of excess ' yielding Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Engineer, and replace with compacted ' backfill or fill as directed C Place drainage geotextde over prepared subgrade, overlapping ends and ' edges at least 24 inches D Place aggregate base, compact to 95 percent of ASTM D 1557 maximum laboratory density, and screed to depth indicated E Place leveling course and screed to a thickness of 2 inches, taking care that moisture content remains constant and density is loose and constant until ' pavers are set and compacted CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5'h STREET SP63 8-05.3(3) Paver Installation A Set unit pavers on leveling course, being careful not to disturb leveling base Pavers have spacer bars to control spacing, place pavers hand tight against spacer bars Use string lines to keep straight lines Fill gaps between units that exceed 3/8 inch with pieces cut to fit from full-size pavers 1 When installation is performed with mechanical equipment, use only unit pavers with spacer bars on sides of each unit B Compact pavers into leveling course with a low -amplitude plate vibrator capable of a 3500- to 5000-lbf compaction force at 80 to 90 Hz Use vibrator 1 with neoprene mat on face of plate or other means as needed to prevent cracking and chipping of pavers Perform at least three passes across paving with vibrator 1 Compact pavers when there is sufficient surface to accommodate operation of vibrator, leaving at least 36 inches of uncompacted pavers adjacent to temporary edges 2 Before ending each day's work, compact installed concrete pavers except ' for 36 -inch width of uncompacted pavers adjacent to temporary edges (laying faces) 3 As work progresses to perimeter of installation, compact installed pavers that are adjacent to permanent edges unless they are within 36 inches of laying face 4 Before ending each day's work and when rain interrupts work, cover pavers that have not been compacted and leveling course on which pavers have not been placed with nonstaining plastic sheets to protect ' them from rain C Place graded aggregate fill immediately after vibrating pavers into leveling ' course Spread and screed aggregate fill level with tops of pavers 1 Before ending each day's work, place aggregate fill in installed porous paving except for 42 -inch width of unfilled paving adjacent to temporary edges (laying faces) 2 As work progresses to perimeter of installation, place aggregate fill in installed paving that is adjacent to permanent edges unless it is within 42 inches of laying face 3 Before ending each day's work and when rain interrupts work, cover paving that has not been filled with nonstaining plastic sheets to protect it from rain ' D Remove and replace pavers that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units Provide new units to ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 416 & 5th STREET SP64 match adjoining units and install in same manner as onginal units, with same point treatment and with no evidence of replacement 8-05 3(4) Protection A Porous Pavements Porous pavements shall be protected from sediment and debris entering pavement and underlying system 1 Sod stockpiles on porous pavement shall be separated from the pavement with plastic sheeting 2 If sediment or debris is allowed to enter the porous pavement, the pavement shall immediately be cleaned with vactor truck If areas of porous pavement are allowed to be plugged with sediment or debris, the Contractor shall remove plugged areas and replace with porous pavement to match 8-05.4 Measurement Permeable Interlocking Concrete Pavement will be measured by the square foot for the completed pavement including geotextde, bedding stone, crushed clean surfacing, and concrete unit pavers Paver Subgrade will be measured by the cubic yard The paver subgrade shall meet ASTM 57 gradation 8-05.5 Payment Payment will be made in accordance with Section 1-04 1 for the following bid item "Permeable Interlocking Concrete Pavement," per square foot "Paver Subgrade", per cubic yard The unit contract price per linear foot for nPaver Subgrade" shall be full pay for all work, materials, and labor including all costs for hauling, placement, grading, and compaction 8-07.5 Payment Section 8-07 5 is supplemented with the following "Type C-1 Concrete Curb", per lineal foot The unit contract price per linear foot for "Type C-1 Concrete Curb" shall be full pay for all work, materials, and labor to make the installation of the Type C-1 Concrete Curb complete, including all costs for applying the epoxy bonding agent, installing and painting the curbing ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 Description CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 416 & 516 STREET SP65 APRIL 2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r ii 1 1 1 1 Supplement Section 8-20 1 with the following This work consists of the design and installation of the proposed electrical in accordance with these Specifications and the details shown on the Plans Provide necessary connections to the existing power pole on 5's Street as shown on the Plan in order to energize the new circuit breaker and all the facilities, lighting, and irrigation 1 Verify power source connection, voltage and available circuit for use in designing the electrical revisions Document this information on the electrical shop drawing Plans 2 Coordinate design with other existing and proposed improvements Refer to the Contract plans 3 Design circuit breaker that will service 240 -volt pump for irrigation system (refer to Irrigation Plans), lighting and heating of new restroom, lighting of picnic shelter, and a few spares for future use 4 Size the wires Include a Wire Schedule on the electrical shop drawing referencing size, and design parameters (voltage, amperage, etc ) as applicable 5 Clearly show proposed electrical work at 1"=20' scale or at a scale approved by the Engineer Show locations and sizes of all electrical Imes and components including but not limited to function boxes, conduit and wire runs, and circuit breaker 6 Provide notes as necessary for product and/or installation clarifications Submit three (3) copies of electrical shop drawings for Owner's review 8-20.1(1) Regulations and Codes Section 8-20 1(1) is supplemented with the following All material and work shall conform to the requirements of 1 Latest adopted (by Washington State) edition of the National Electrical Code (NEC) 2 Laws, Rules, and Regulations for Installing Electric Wires and Equipment, Department of Labor and Industries, State of Washington (L&I) 3 National Electrical Manufacturers Association (NEMA) 4 American Society for Testing and Materials (ASTM) 5 Illumination Engineering Society (IES) 6 American Standards Association (ASA) 7 American National Standards Institute (ANSI) ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS — 4'h & 5'd STREET 1 SP66 APRIL 2012 I�] 8 Washington State Department of Transportation Standard Specifications for ' Road, Bridge and Municipal Construction 2010 (Standard Specifications) 9 Washington State Department of Transportation Standard Plans for Road, Bridge and Municipal Construction, latest edition (Standard Plans) 10 City of Bremerton Standards for Work in Rights -of -Way, Division 7 — Street ' Lighting, and Division 8 — Traffic Signalization 11 All applicable provisions of the Revised Code of Washington (RCW) and the ' Washington Administrative Code (WAC), particularly those addressing the requirements for excavation and installation of underground utilities 12 Puget Sound Energy (Puget Power) Prior to start of work, all necessary licenses, permits, and approvals shall be obtained The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the performance of the work, the protection of adjacent property, and the maintenance of all other facilities The Contractor will be required to comply with all the provisions of these instruments and shall save and hold the City of Bremerton harmless from any damage which may be incurred as a result of the Contractor's failure to comply with all the terms of these permits The Contractor is advised that an Electric Work Permit from the State Department of Labor and Industries shall be required for this project City of Bremerton Standards Divisions 7 and 8 of the City of Bremerton Standards for Work in Rights -of -Way are included in the Appendix of these Contract Documents In general, all work and materials shall conform to the City of Bremerton Standards, the 2012 WSDOT Standard Specifications, and the WSDOT Standard Plans Where conflict between these City of Bremerton Standards and the WSDOT Standard Specifications or WSDOT Standard Plans occurs, the City of Bremerton Standards shall take precedence Specific ' requirements contained in the text of these Special Provisions and on the Plans shall take precedence over both the WSDOT Standard Specifications and the City of Bremerton Standards 8-20.2 Materials Section 8-20 2 is supplemented with the following Materials shall be as specified in Section 9-29 of the Standard Specifications and Section 9-29 of these Special Provisions ' 8-20.2(1) Equipment List and Drawings Section 8-20 2(1) is supplemented with the following ' The Contractor shall submit product data for circuit breaker, wires, quick disconnect kits, conduits, ,function boxes, and other appurtenances ' Approval of shop drawings will require up to 30 calendar days from the date the Engineer receives the drawings until they are returned to the Contractor The actual time required for approval is dependent ' upon the completeness and appropriateness of the drawings as submitted CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5t° STREET SP67 ' ' Any deficiencies will require additional time for approval based on the degree of the deficiency and the additional review time required If the shop drawings are returned to the Contractor to correct ' deficiencies, an additional 30 calendar days may be required for the approval process If more than 30 calendar days are required for routine approval of shop drawings that are completed and accurate, the Contractor will be granted an extension of time equal to the additional review time tMaterials not approved by the Engineer be the will not permitted on job site 8-20.3 Construction Requirements Supplement this Section with the following ' Location of conduits, wires, circuit breaker, junction boxes, and other equipment shall be as shown in the approved design -build electrical shop drawing Plans and shall be the size and type indicated ' 8-20.3(l) General Section 8-20 3(l) is supplemented with the following All equipment shall be handled and protected so as to prevent damage Damaged equipment, if any, shall be repaired or replaced by the Contractor to the satisfaction of the Engineer at no additional cost ' to the Owner No new fixtures shall be constructed as part of this Contract that are in conflict with any existing utilities, or the code required thereby It shall be the Contractor's responsibility to locate all utilities whether above, on, or below the ground, and to protect against any and all damages arising from work under this project At least 48 hours before digging, the Contractor shall call the Utilities Underground Locator Center (telephone 1-800424-5555) Contractor must maintain locates during the duration of the project once they have been identified ' The Contractor is advised that safe wiring labels required by the State of Washington Department of Labor and Industries shall apply on this project All manufacturers' warranties or guarantees on all electrical and mechanical equipment, consistent with those provided as customary trade practice, shall be assigned to the City of Bremerton Supplement this Section with the following The Contractor shall stake the electrical system following the design shown in the approved design - build electrical shop drawing Plans, before construction begins for approval by Engineer 8-20.3(2) Excavating and Backfilling Section 8-20 3(2) is supplemented with the following Backfill for trenches shall consist of crushed surfacing top course meeting the requirements of Section ' 9 03 9(3) of the Standard Specifications at the following locations All trench containing conduit regardless of location a All trench located within the roadway, sidewalk, or driveway area, regardless of the type of conduit ' CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP68 1 The Contractor warrants and represents awareness of the statutory provisions contained in RCW ' Backfill for all other trenches may consist of select native backfill from the excavation providing that ' such material is free of organic material, clay, or other deleterious material If sufficient material from the excavation is not available, as determined by the Engineer, the Contractor shall furnish and install i bank run gravel for trench backfill meeting the requirements of Section 9-03 19 of the Standard , Specifications 1 All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Engineer Compaction shall be in conformance with Section 2-30 3(14), Method C of the Standard Specifications The temporary restoration of conduit ' trenches shall be as directed by the Engineer The Contractor warrants and represents awareness of the statutory provisions contained in RCW 19 122 010 through 900, that the Contractor has read and fully understands the same, and will comply ' with the requirements of these provisions which are incorporated by reference herein The Contractor agrees that all trenchmg as well as excavating for all pole foundations shall be an "excavation" as i defined under RCW Chapter 19 122 and that such utilities constitute underground facilities The parties agree that remedies affected under RCW Chapter 19 122 are also incorporated by reference 1 herein Any cost to the Contractor as a result of this law shall be at the Contractor's expense 5 All conduit between the pole foundation and the adjacent junction box regardless of 8-20.3(5) Conduit Section 8-20 3(5) is supplemented with the following inches wide, red, legend "Caution -Electric Line Buried Below," placed approximately 12 inches above ' Galvanized rigid steel conduit shall be used at the following locations 1 All conduit containing signal conductors, except only interconnect cable, regardless of location i 2 All conduit under roadways regardless of contents 3 All conduit above ground regardless of contents 1 4 All conduit between the service point and the service cabinet 5 All conduit between the pole foundation and the adjacent junction box regardless of contents 6 All conduit underneath drive approaches Schedule 40 rigid PVC conduit shall be used at all other locations except that a mmunum of the first 10 feet of conduit out of a junction box, in a run that goes to another junction box, shall be rigid metallic galvanized regardless of conduit type used for the remainder of the run ' Each empty conduit run shall contain a 200 -pound breaking strength polyolefin pull cord, which shall be tied off at both ends , The size of conduit shall be as shown on the Plans All galvanized conduit in contact with concrete shall be wrapped with 2 -inch -wide, 10 -mil -thick ' electrical tape, Scotchrap 50 or approved equal, half -lapped All conduit installed underground shall have polyethylene Underground Hazard Marking Tape, 6 inches wide, red, legend "Caution -Electric Line Buried Below," placed approximately 12 inches above ' the conduit 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes i Section 8-203(6) is supplemented with the following (******) 1 Junction boxes shall be located and oriented as shown on the Plans but may be adjusted in the field by the Engineer to better fit existing conditions No junction boxes shall be located in pedestrian ramp CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP69 1 areas or in landscaped areas See City of Bremerton Standard Drawing 7010 included in the Appendix of these Special Provisions 8-20.4 Measurement Supplement ' No specific unit of measurement will apply to the lump sum items for Electrical Work 8-20.5 Payment Supplement ' "Electrical Work", lump sum 1 1 1 1 The lump sum contract price for `Electrical Work" shall be full compensation of the complete electrical system including but not limited to excavation, backfilling, conduit, wiring, restoring existing facilities, salvaging existing materials, and for making all required tests The design of the electrical and all additional materials and labor, not shown in the Plans or called herem and which are required to complete the electrical system shall be included in the lump sum Contract price PERMANENT SIGNING 8-21 2 Materials Roadside Sign Structures Section 9-06 16 is supplemented with the following (January 3, 2011) Perforated Steel Square Sign Post System Where noted in the Plans, steel sign post systems shall be square, pre -punched galvanized steel tubing, that are NCHRP 350 Test Level 3 Certified and FHWA approved The steel sign post system shall include all anchor sleeves, and other hardware required for a complete sign installation System Acceptance Systems listed in the current QPL will be accepted per the QPL approval code Systems not listed in the QPL will be accepted based on a Supplier's Certificate of Compliance The Supplier's Certificate of Compliance will be a contract specific letter from the supplier stating the system is NCHRP 350 Test Level 3 compliant (January 3, 2011) Manufacturers for Steel Roadside Sign Supports The Standard Plans lists several steel sign support types These supports are patented devices and many are sole -source All of the sign support types listed below are acceptable when shown in the Plans Steel Sian SuDDort Tvpe Type TP -A & TP -13 Type PL, PL -T & PL -U Type AS Type AP Type ST 1, ST 2, ST 3, & ST 4 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4t° & 5`° STREET SP70 Manufacturer Transpo Industries, Inc Northwest Pipe Co Transpo Industries, Inc Transpo Industries, Inc Ultimate Highway Products, APRIL 2012 The City of Bremerton will provide field assistance for all channelization Prior to installing channelization markings, the Contractor shall pre -mark the layout of all channelization per plans and direction from the Engineer Final approval is required by the Engineer Pre -marks shall consist of painted spot markings The Contractor shall notify the Engineer of needed approval of the pre -mark channelization at least 48 hours in advance 8-22.3(6) Removal of Pavement Markings Supplement ' All raised pavement markers (RPM), paint and thermoplastic markings shall be removed prior to channelization work Markings shall be removed by hydroblastmg or other ' Engineer approved method All RPM adhesive remaining as a result of removal shall be removed prior to channelization work Removal operations shall be performed without damage to the existing asphalt pavement Any damage, such as divots, shall be I repaired by the Contractor prior to channelization work All costs for removal of markings and repair of damage shall be considered incidental to Allied Tube & Conduit, Inc, ' Northwest Pipe, Inc , Type SB -1, SB -2, & SB -3 Ultimate Highway Products, , Xcessones ' Squared Development and Manufacturing Incorporated, ' Northwest Pipe, Inc ' 8-22 PAVEMENT MARKING 8-22.1 Description Supplement This work shall consist of furnishing and placing inlay markings and paint pavement markings upon the roadway at the locations shown in the Plans in accordance with the Standard Specifications, Special Provisions and the latest edition of the MUTCD, or as directed by the Engineer Pavement markings as referred to herein shall comply with the following definitions Sharrow Symbol — The sharrow symbol and arrow shall be white paint as specified in the Plans 8-22.3(1) Preliminary Spotting Supplement The City of Bremerton will provide field assistance for all channelization Prior to installing channelization markings, the Contractor shall pre -mark the layout of all channelization per plans and direction from the Engineer Final approval is required by the Engineer Pre -marks shall consist of painted spot markings The Contractor shall notify the Engineer of needed approval of the pre -mark channelization at least 48 hours in advance 8-22.3(6) Removal of Pavement Markings Supplement ' All raised pavement markers (RPM), paint and thermoplastic markings shall be removed prior to channelization work Markings shall be removed by hydroblastmg or other ' Engineer approved method All RPM adhesive remaining as a result of removal shall be removed prior to channelization work Removal operations shall be performed without damage to the existing asphalt pavement Any damage, such as divots, shall be I repaired by the Contractor prior to channelization work All costs for removal of markings and repair of damage shall be considered incidental to and included in the contract ' 8-22.4 Measurement Supplement , Sharrow symbols will be measured per each 8-22.5 Payment Supplement ' Payment will be made for the following bid items CITY OF BREMERTON KIWANLS PARK IMPROVEMENTS APRIL 2012 ' GREEN STREETS - 4t° & 5'° STREET SP71 G 1 1 f 11 e t 1 t Sharrow Per Each The unit contract furnishing all labor, work as specified prices for the above listed items shall be full compensation for tools, materials, and equipment necessary for the completion of the 8-26 POROUS CONCRETE SIDEWALK (NEW SECTION) 8-26.1 Description This work consisting of constructing porous cementitious sidewalk and walkway applications including excavation, subgrade preparation, and aggregate subbase, that shall allow surface water to permeate through the porous surface into the supporting materials to allow infiltration or detention of surface waters 8-26.2 Materials Materials shall meet the requirements of the following Sections Portland Cement and Pozzolans 9-01 Fine Aggregate for Portland Cement Concrete 9-031(2) Aggregates for Porous Pavements 9-031(4) Crushed Gravel (Mineral Aggregate) 9-0311 Premolded Joint Filler 9-041(2) Water 9-25 Portland cement shall be Type II, Type IP, or Type I (SM) Blended hydraulic cement shall conform to the requirements of Section 9-01 2(4) Fine aggregate for porous concrete shall be Class 1 as specified in Section 9-03 1(2) Clean Crushed Surfacing Course for porous concrete shall meet the requirements of AASHTO No 57 and shall conform to the requirements of Section 9-03 1(4)C Premolded point filler for isolation points shall conform to the requirements of Section 9-04 1(2) Curing materials shall be sheet materials as specified in Section 9-23 1 Hydration stabilizing admixtures shall meet the requirements of ASTM C494, Type B or Type D Microfibers shall conform to the requirements of ASTM C 1116, Type III and shall be 1/2 inch in length 8-26.3 Construction Requirements 8-26.3(1) Porous Concrete Mix Design The Contractor shall propose a mix design for porous concrete and shall submit the mix design to the Engineer for acceptance prior to constructing the Test Section Porous concrete shall not be placed in the Test Section without a mix design that has been CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5'6 STREET SP72 reviewed and accepted by the Engineer The porous concrete mix design shall meet the following 1 Void Ratio 15 percent minimum, 30 percent maximum 2 Aggregates Crushed grave , stone meeting No 8 coarse aggregate per ASTM C 33 or No 89 coarse aggregate per ASTM D 448 If other gradation of aggregate is to be used, submit data -on proposed material for approval 3 Unit Weight 120 to 130 pcf 4 Admixture Type D water reducing/retarding —ASTM C 494 5 Aggregate to Cement Ratio 4 1 to 4 5 1 6 Water Potable and complying with ASTM C 94 8-26.3(2) Measuring and Batching Materials Measuring and batching materials for porous concrete sidewalks shall conform to the requirements of Section 5-05 3(4) 8-26.3(3) Acceptance For acceptance, porous concrete sidewalk will be divided into lots A single lot shall be represented by the lesser of one (1) day's production or 50 cubic yards of porous concrete in place Where more than one lot is established in a day's production, should the last lot be less than 25 cubic yards in size it shall be incorporated into the previous lot, where 25 cubic yards or greater, is shall become another lot Where the Contractor has more than one crew placing porous concrete, lots shall be associated with each crew Porous concrete placed by different crews may not be aggregated to produce a lot Acceptance shall be on a lot by lot basis Acceptance of a lot of porous concrete sidewalk will be based on the following criteria Grade Porous concrete sidewalk shall be true to planned grades plus or minus Y2 inch and shall not deviate from grade more than % inch in ten (10) feet Where abutting existing facilities such as sidewalks, walkway, curbs, driveways or other pavements, the porous concrete sidewalk will be flush and provide a transition that will not deviate in more than '/ inch in ten (10) feet 2 Line Porous concrete sidewalk margins shall be true to planned lines plus or minus Y2 inch at any point 3 Slope Porous concrete sidewalk shall be sloped as shown on the Drawings Slope shall be consistent to within 1/4 inch in ten (10) feet 4 Manufacturer's Certificate of Compliance Each load of porous concrete transported to the location of placement shall have an original Manufacturer's Certificate of Compliance as specified in Section 6-02 3(4)13 delivered with the load Photocopies, carbon copies or facsimiles are not acceptable CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4"' & 5t° STREET SP73 r f 1�1 s f 1 'I i 1 1 r 1 ie I 1 1 5 Appearance Each lot of finished porous concrete sidewalk shall be inspected for appearance by the Engineer The porous concrete sidewalk shall have a consistent surface texture, shall have no more than five (5) percent of the surface area within each panel (point to point) filled with paste, shall not be raveled, shall be free of ridges or other surface imperfections, shall have points that are in the specified location and are constructed per specification, and shall be free of cracks Quality Assurance Testing Before final acceptance by the Engineer, the Contractor shall pressure wash the porous concrete sidewalk Pressure washing shall be provided and completed by using portable washer equipment working at a minimum of 3000psi at 1 0 gpm The nozzle shall be held a maximum of three (3) inches off the concrete surface The Contractor shall pressure test three (3) locations per lot or as determined by the Engineer Any sections of porous concrete that breaks up, ravels, or does not infiltrate shall be removed and replaced with acceptable porous concrete to the nearest points The Engineer will determine the acceptability of the concrete after pressure washing The Contractor shall decide, after placing the porous concrete, when to perform the quality assurance testing for the acceptance 8-26.3(4) Rejection Porous concrete sidewalk that does not meet the acceptance criteria put forth in Section 8-26 3(4)A will be refected by the Engineer on a lot by lot basis At the discretion of the Engineer, a localized area of porous concrete sidewalk not meeting the requirements of items 1, 2, 3 and 8 of Section 8-26 3(4)A may be broken into a sublot bounded by planned points Porous concrete sidewalk that has been refected by the Engineer, or the Contractor, shall be removed and replaced at no additional cost to the Owner 8-26.3(5) Mixing Porous Concrete Porous concrete shall be batched and centrally mixed at a semi-automatic or automatic batching plant with a current (within 2 years) certification from the NRMCA Porous concrete shall not be shrink mixed or transit mixed The mixing time, after all materials have been delivered to the drum, shall not be less than 50 seconds or more than 90 seconds The porous concrete aggregates shall be uniformly coated with paste and shall be of the required consistency After mixing, the porous concrete shall be delivered to a truck meeting the requirements of Section 8- 26 3(3)B for transport to the fob site Porous concrete shall be placed no more than 90 minutes from the time water is added to the cement Porous concrete shall not be retempered 8-26.3(5)A Limitations of Mixing Porous Concrete Porous concrete shall not be mixed, placed, compacted or finished when the natural light is inadequate, as determined by the Engineer, unless an adequate and accepted lighting system is in operation CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5`" STREET SP74 Mixing and placing porous concrete shall only occur when the ambient air temperature, as measured in the shade away from artificial heat sources, is greater than 40°F and less than 80°F The temperature of porous concrete shall not be less than 50°F when placed and shall at no time be greater than 90°F Porous concrete shall not be mixed with frozen aggregates 8-26.3(6) Clean Crushed Surfacing Course Porous concrete sidewalk shall be constructed on an aggregate subbase over the prepared subgrade The aggregate subbase shall be constructed to the lines, grades and thickness shown on the Drawings Aggregate subbase shall be Clean Crushed Surfacing Course as specified in section 8-26 2 The aggregate subbase shall be true to grade and slope plus or minus 0 5 inches after compaction Where the grade is low, the surface of the aggregate subbase shall be scarified to a depth of two (2) inches, additional material added and recompacted If there are high areas, the material shall be removed and the area recompacted The Contractor shall take care to protect the aggregate subbase from damage and contamination Damage to the aggregate subbase shall be repaired to the satisfaction of the Engineer at no additional cost Contaminated aggregate subbase shall be removed and replaced to limits as determined by the Engineer The aggregate subbase shall be inspected and accepted by the Engineer prior to placing any porous concrete sidewalk 8-26.3(7) Subgrade Preparation Subgrade for porous concrete sidewalk shall be excavated, graded and compacted as specified in Section 8- 14 3(2) except that the subgrade shall be compacted to a relative density of 92 percent of optimum density of the subgrade soil as determined by ASTM D 698 Prior to placing the Clean Crushed Surfacing Course, the surface of the subgrade shall be scarified to a depth of % to '/ inch Once scanfied, materials or equipment shall not be stored or permitted within the prepared subgrade area so as to avoid re - compaction of the scarified areas and diminishing the infiltration rate of the subgrade 8-26.3(8) Placing, Spreading, and Compacting Porous Concrete Standard methods of placing, spreading, and compacting shall be as described herein However, the contractor may submit for review and approval by the Engineer, alternative methods of work that deviate from the standard methods described in this specification Such methods shall be demonstrated through the Test Section trial and will require final acceptance by the Engineer Alternate methods that are refected through the Test Section will be discontinued Methods described in this specification shall be used 8-26.3(8)A Contractor's Qualifications The Contractor shall employ no less than one (1) NRMCA certified Pervious Concrete Craftsman who shall be on site, overseeing each placement crew during all porous CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t6 & 5'6 STREET SP75 r concrete placement, or the Contractor shall employ no less than three (3) NRMCA certified Pervious Concrete Installers, who shall be on site working as members of each placement crew during all porous concrete placement, or the Contractor shall employ no �f less than three (3) NRMCA certified Pervious Concrete Technicians and one (1) Pervious Concrete Installer, who shall be on site working as members of each placement crew during all concrete placement unless otherwise specified For those crews having personnel with NRMCA certified Pervious Concrete Technician certifications, the placement crew shall also successfully pass a Performance Evaluation required under NRMCA Pervious Concrete Installer certification The porous cement concrete sidewalk test section installed at the project site may be utilized as the "mock-up" placement required for the NRMCA "mock-up" Performance Evaluation exam for Pervious Concrete Installer certification If the "mock up" placement installed for NRMCA certification does not meet the project specifications, the "mock up" placement shall be removed at the Contractor's expense and a new porous concrete sidewalk test section shall be installed, tested and submitted for acceptance Documentation of NRMCA certifications for the Contractor's personnel shall be submitted per Section 8-26 3(2) prior to proceeding with production placement of the porous concrete sidewalks If, in the opinion of the Engineer, personnel used for installing porous concrete sidewalk are unqualified, inattentive to quality, or unsafe, they shall be removed or reassigned from installation of porous concrete sidewalk at the written request of the Engineer 8-26.3(8)6 Test Section Production placement of porous concrete shall not occur until the Contractor has completed a test section of porous concrete sidewalk that meets all of the acceptance criteria herein and is accepted by the Engineer The Contractor should allow time in his schedule for the construction and acceptance of the test section The Contractor shall construct a test section of porous concrete sidewalk with a minimum area of 150 square feet The width of the test section shall be equal to the nominal width of the sidewalk to be placed The test section shall be equivalent and representative of the production porous concrete sidewalk in all aspects including subbase depth and preparation The Engineer shall observe and accept each element of porous concrete sidewalk construction Construction and evaluation of the test section will occur as follows Notify the Engineer at least ten (10) Working Days before installing porous concrete sidewalk test section ` Coordinate the location of the test section with the Engineer Install the test section in accordance with the Specifications and Drawings Notify the Engineer when each element of the test section is ready for inspection Remove, replace, and dispose of any unsatisfactory portions of test section as determined by the Engineer and at no additional cost CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP76 Failure to install acceptable test sections of porous concrete will indicate an unqualified installer Production sections of this Work shall not be placed until achieving a complete test section that fully complies with the Drawings and Specifications and has written acceptance issued by the Engineer The completed and accepted test section shall be maintained and protected throughout the duration of the Work and may not be demolished and disposed of without written permission from the Engineer If the test section is incorporated into the Work, it shall remain in place accepted as a single lot 8-26.3(8)C Placing, Spreading and Compacting Prior to placing porous concrete, the Engineer will inspect and accept all formwork and subbase/subgrade All surfaces that will contact the finished porous concrete shall be damp with no standing water Porous concrete shall not be placed on standing water or frozen materials , Porous concrete sidewalk shall be placed on the prepared subbase as close to its final position as possible in a continuous operation so as to minimize evaporation Where necessary, the porous concrete may be spread with square edged shovels or rakes prior to strike off The porous concrete shall be struck off or screeded to a depth sufficient to allow for compaction to grade Porous concrete shall be placed in a single lift Contractor's personnel shall take care to avoid foot traffic in the porous concrete to prevent non-uniform compaction and to keep contaminating material from the mix Foot traffic on fresh concrete shall not be allowed after it has been struck off Within 20 minutes of discharge from the truck, the concrete shall be compacted, finished and covered for curing The compacted effort shall be sufficient to compact the fresh porous concrete to grade, not draw excessive paste to the surface and to leave a smooth finish In areas where the roller cannot be brought to bear, hand tamping, or other methods accepted by the Engineer, may be used to compact the porous concrete Edges and plastic formed joints shall be finished by hand tooling with a Y2 inch radius edging tool Defects shall be repaired immediately Porous concrete shall be placed continuously Where placement has been halted for a period of 15 minutes, a header shall be placed between the forms and a construction point formed Construction Joint shall be located at the same spacing of where a contraction point would be The porous concrete shall be compacted and finished to the header before placement may continue Upon resuming placement, the header may be carefully removed and a construction point formed at that location Any sloughing or sagging of the previously placed porous concrete at the header location shall be corrected prior to placing new porous concrete against the point 8-26.3(9) Joints Joints shall be of three (3) types construction, contraction, isolation Construction points shall be formed at the end of a day's work or when necessary to stop production for any reason Contraction points shall be used to control random cracking And, isolation points shall be used where the porous concrete abuts existing facilities or where shown on the CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4t6 & 5'e STREET SP77 1 Drawings Wherever possible, the angle between intersecting joint shall be between 80 and 100 degrees 8-26.3(9)A Construction Joints Construction joints shall be located as near as possible to the location of a planned contraction or isolation joint Construction joints are to be formed by placing a header between the forms, at right angles, to the full depth of the finished porous concrete, and set to the height of the forms Porous concrete shall be placed against the header and compacted and finished as normal, including edging Upon resuming paving, the header shall be carefully removed and new porous concrete placed directly against the existing porous concrete The new porous concrete shall be compacted and finished against the hardened porous concrete as if it were a form If an isolation joint is planned at this location, then the premolded joint filler shall be placed against the existing porous concrete and the new porous concrete shall be placed against the premolded joint filler The joint shall be tooled on both sides of the premolded joint filler 8-26.3(9)6 Contraction Joints Contraction joints shall be placed every 20 feet unless otherwise shown on the Drawings Contraction joints shall be have a depth of 1/3 the thickness of the porous concrete and have a width of no more than 1/8 inch Contraction joints may be formed in the plastic concrete using a roller designed for this purpose or by other methods accepted by the Engineer Plastic formed contraction joints shall be tooled on both sides of the joint with a radius of Y2 inch At the option of the Contractor, contraction joints may be saw cut after the porous concrete has hardened If saw cutting the contraction joints, saw cutting shall occur as soon as the concrete is sufficiently cured so that it may be cut without raveling or dislodging aggregate from the finished surface Measures to collect dust and slurry during sawcutting operations shall be implemented by the Contractor To minimize drying, curing materials shall be removed only as needed to make cuts and shall be replaced immediately after cutting 8-26.3(9)C Isolation Joints Isolation joints shall be placed where the porous concrete abuts existing structures or where shown on the Drawings Isolation joints shall continue through the depth of the porous concrete using a 3/8 inch premolded joint filler Isolation joints may be formed by inserting the premolded joint filler into the plastic concrete or by forming a construction joint and affixing the premolded joint filler against one side of the joint and placing fresh porous concrete against it Isolation joints and filler shall be flush with the surrounding porous concrete and shall not deviate from the acceptance criteria for smoothness as shown in Section 5- 06 3(4)A The edges of the porous concrete on either side of the premolded joint filler shall be hand tooled with a Y2 inch radius 8-26.3(10) Surface Smoothness The surface of the porous concrete sidewalk will be checked immediately after compaction for grade and slope using a 10 foot straightedge Where the surface is found to be out of specification as determined by the criteria specified in Section 8 - CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 41h & 5th STREET SP78 26 3(4)A, it shall be immediately corrected by recompactmg, removing excess porous concrete, or by adding porous concrete, as necessary If it is necessary to correct grade or slope by removing excess porous concrete, the surface shall be recompacted and the edges retooled If the grade or slope is to be corrected by the addition of porous concrete, the surface shall be lightly scarified and the new material added The surface shall be recompacted to grade and the edges retooled Any corrections to the surface shall occur before the porous concrete has set or has dried Porous concrete sidewalk that is out of specification with regard to grade or slope will be refected to the nearest points Porous concrete sidewalk that has been corrected shall not be distinguishable from the adjacent, undisturbed porous concrete sidewalk If in the opinion of the Engineer, the corrected porous concrete sidewalk is distinguishable from the adjacent Work, the repaired area will be refected to the nearest points 8-26.3(11) Curing Immediately after the porous concrete sidewalk has been compacted and checked for grade and slope, the sheet curing material as specified in Section 9-23 1 shall be applied If the surface appears dry, lightly mist the surface with water prior to applying the sheet curing material The sheet curing materials shall be fixed in place by method(s) that shall not damage the porous concrete sidewalk and is accepted by the Engineer The porous concrete shall be placed, struck off, finished and the curing materials in place within twenty (20) minutes of the time the porous concrete is discharged from the truck This time may be shortened if conditions exist that promote excessive drying Forms and sheet curing matenal(s) shall remain in place for a minimum of ten (10) Days With the exception of saw cutting equipment, all traffic shall be kept off the porous concrete sidewalk during the curing period For saw cutting contraction points, only the amount of sheet curing material necessary to accomplish the saw cutting shall be removed and the surface of the exposed porous concrete sidewalk shall be kept moist for the entire duration of the exposure Any testing for acceptance shall not occur until the end of the curing period 8-26.3(12) Protection of Porous Concrete Sidewalk As part of the Stormwater Pollution Prevention Plan (SWPPP), rain runoff, surface water of any kind and sediment shall be prevented from entering the area of porous pavement construction, including excavation, until the porous concrete application has cured and the adjacent areas that sheet flow/drain onto the porous pavement are permanently stabilized from erosion and plantings are established Once pavement is placed, protective covers shall continually be maintained until adjacent areas are permanently stabilized and pavement has been accepted The Contractor shall take every precaution to protect the porous concrete sidewalk from damage, including the introduction of foreign materials to the surface, throughout the course of the work Porous concrete sidewalk that is damaged or has been adversely impacted by the introduction of foreign materials shall be refected and replaced to the nearest point CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 5'h STREET SP79 1 8-26.4 Measurement Measurement for "Porous Concrete Sidewalk" will be by the square yard for the surface of porous concrete walk placed Deduction will be made for blocked out areas, castings or other discontinuities in the sidewalk nine (9) square feet or larger 8-26.5 Payment Compensation for the cost necessary to complete the work described in Section 8-26 will be made at the bid item prices Bid only for the Bid items listed or referenced as follows "Porous Concrete Sidewalk", per square yard The Bid Item price for "Porous Concrete Sidewalk" shall include all costs for the work required to construct the porous concrete sidewalk as specified in this section, including but not limited to, testing, excavation, and subgrade preparation, and furnishing and installing aggregate subbase and porous concrete END OF DIVISION 8 t �\ CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5'h STREET SP80 DIVISION 9 MATERIALS AGGREGATES For use when HMA is being utilized on a protect 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following 1 Job Mix Formula Tolerances After the JMF is determined as required in 5- 04 3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances These tolerance limits constitute the allowable limits as described in Section 1-06 2 The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100 The tolerance limits on sieves shall only apply to sieves with control points Add the following new section 9-03.9(2)A Bedding Aggregate — Permeable Interlocking Concrete Pavements Bedding Aggregate shall meet the grading and quality requirements of the American Association of State Highway and Transportation Officials (AASHTO) No 8 This material shall consist of clean, uniformly graded, and crushed with minimum voids of 40% as determined by ASTM C29 The grading and quality requirements are Sieve Size Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 3/8 inch 85-100 1» 3/» '/» and 3/8" sieves ±6% ±8% U S No 4 sieve ±6% ±8% U S No 8 sieve ±6% ±8% US No 200 sieve ±2 0% ±3 0% Asphalt Binder ±0 5% ±0 7% These tolerance limits constitute the allowable limits as described in Section 1-06 2 The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100 The tolerance limits on sieves shall only apply to sieves with control points Add the following new section 9-03.9(2)A Bedding Aggregate — Permeable Interlocking Concrete Pavements Bedding Aggregate shall meet the grading and quality requirements of the American Association of State Highway and Transportation Officials (AASHTO) No 8 This material shall consist of clean, uniformly graded, and crushed with minimum voids of 40% as determined by ASTM C29 The grading and quality requirements are Sieve Size Percent Passim 1/2 inch 100 3/8 inch 85-100 No 4 10-30 No 8 0 to 10 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS -416 & 5th STREET SP81 APRIL 2012 1 1 r t t r t 11 4 1" 1 11 1 11 Fi 11 No 16 0-5 All percentages are by weight Add the following new section 9-03.9(3)A Crushed Clean Surfacing — Permeable Interlocking Concrete Pavements and Pervious Asphalt Crushed Surfacing Choker Course shall meet the grading and quality requirements of the American Association of State Highway and Transportation Officials (AASHTO) No 57 This material shall consist of clean '/2 to 1-1/2 inch uniformly graded crushed surfacing material The grading and quality requirements are Sieve Size Percent Passing 1-1/2 inch 100 1 inch 95-100 '/i inch 25-60 #4 0-10 #8 0-5 % Fracture 100 All percentages are by weight Add the following new section 9-37 Bioretention Soil Mix (BSM) for Rain Gardens 9-37.1 Description Furnish and install Bioretention Soil Mix (BSM) for Ram Gardens Bioretention soil shall consist of two parts compost (approximately 35 percent) by volume meeting the requirements of Section 9- 14 4(9) and three parts Mineral Aggregate (approximately 65 percent), by volume meeting the requirements of Section 9-03 2(3) The mixture shall be well blended to produce a homogeneous mix Organic matter content shall be 4 to 6 percent, with the final mix to be determined by the Engineer based on samples and test results submitted 9-37.1(1) Submittals Upon forty-five (45) days prior to start of installation of items in this section, the Contractor shall provide submittals required in this section to the landscape architect for review and approval Product Data For each type of product, submit manufacturer's product literature with technical data sufficient to demonstrate that the product meets these specifications Material Certificates Submit material certificates for all natural and bulk material indicating that the material meets the requirements of the specification to the landscape architect for approval Samples for Verification Submit samples of each product and material where required by the specification to the landscape architect for approval Label samples to indicate product, specification number, characteristics, and locations in the Work Samples will be reviewed for appearance only Compliance with all other requirements is the exclusive responsibility of the contractor Delivered materials shall closely match the samples CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4111 & 5th STREET SP82 1 Submit two gallon samples of all sand, compost and sod amendment products for BSM in this section The number of samples shall be as required for each material a Samples should be labeled to include the location of the source of the material b Samples of all topsoil, sand, sod amendment products shall be submitted at the same time as the particle size and physical analysis of that material c BSM shall be labeled as to the percentage of each component in the mix 2 Sod test analysis Submit soil testing results from an approved sod -testing laboratory for the BSM for approval a The testing lab shall be a member of the Sod Science Society of America's, North American Proficiency Testing Program (NAPT), and have a minimum of 5 years experience b All testing shall comply with the requirements of the Methods of Soil Analysis Part 1 and 3, published by the Sod Science Society of America c Provide a Particle Size Analysis including the following gradient of mineral content d Provide a Chemical Analysis including the following • pH and Buffer pH • Percent organic content by oven dried weight • Nutrient levels by parts per million including nitrogen, phosphorus, potassium magnesium, manganese, iron, zinc and calcium Nutrient test shall include the testing laboratory recommendations for supplemental additions to the BSM • Soluble salt by electrical conductivity of a 1 2 sod water sample measured in Mdliohm per cm • Cation Exchange Capacity (CEC) Chemical analysis shall include recommendations from the soils laboratory as to ranges of each element appropriate for the types of plants to be grown in the soil e Provide a physical analysis of each planting mix to include the following test results Water permeability with the sample compacted to 80% and 85% maximum proctor density utilizing proctor test (ASTM D 698-91) Test CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5'" STREET SP83 1 11 11 A 11 1 results shall indicate bulk density of oven dry sample at 80% and 85% expressed in grams per cubic centimeter Provide sod infiltration rate in inches per hour before and after installation using standard acceptable practices such as a double ring infiltrometer f All testing shall be at the expense of the Contractor The landscape architect may request additional Planting mix test on different mix component ratios in order to attain results that more closely meet the mix requirements 3 Submit the manufacturer's particle size analysis for all sand and gravel to the landscape architect for approval Provide the manufacturer's Fines Modulus Index for each sand source 4 Submit the manufacturer's particle size analysis, pH and certificate of length of composting period for all organic materials to the landscape architect for approval 9-37.2 Materials Available Manufacturers Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following 9-37.2(1) Sand Mineral Aggregate (for use as a Component of Bioretention Soil Mix (BSM) According to ASTM D 2487-98 (Classification of Soils for Engineering Purposes (Unified Soil Classification System)), well -graded sand should have the following gradation coefficients Coefficient of Uniformity (Cu = D60/D 10) equal to or greater than 6 and Coefficient of Curve (Cc = (D30)2/D60 x 1310) greater than or equal to 1 and less than or equal to 3 Sands shall be clean, sharp, natural sands free of limestone, shale and slate particles Sand PH shall be lower than 7 0 Provide the following particle size distribution Sieve Size Percent Passing 3/8" 100 #4 95-100 #10 75-90 #40 25-40 #100 4-10 #200 2-4 9-37.2(2) Compost for use as a Component of Bioretention Soil Mix (BSM) Compost shall be mature, stable (low oxygen use and CO2 generation) and mature (capable of supporting plant growth), weed free, and produced by aerobic decomposition of organic matter The product must not contain any visible refuse or other physical contaminants, substances toxic to CITY OF BREMERTON KMANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4t° & 5`h STREET SP84 plants, or over 5% sand, slit, clay or rock material by dry weight The product shall possess no ob9ectlonable odors and not contain any biosollds The moisture level shall be such that no visible water or dust is produced when handling the material Testing The results of Compost analysis shall be provided by the Compost supplier Before delivery of the Compost, the supplier must provide the following documentation A statement that the Compost meets federal and state health and safety regulations 2 Tested in accordance with the U S Composting Council "Testing Methods for the Examination of Compost and Composting" (TMECC), as established in the Composting Council's "Seal of Testing Assurance" (STA) program 3 A copy of the lab analysis, less than four months old, performed by a Seal of Testing Assurance Certified Laboratory verifying that the Compost meets the following requirements • Compost shall be produced at facility permitted by the WA Department of Ecology • Compost shall meet the definition of "composted materials" in WAC 173-350, section 220 (including contaminant levels and other standards) • Screen to the size gradations for Fine Compost under TMECC test method 02 02-B • Manufactured inert content less that 1 % by weight (TMECC 03 08- A) • Moisture content range no visible free water or dust produced when handling the material • Minimum organic matter content 40% (TMECC 05 07-A) • pH between 6 0 and 85 (TMECC 04 11-A) • Soluble salt content less than 4 0 mmhos/cm (TMECC 04 10-A) • Maturity greater than 80% (TMECC 0505-A "Germination and Vigor") • Stability of 7 or below (TMECC 05 08-B "Carbon Dioxide Evolution Rate") • Carbon to nitrogen ratio (TMECC 04 01 "Total Carbon" and 04 02D "Total Kjeldahl Nitrogen") of less than 25 1 • Cation Exchange Capacity (CEC) must be z 5 milliequivalents/100 g dry soil Provide a two gallon sample with manufacturer's literature and material certification that the product meets the requirements 9-37.2(3) Blending of Bioretention Soil Mix (BSM) Materials Contractor shall thoroughly blend the sand mineral aggregate and compost and soil amendments (as defined by the soils test) to formulate the BSM to meet the defined requirements A Sand mineral aggregate to compost ratio • 65 percent sand mineral aggregate, 35 percent compost CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & 5"STREET SP85 1 1 9-37.5 Payment CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4" & 5'" STREET SP86 B Adjust the ratio of the components to achieve water permeability between 2 and 4 inches per hour, when compacted to 80-85% of maximum dry density Submit multiple mix ratios for permeability testing to establish the correct mix ratio for the BSM C Final BSM shall have a pH of between 5 5 and 7 5 D Final mix shall have an organic matter content (tested by ignition) of between 5 and 8% Sample of final mix test for organic matter shall be screened through a 1/4" mesh E Provide a two gallon sample with manufacturer's literature and material certification that the product meets the requirements 9-37.3 Construction Requirements Examine areas indicated to receive BSM, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance Proceed with installation only after unsatisfactory conditions have been corrected 9-37.3(1) Delivery, Storage, and Handling When warranties are required, verify with Owner's counsel that special warranties stated in this article are not less than remedies available to Owner under prevailing local laws Packaged Materials Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of conformance with state and federal laws, if applicable Protect materials from deterioration during delivery and while on the protect site Bulk Materials Do not deliver or place backfill, soils and soil amendments to frozen, wet, or muddy conditions Do not dump or store bulk materials near structures, utilities, sidewalks, pavements, and other facilities, or on existing trees, turf areas or plants Provide protection including tarps, plastic and or matting between all bulk materials and any finished surfaces sufficient to protect the finish material Provide erosion -control measures to prevent erosion or displacement of bulk materials and discharge of soil -bearing water runoff or airborne dust to adjacent properties, water conveyance systems, and walkways Provide additional sediment control to retain excavated material, backfill, soil �r amendments and planting mix within the project limits as needed 9-37.4 Measurement "Bioretention Soil Mix" will be measured by the cubic yard in the haul conveyance at the point of delivery 1 9-37.5 Payment CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4" & 5'" STREET SP86 "Bioretention Soil Mix," per cubic yard The unit contract price for "Bloretention Soil Mix" shall be full pay for all labor, equipment, and materials required, in accordance with the plans and specifications CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS GREEN STREETS - 4t' & 5th STREET END OF DIVISION 9 SP87 APRIL 2012 11 ' STANDARD PLANS January 3, 2011 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No PT 09-013, effective January 3, 2011 is made a part of this contract The Standard Plans are revised as follows B-10 20 and B10 40 Substitute "step" in lieu of "handhold" on plan CC=1 Note 6 is revised as follows Type 1-_ is replaced with a blank (fill-in) following Type C-1 b Note 5 is revised as follows Type 1 _ is replaced with a blank (fill-in) following Type C-3. C-313. C -3C Note 1 is revised as follows replace reference F -2b with F-10 42 C-5 Note 1 Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts Standard Spec 9-06 5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans �t Is revised as follows Attach guardrail to bridge rad or concrete barrier with 7/8" diameter bolts per Standard Spec 9-06 5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans CC=7 Note 2 Attach guardrail to bridge rail or concrete barrier with 7/8" diameter high strength bolts (Standard Spec 9-06 5(4)), with thin slab ferrule inserts or resin bonded anchors See Contract Pians Is revised as follows Attach guardrail to bridge rad or concrete barrier with 7/8" diameter bolts (5 MIN ) per Standard Spec 9-06 5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans C -7a �( Note 1 Attach guardrail to bridge rad or concrete barrier with 7/8" diameter high strength bolts (Standard Spec 9-06 5(4)), with thin slab ferrule inserts or resin bonded anchors See Contract Plans Is revised as follows Attach guardrail to bridge rad or concrete barrier with 7/8" diameter bolts (5 MIN ) per Standard Spec 9-06 5(4), with thin slab ferrule inserts or resin bonded anchors See Contract Plans C -14a CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4`" & 5'" STREET S1,88 SECTION B, callout — 1'/2' PVC CONDUIT (TYP) is revised to read 1W PVC CONDUIT (TYP ) callout (mark) 8 #9 — 36" (TYP ) is revised to read callout (mark) 8 #8 — 36" (TYP ) EPDXY BAR EXPANSION JOINT DETAIL, callout (mark) W #9 (epoxy coated symbol) 36" (TYP ) is revised to read callout (mark) 8 #8 (epoxy coated symbol) — 36" (TYP ) C20 40 Plan View, Remove (Cases 19A & B-31) (Case 20-31) (case 21-31) from the span dimension D-3 Sheet 1, Key Note 1, the term "Low Survivability" is revised to "Moderate Survivability" D -3b Key Note 7, reference D -3a is revised to D-3 10 TYPICAL SECTION, lower left corner, reference D -3a is revised to D-3 10 D -3c Key Note 7,reference D -3a is revised to D-3 10 TYPICAL SECTION, lower left corner, references (2x) D -3a are revised to D-3 10 G-24 40 Existing callout - CORNER BOLT (TYP ) New callout - CORNER BOLT OR SHOULDER BOLT (TYP ) G-24 60 ELEVATION, upper left corner, callout W6x12 STEEL SIGN POST (TYP) is revised to read STEEL SIGN POST (TYP )-(See Contract Plans for Post Sizes) ELEVATION, upper center, callout Steel Sign Post- (W6x12 through W10x26—See Contract) is revised to read Steel Sign Post (Typ )-(See Contract Plans for Post Sizes) Both Elevations, dimension for "post height" should be to the top of the post not the sign J -if Note 2, reference to J -7d is revised to J-15 15 J -3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J -6C " is revised to read "SEE STANDARD PLAN J-10 10 " J -7c Note 3, reference to J -7d is revised to J-15 15 J-10 10 Sheet 1,Plan Note 11 If the slope is 3H 1V or steeper, special considerations may be necessary for safety reasons Easier access using a stairway may be used See Plan Sheet Library RD -15 for details Coordinate with Maintenance and Project Engineer Is revised to read as follows If the slope is 3H 1V or steeper, special considerations may be necessary for safety reasons Easier access using a stairway may be prudent Contact WSDOT Bridge and Structures office for stairway design J -16b Key Note 1, reference to J-1 6a is revised to J-40 36 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'h & 5`h STREET SP89 M-65 10 PERSPECTIVE VIEW, add dim "SEE NOTE 1" to right side of PERSPECTIVE VIEW To clarify that the requirement must be met on both sides of the roadway The following are the Standard Plan numbers applicable at the time this project was J -16c Key Note 1, reference to J -16a is revised to J-40 36 Standard J-20 10 Sheet 2, 2 -Way Mounting Angle Detail, Dimension 1625" is revised to 1 8125" Dimension 2 375" is revised to 2 1875" A-50 20-01 J-21 10 Sheet 1, Detail C, callout 4-3/4" x 2'-6" Anchor Bolt (Typ )ASTM A-307 or F 1554 GR 36 A-50 30-00 (See Note 4) is revised to 3/4" x 2'-6" Anchor Bolt (Typ of 4) -ASTM A-307 or F 1554 GR 36 (See Note 4) A-50 40-00 Sheet 2, Detail F, callout 3- 3/4" x 2'- 6"x4" Anchor Bolt (Typ )-ASTM A-307 or F 1554 GR 36 (See Note 4) is revised to 3/4" x T-6" Anchor Bolt (Typ of 3) -ASTM A-307 or F 1554 GR 36 A-6010-01 (See Note 4) K-80 30 A-60 20-01 - In the NARROW BASE, END view, the reference to Std Plan C -8e is revised to Std Plan K- 8035 8035 L-20 10, Sheet 1 Delete all references to tension cable and substitute tension wire Add knuckled selvage is required on the top edge of the fence fabric L-20 10. Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizing are not required L-30 10, Sheet 1 Delete all references to tension cable and substitute tension wire L-30 10, Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizing are not required M-1 60 COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN is changed to 300' MIN M-65 10 PERSPECTIVE VIEW, add dim "SEE NOTE 1" to right side of PERSPECTIVE VIEW To clarify that the requirement must be met on both sides of the roadway The following are the Standard Plan numbers applicable at the time this project was advertised The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan Standard Plans showing different dates shall not be used in this contract A-10 10-00 8/07/07 A-30 35-00 10/12/07 A-50 20-01 9/22/09 A-10 20-00 10/05/07 A-40 00-00 8/11/09 A-50 30-00 11/17/08 A-10 30-00 10/05/07 A-40 10-01 8/11/09 A-50 40-00 11/17/08 A-2010-00 8/31/07 A-4015-00 8/11/09 A-6010-01 10/14/09 A-30 10-00 11/08/07 A-40 20-00 9/20/07 CITY OF BREMERTON A-60 20-01 8/11/09 KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS -4t° & 5h STREET SP90 A-30 15-00 11/08/07 A-40 50-00 11/08/07 A-60 30-00 11/08/07 A-30 30-00 11/08/07 A-50 10-00 11/17/08 A-60 40-00 8/31/07 B-5 20-00 6/01/06 B-30 50-00 6/01/06 B-75 20-01 6/10/08 B-5 40-00 6/01/06 B-30 70-01 8/31/07 B-75 50-01 6/10/08 B-5 60-00 6/01/06 B-30 80-00 6/08/06 B-75 60-00 6/08/06 B-10 20-00 6/01/06 B-30 90-01 9/20/07 B-80 20-00 6/08/06 B-10 40-00 6/01/06 B-35 20-00 6/08/06 B-80 40-00 6/01/06 B-10 60-00 6/08/06 B-35 40-00 6/08/06 B-82 20-00 6/01/06 B-15 20-00 6/01/06 B-40 20-00 6/01/06 B-85 10-01 . 6/10/08 B-15 40-00 6/01/06 B-40 40-01 6/16/10 B-85 20-00 6/01/06 B-15 60-00 6/01/06 B-45 20-00 6/01/06 B-85 30-00 6/01/06 B-20 20-01 11/21/06 B-45 40-00 6/01/06 B-85 40-00 6/08/06 B-20 40-02 6/10/08 B-50 20-00 6/01/06 B-85 50-01 6/10/08 B-20 60-02 6/10/08 B-55 20-00 6/01/06 B-90 10-00 6/08/06 B-25 20-00 6/08/06 B-60 20-00 6/08/06 B-90 20-00 6/08/06 B-25 60-00 6/01/06 B-60 40-00 6/01/06 B-90 30-00 6/08/06 B-3010-00 6/08/06 B-65 20-00 6/01/06 B-90 40-00 6/08/06 B-30 20-01 11/21/06 B-65 40-00 6/01/06 B-90 50-00 6/08/06 B-30 30-00 6/01/06 B-70 20-00 6/01/06 B-95 20-01 2/03/09 B-30 40-00 6/01/06 B-70 60-00 6/01/06 B-95 40-00 6/08/06 C-1 2/10/09 C -4e 2/20/03 C-141 2/10/09 C -1a 10/14/09 C -4f 6/30/04 C -14j 12/02/03 C-1 b 6/3/10 C-5 10/14/09 C -14k 2/10/09 C-1 c 5/30/97 C-6 5/30/97 C -15a 7/3/08 C -1d 10/31/03 C -6a 10/14/09 C-1 5b 7/3/08 C-2 1/06/00 C -6c 1/06/00 C -16a 6/3/10 C -2a 6/21/06 C -6d 5/30/97 C -16b 6/3/10 C -2b 6/21/06 C -6f 7/25/97 C-2014-01 10/14/09 C -2c 6/21/06 C-7 10/31/03 C-2015-00 10/14/09 C -2d 6/21/06 C -7a 10/31/03 C-2018-00 10/14/09 C -2e 6/21/06 C-8 2/10/09 C-2019-00 10/14/09 C -2f 3/14/97 C -8a 7/25/97 C-20 40-01 10/14/09 C -2g 7/27/01 C -8b 2/10/09 C-20 42-01 10/14/09 C -2h 3/28/97 C -8e 2/21/07 C-2214-01 6/3/10 C-21 3/28/97 C -8f 6/30/04 C-2216-01 6/3/10 C -2j 6/12/98 C-10 6/3/10 C-22 40-02 6/16/10 C -2k 7/27/01 C-13 7/3/08 C-23 60-01 10/14/09 C -2n 7/27/01 C-1 3a 7/3/08 C-2518-01 9/20/07 C -2o 7/13/01 C-1 3b 7/3/08 C-25 20-04 10/14/09 C -2p 10/31/03 C-1 3c 7/3/08 C-25 22-03 10/14/09 C-3 10/04/05 C -14a 7/3/08 C-25 26-01 10/14/09 C -3a 10/04/05 C -14b 7/26/02 C-25 80-01 7/3/08 C -3b 10/04/05 C -14c 7/3/08 C-28 40-00 2/06/07 C -3c 6/21/06 C -14d 7/3/08 C-40 14-01 6/3/10 C -4b 6/08/06 C -14e 7/3/08 C-4016-01 6/3/10 C -4b 6/08/06 C -14h 2/10/09 C-4018-01 10/14/09 C-9010-00 7/3/08 D-2 02-00 11/10/05 D-2 44-00 11/10/05 D-3 11-00 6/16/10 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS — 4'b & 5t° STREET SP91 1 F1 L.I D-2 04 -00 11 /1 0/05 - D-2 46 00 11/10/05 - D 3b 6/30/04 D-2 06-01 1/06/09 D-2 48-00 11/10/05 D -3c 6/30/04 D-2 08-00 11/10/05 D-2 60-00 11/10/05 D-4 12/11/98 D-2 10-00 11/10/05 D-2 62-00 11/10/05 D-6 6/19/98 D-2 12-00 11/10/05 D-2 64-01 1/06/09 D-10 10-01 12/02/08 D-2 14-00 11/10/05 D-2 66-00 11/10/05 D-10 15-01 12/02/08 D-2 16-00 11/10/05 D-2 68-00 11/10/05 D-10 20-00 7/8/08 D-2 18-00 11/10/05 D-2 78-00 11/10/05 D-10 25-00 7/8/08 D-2 20-00 11/10/05 D-2 80-00 11/10/05 D-10 30-00 7/8/08 D-2 30-00 11/10/05 D-2 82-00 11/10/05 D-10 35-00 7/8/08 D-2 32-00 11/10/05 D-2 84-00 11/10/05 D-10 40-01 12/02/08 D-2 34-01 1/06/09 D-2 86-00 11/10/05 D-10 45-01 12/02/08 D-2 36-02 1/06/09 D-2 88-00 11/10/05 D-15 10-01 12/02/08 D-2 38-00 11/10/05 D-2 92-00 11/10/05 D-15 20-01 1/06/09 D-2 40-00 11/10/05 D-3 6/16/10 D-15 30-01 12/02/08 D-2 42-00 11/10/05 D-3 10-00 6/16/10 E-1 2/21/07 E-4 8/27/03 E-2 5/29/98 E -4a 8/27/03 F-10 12-01 6/3/10 F-10 62-01 9/05/07 F-40 14-01 6/3/10 F-10 16-00 12/20/06 F-10 64-02 7/3/08 F-40 15-01 6/3/10 F-10 40-01 7/3/08 F-30 10-01 6/3/10 F-40 16-01 6/3/10 F-10 42-00 1/23/07 F-40 12-01 6/3/10 F-45 10-00 6/3/10 F-80 10-01 6/3/10 G-10 10-00 9/20/07 G-24 60-00 11/08/07 G-70 20-00 10/5/07 G-20 10-00 9/20/07 G-25 10-01 1/06/09 G-70 30-00 10/5/07 G-22 10-01 7/3/08 G-30 10-00 11/08/07 G-90 10-00 1/06/09 G-24 10-00 11/08/07 G-50 10-00 11/08/07 G-90 20-00 1/06/09 G-24 20-00 11/08/07 G-60 10-00 8/31/07 G-90 30-00 1106/09 G-24 30-00 11/08/07 G-60 20-00 8/31/07 G-90 40-01 10/14/09 G-24 40-01 12/02/08 G-60 30-00 8/31/07 G-95 10-00 11/08/07 G-24 50-00 11/08/07 G-70 10-00 10/5/07 G-95 20-01 7/10/08 G-95 30-01 7/10/08 H-1010-00 7/3/08 H-3210-00 9/20/07 H-7010-00 9/05/07 H-10 15-00 7/3/08 H-60 10-01 7/3/08 H-70 20-00 9/05/07 H-30 10-00 10/12/07 H-60 20-01 7/3/08 H-70 30-01 11/17/08 1-1010-01 8/11/09 1-3040-00 10/12/07 1-5020-00 8/31/07 1-3010-01 8/11/09 1-3050-00 11/14/07 1-6010-00 8/31/07 1-3015-00 8/11/09 1-4010-00 9/20/07 1-6020-00 8/31/07 1-3020-00 9/20/07 1-4020-00 9/20/07 1-8010-01 8/11/09 1-3030-00 9/20/07 1-5010-00 9/20/07 J -if 6/23/00 J-20 9/02/05 J-28 40-01 10/14/09 J-3 8/01/97 J-20 10-00 10/14/09 J-28 42-00 8/07/07 J -3b 3/04/05 J-20 15-00 10/14/09 J-28 45-00 8/07/07 J -3c 6/24/02 J-20 16-00 10/14/09 J-28 50-01 6/16/10 J -3d 11/05/03 J-20 20-00 10/14/09 J-28 60-00 8/07/07 CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4th & 5th STREET SP92 F1 L.I J -7c 6/19/98 J-20 26-00 10/14/09 J-28 70-00 11/08/07 J -8a 5/20/04 J-2110-01 6/3/10 J-4010-01 10/14/09 J -8b 5/20/04 J-21 15-00 10/14/09 J-40 30-01 6/3/10 J -8c 5/20/04 J-21 16-00 10/14/09 J-40 36-00 6/3/10 J -8d 5/20/04 J-21 17-00 10/14/09 J-40 37-00 6/3/10 J -9a 4/24/98 J-2120-00 10/14/09 J-6013-00 6/16/10 J-10 7/18/97 J-2215-00 10/14/09 J-6014-00 6/16/10 J-1010-00 6/16/10 J-2216-01 6/3/10 J-7510-00 2/10/09 J-11 b 9/02/05 J-26 10-00 6/16/10 J-75 20-00 2/10/09 J-12 2/10/09 J-26 15-00 6/16/10 J-75 30-00 2/10/09 J-15 15-00 6/16/10 J-28 10-00 8/07/07 J-75 40-00 10/14/09 J-1 6b 2/10/09 J-28 22-00 8/07/07 J-75 45-00 10/14/09 J -16c 2/10/09 J-28 24-00 8/07/07 J-90 10-00 2/10/09 J-18 2/10/09 J-28 26-01 12/02/08 J-90 20-00 2/10/09 J-19 2/10/09 J-28 30-01 10/14/09 K-10 20-01 10/12/07 K-26 40-01 10/12/07 K-40 60-00 2/15/07 K-10 40-00 2/15/07 K-30 20-00 2/15/07 K-40 80-00 2/15/07 K-20 20-01 10/12/07 K-30 40-01 10/12/07 K-55 20-00 2/15/07 K-20 40-00 2/15/07 K-32 20-00 2/15/07 K-60 20-02 7/3/08 K-20 60-00' 2/15/07 K-32 40-00 2/15/07 K-60 40-00 2/15/07 K-22 20-01 10/12/07 K-32 60-00 2/15/07 K-70 20-00 2/15/07 K-24 20-00 2/15/07 K-32 80-00 2/15/07 K-80 10-00 2/21/07 K-24 40-01 10/12/07 K-34 20-00 2/15/07 K-80 20-00 12/20/06 K-24 60-00 2/15/07 K-36 20-00 2/15/07 K-80 30-00 2/21/07 K-24 80-01 10/12/07 K-40 20-00 2/15/07 K-80 35-00 2/21/07 K-26 20-00 2/15/07 K-40 40-00 2/15/07 K-80 37-00 2/21/07 L-10 10-00 2/21/07 L-40 10-00 2/21/07 L-70 10-01 5/21/08 L-20 10-00 2/07/07 L-40 15-00 2/21/07 L-70 20-01 5/21/08 L-30 10-00 2/07/07 L-40 20-00 2/21/07 M-1 20-01 1/30/07 M-7 50-01 1/30/07 M-24 60-02 2/06/07 M-1 40-01 1/30/07 M-9 50-01 1/30/07 M-40 10-01 6/3/10 M-1 60-01 1/30/07 M-9 60-00 2/10/09 M-40 20-00 10/12/07 M-1 80-02 8/31/07 M-11 10-01 1/30/07 M-40 30-00 9/20/07 M-2 20-01 1/30/07 M-15 10-01 2/06/07 M-40 40-00 9/20/07 M-2 40-01 1/30/07 M-17 10-02 7/3/08 M-40 50-00 9/20/07 M-2 60-01 1/30/07 M-20 10-01 1/30/07 M-40 60-00 9/20/07 M-3 10-02 2/10/09 M-20 20-01 1/30/07 M-60 10-00 9/05/07 M-3 20-01 1/30/07 M-20 30-02 10/14/09 M-60 20-01 2/03/09 M-3 30-02 2/10/09 M-20 40-01 1/30/07 M-65 10-01 5/21/08 M-3 40-02 2/10/09 M-20 50-01 1130/07 M-80 10-00 6/10/08 M-3 50-01 1/30/07 M-24 20-01 5/31/06 M-80 20-00 6/10/08 M-5 10-01 1/30/07 M-24 40-01 5/31/06 M-80 30-00 6/10/08 END OF STANDARD PLANS CITY OF BREMERTON KIWANIS PARK IMPROVEMENTS APRIL 2012 GREEN STREETS - 4'" & S'" STREET SP93 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 4 PROJECT NAME: Kiwanis Park and Green Streets Project PROJECT NO: 4;F5 2 U CONTRACTOR: South Bay Excavating ORIGINAL CONTRACT AMOUNT: PREVIOUSLY APPROVED CHANGES: $1,041,300.75 DAYS: 120 $61,133.23 DAYS: 01 THIS CHANGE: $50,078.00 DAYS: 0 REVISED CONTRACT AMOUNT: $1,152,511.98 DAYS: 0 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME CD 7 AMOUNT AMOUNT EXTENSION (DAYS:) 3 N N Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change X 1 Schedule A: Costs associated with increased Project labor 50,000.00 0 on Green Streets portion of project X 2. Final Contract accounting adjustment. 78.00 0 NET CHANGE IN CONTRACT AMOUNT 50,078.00 INCREASE OR (DECREASE) ESTIMATED SALES TAX AT 8.6% 0.00 TOTAL INCLUDING SALES TAX 50,078.00 0 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change CONTRACT CHANGE ORDER NO: 4 PROJECT NAME: Kiwanis Park and Green Streets Project Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR So L.�O , ��� �ri�va-c�N (� 1 I f4 L DATE -- I d -Approved: PROJECT MANAGER Recommended: / �- - ----- — DATE: 4111-1 CITY ENGINEER Council action is r quired as project cost will exceed approved budget. ■ Yes ❑ No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ■ Yes ❑ No Recommende / DATE:'!/6 DIRECTOR PUBL WORKS AND UTILITIES y/ Recommen ed. DATE: MAYOR Approved: DATE: 1� APPROVED AS TO FORM: ATTEST: Bremerton City Attorney City Clerk Page 2 of 2 CR 2A AGREEMENT The City of Bremerton (the "City") and South Bay Excavating ("SBE") (collectively, the "Parties") enter into the following agreement ("Agreement") with respect to the Kiwanis Park and Green Street Project (the "Project"): 1. Subject to written consent from South Sound Bank (as provided in Paragraph 7 herein), the Parties agree to execute a Project Change Order ("Change Order") with the following provisions: a) Adjustment to increase the Contract Sum by Fifty Thousand Dollars ($50,000) plus applicable sales taxes, if any. The Parties acknowledge that the adjustment to the Contract Sum is for costs associated with increased Project labor on Schedule A, Green Streets portion of the Project. 2. The City shall pay the Contract Balance of Fifty Thousand Dollars ($50,000) within 15 days of approval of written consent by South Sound Bank as provided in paragraph 7, plus applicable sales tax, if any, when due. 3. The City shall pay the Contract Retainage in the amount of Fifty Three Thousand, Five Hundred Thirteen Dollars ($53,513.53) pursuant to and in accordance with statutory requirements, as follows: a) Upon payment of the Contract Balance, the Parties shall execute final contract voucher certificate identifying the final Contract Sum; b) SBE shall submit final Affidavits of Prevailing Wages Paid for SBE and its subcontractor Wilson Concrete. c) The City shall pay the Contract Retainage in accordance with the statute. 4. The Change Order and Retainage will constitute full and final compensation due to SBE arising out of the Project, including all claims asserted by SBE in its March 17, 2017 Claim ("Claim") on the Project. CR2A - Page 1 of 3 5. SBE otherwise waives and releases all claims it has asserted or could assert against the City arising out of the Project, including all claims asserted by SBE in its Claim. 6. Except as otherwise provided herein, the City waives and releases all known claims it has against SBE. The City does not release any claims for latent defects and warranty claims it may have pursuant to the Contract executed in connection with the Project. 7. This Agreement is contingent upon written confirmation from South Sound Bank (the "Bank") that it has released any and all rights as to the City with respect to the SHE Claim, including its right (if any) to enforce the claim directly against the City and any other security interest identified in the Bank's July 24, 2017 letter to the City. Such letter shall be directed to Kylie Purves, kylie purves@a ci.bremerton.wa.us. 8. SBE shall agree to indemnify and defend the City against any and all claims by its subcontractors, suppliers and/or employees on the Project. 9. This Agreement or any release contained herein shall not operate as an admission of liability on the part of the Parties released herein. 10. This agreement preserves claims by both Parties relative to third party claims and the indemnity and defense obligations relative thereto. 11. In the event of any dispute over the terms of this CR2A Agreement, Richard Skalbania shall serve as the arbitrator. CR2A - Page 2 of 3 DATED this 1 st day March of 2018 By: s� City'Of Bremerton 1 By: th ay Excavating R a C6 CR2A - Page 3 of 3 Release of Retainaqe Checklist Vendor SOUTH BAY EXCAVATING Date 1/16/2019 Contract # 5155 Project # /Title 826/8235/5822 P.O. # 12132 Date work reviewed and approved 4/17/2018 Final bill received 4/17/2018 Acceptance of Compensation & Release of Claims (We would like to have this for all contracts) The three releases listed next are required for contracts over $35,000. Affidavit of Publication P/b Y6'1) Date notice published 5/30/2018 I N r11/1/1. 7 4(1f x Department of Revenue Certificate of Payment of State Excise Taxes Department of Labor & Industries Employer Liability Certificate Employment Security release listed below required for contracts $20,000 and above. Employment Security Department Certificate of Payment of Contributions Project manager will need to submit the original hard copy releases as a set to accounts payable when all five are received. Accounts Payable ,, gdi 3g 5- When all original releases are received, prepare a claim if the City is holding retainage. Prepare a release letter if retainage is held by a _ bank in escrow or if there is a_ retainage bond. Supervisor needs to review claim or release letter and back up before signing. Make two copies of release set. One for claim that goes downtown and one for your contract file claim copy. Accounts payable sends original releases to City Clerk. Include a copy of release letter if if applicable. lBFinal Contract RECEIVED City of Bremerton Voucher Certificate FEB . r• 2018 OFFICE —_---- Contractor OF THE South Bay Excavating _ ��CLERK Street Address 1377 Maple Valley Road SW City !state •WA Zip 98512 pato —_ Olympia State Project Number #826 Federal-Aid Project Number N/A Highway Number N/A Contract Title Kiwanis Park and Green Street Project • Date Work Physically Completed Final Amount 7/20/-13 $ 1,152,511.98 Contractor's Certification I,The undersigned,having first been duly sworn,certify that I am authorized to sign for the claimant;that In connection with the work performed and to the best of my knowledge no loan,gratuity or gift in any form whatsoever has been extended to any employee of the City of Bremerton nor have I rented or purchased any equipment or materials from any employee of the City of Bremerton;I further certify that the attached final estimate is a truo and correct statement showing all the monies due me from the City of Bremerton for work performed and material furnished under this contract;that I have carefully examined said final estimate and understand the same and that I hereby release the City of Bremerton from any and all claims of whatsoever nature which I may have,arising out of the p: .. •., • , are not set forth in said estimate. JACLYN BARNES , NOTARY PUBLIC ; XSTATE OF WASHINGTON % ConradorAuthodz.d S�gnatur 9,74,4_______-- qutred COMMISSION EXPIRES ; p M 1` 4 U Q S D NOVEMBER 1,2021 Printed Signature Name N Sut�scrihed and sv✓orn to before me this \lid clay of NVAlti 20 - Q l Notary Public in and for the State of Not y ignaturti residing at ---TVA-,././'�"`" Lc, City of Bremerton Certification • I,certify the attached final estimate to be based upon actual • measurements,and to be true and correct. Approved Date . Project Engineer/Project Administrator Signature director of Public Works arid Utilitir Kits pOun PART OF THE USA TODAY NETWORK PROOF OF PUBLICATION NOTICE OF COMPLETION Notice of Completion has been issued to South Bay Excavating for City Contract No.5155 for the Kiwanis Park and Green Streets Project. Any parties having a claim for material, labor or dam- ages related to this Contract have forty five(45)days from the date of firstublication CITY OF BREMERTON of this notice to file a claim. CITY OF BREMERTON City of Bremerton 345 6th Street,Suite 100 Attn:City Clerk 345 6th Street,Suite 100 BREMERTON,WA 98337 Bremerton,Washington 98337 May 30,2018 AD#2027773 STATE OF WISCONSIN, COUNTY OF BROWN I,being first duly sworn on oath,deposes and says:That I am now, and at all times embraced in the publication herein mentioned was the principal clerk of the printers and publishers of KITSAP SUN; that said newspaper has been approved as a legal newspaper by order of the Superior Court of the County of Kitsap, in which County it is published and is now and has been for more than six months prior to the date of the publication hereinafter referred to, published in the English language continually as a daily newspaper in Bremerton, Kitsap County, Washington,a weekly newspaper in Kitsap County, Washington and is now and during all of the said time,was printed in an office maintained in the aforesaid place of publication of said newspaper; that the following is a true text of an advertisement as it was published in regular issues(and not in supplement form) of said newspaper on the following date(s), to wit: And on May 30,2018 such newspaper was regularly distributed to its subscribers during all of said period. ti4/0 Legal Clerk Subscribed and sworn to before on May 30,2018: X- hri-( Notary,Stat WI,Cou olef/own / jl'7/ ZZ My commission expires �.i Ad#: 2027773 J, . PUBO' P.O.: 1T ''••....... '�i� F • • 67.\\� #of Affidavits: 0 OF SSG \\�` > Ad Proof Kitsap Sun Sales Rep:Derrick Lindberg(GW22) Phone: Email: >Account Information Date:05/25/18 This is a proof of your ad scheduled to run on the dates indicated below. Account Number:342133(B42742) Please confirm placement prior to deadline by contacting your account Company Name:CITY OF BREMERTON rep at . Contact Name: Ad Id:2027773 P.O.Number: Total Cost:$53.28 Email:SHANNON.CORIN@CI.BREMERTON.WA.US Tag Line:NOTICE OF COMPLETION Notice of Compl Address:345 6th Street,Suite 100,BREMERTON,WA,98337 Start Date:05/30/18 Stop Date:05/30/18 Phone:(360)478-5200 Fax:(360)473-5398 Number of Times: 1 Class: 16100-Legal Notices Publications:BK-Kitsap Sun,BK-kitsapsun.com >Ad Proof T I agree this ad is accurate and as ordered. Hs NOTICE OF COMPLETION RECEIVED Notice of Completion has been issued to South Bay Excavating for City Contract No.5155 for the Kiwanis Park and Green Streets Project. FEB 05 2019 Any parties having a claim for material, labor or dam- ages related to this Contract OFFICI have forty five(45)days from CE OF K the date of first publication of this notice to fie a claim. 7Y CLERK City of Bremerton Attn:City Clerk 345 6th Street,Suite 100 Bremerton,Washington 98337 May 30,2018 AD#2027773 Thank you for your business. Our commitment to a quality product includes the advertising in our publications. As such,Gannett reserves the right to categorize,edit and refuse certain classified ads.Your satisfaction is important. If you notice errors in your ad,please notify the classified department im- mediately so that we can make corrections before the second print date. The number to call is 360-792-3333. Allowance may not be made for errors reported past the second print date.The Kitsap Sun may not issue refunds for classified advertising purchased in a package rate;ads purchased on the open rate may be pro-rated for the remaining full days for which the ad did not run. /4 RECEIVED FEB 0 5 2019 STATE OF WASHINGTON OF DEPARTMENT OF REVENUE CIn.COFTHE CLERK BREMERTON PARKS& RECREATION December 20, 2018 C/O KATIE KETTERER Letter ID: L0008008587 239 4TH ST UBI: 601-026-723 BREMERTON WA 98337-1812 Account ID: 601-026-723 Account Type: Excise Tax We hereby certify that taxes, increases and penalties due or to become due from the contractor listed below under Chapter 180, Laws of 1935, as amended, with respect to the following publics works contract: SOUTH BAY EXCAVATING INCORPORATED CITY OF BREMERTON/PARKS & REC KIWANIS PARK& GREEN STREETS PROJECT • KIWANIS PARK, FOURTH STREET, AND FIFTH STREET, BREMERTON, WA has been paid in full, or is in the Department's opinion readily collectible without recourse to the state's lien on the retained percentage. This certificate is issued pursuant to the provision of Chapter 60.28 Revised Code of Washington for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor. This certificate does not release said contractor from liability for additional tax that may be later determined to be due with respect to the above-mentioned contract or other activities. Dated December 20. 2018 at Olympia, Washington, State of Washington Department of Revenue / i Certifying Officer Public Works Audit Unit 6500 Linderson Way SW Tumwater,WA 98501 ggL0050 dor.wa.gov Phone(360)704-5650 Fax(360)704-5647 ?T• q .. � '•Wiz` �t 1889 RECEIVED STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES FEB 0 5 2019 PO Box 44274 Olympia, Washington 98504-4274 OFFICE OF THE CITY CLERK September 12, 2018 BREMERTON, CITY OF/PARKS & REC 239 -4TH ST BREMERTON WA 98310 CERTIFICATE TO RELEASE L&I'S HOLD ON RETAINAGE The Washington State Department of Labor& Industries is granting approval to release our hold on the retained amount for KIWANIS PARK& GREEN STREETS PROJECT, Contract#826, Affidavit 784015 to the following contractor: SOUTH BAY EXCAVATING INC 518,584-00 601 026 723 We have determined that all workers' compensation premiums, increases, and penalties for this contractor have been paid in full or are readily collectible without recourse to the retained funds, per chapter 60.28 RC W. The contractor may still be liable for payment if we later determine they owe additional premiums related to this contract or other activities. Before final payment can be made to the contractor, you will also need to receive releases from the Departments of Revenue and Employment Security Department in addition to ensuring: • All liens against retainage have been satisfied • All Affidavit of WagesPaid forms have been filed Thank you, Wendy Bowe Contract Release Specialist (360)902-5772 MCWE235@LNI.WA.GOV cc: SOUTH BAY EXCAVATING INC 2540 BLACK LAKE BLVD SW TUMWATER WA 98512-6116 Page 2 Employment Security Deportment Amy WASHINGTON STATE P.O.Box 9046 Olympia,WA 98507-9046 I Fax 360-902-9287 CITY OF BREMERTON- PARKS & ) YEI OF OF )PPAAYMENTT OF CONTRIBUTIONS RECREATION )PENALTIES AND INTEREST ON Attn: Katie Ketterer )PUBLIC WORKS CONTRACT 345 - 6th Street, Ste 600 ES Reference#:63463400 9 BREMERTON, WA98337 UBI No:601026723 ECEIVED CONTRACTOR: ` 0 5 2019 SOUTH BAY EXCAVATING INC 2540 BLACK LAKE BLVD W oFICE OF THE OLYMPIA, WA 98512 CITY CLERK The Employment Security Department hereby certifies those contributions,penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract: Description: Kiwanis Park& Green Streets Project. Contract number: #826 The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50.24.130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60.28.040 for contributions,penalties and interest due from said contractor. This certificate does not release said contractor from liability for additional contributions,penalties and interest which may be later determined to be due with respect to the above mentioned contract. Dated at Olympia, Washington on September 11, 2018. EMPLOYMENT SECURITY DEPARTMENT Original -Disbursing Officer Duplicate - Employer Triplicate - Central Office Files