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HomeMy WebLinkAbout4375+Enter Search Criteria, Press Esc Key to Transmit +Press Del Key to Terminate Delete Mode CHANGE Contract Transactions Contract Number 4375 + +Vendor Name DBM CONTRACTORS INC +Subject CASAD DAM INTAKE TOWER UPGRADES +Department ENGINEERING +Status Code CON Amount $472453.78 Begin Date 07/07/2003 Insurance End Date 04/01/2004 Type Amount Review Date 02/15/2006 + G~ $2oooooo.oo AL $1000000.00 + Insurance Total $3000000.00 Insurance Review Date 10/01/2003 + Comments CHANGE ORDERS %1 & %2 11/03 %3 3/04 VAULT 01/01/2006 + CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Casad Dam Intake Tower Upgrades PROJECT NO: 417 CONTRACTOR: DBM Contractors, Inc. ORIGINAL CONTRACT AMOUNT: $244,070.75 DAYS: 161 PREVIOUSLY APPROVED CHANGES: $127,383.03 DAYS: 14 THIS CHANGE: $6,984.15 DAYS: 28 REVISED CONTRACT AMOUNT: $378,437.93 DAYS: 203 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE ~N (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS:) Work Change Directive #3 $1,543.85 0 0 Reinforce gate guide brackets. Additional cost not covered in Change Order #2 Work Change Directive #4 $934.77 , 0 8 Repair Handrail I Add 2 Weather Days 0 0 2 Work Change Directive #5 $3,804.43 0 0 Install galvanic protection anodes on gates and frames. Add 18 Days for delays due to material supply. 18 INote: The sales tax amount also includes $160.76 from the original contract that resulted from the increase in sales tax to 8.6% on 1/1/04. CHANGE IN CONTRACT AMOUNT $6,283.05 28 INCREASE OR (DECREASE) I SUB TOTAL $6283.05 SALES TAX 8.6%+ $701 .t0 TOTAL , $6,984.15 NET CHANGE IN CONTRACT AMOUNT Increase or {Decrease} $6,984.15 CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Casad Dam Intake Tower Upgrades 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: "'"// (------~. _ ~aa~t~e~~ PRO, zfECT ENGINEER RECOMMENDED: / CITY ENGINEER ! DIRECTOR OF PUBLIC WORKS Date ACCEPTED: (/ e CONTRACTOR/ ~~ MAYOR Date APPROVED.~ ,, ~.~- -~¢-~ ¢--- A~ITFORM: ATTEST: Brerf~'rton City Attorney C4rt~ (~lerk Page 2 o1'2 Work Change Directive No. 3 Replace anchor bolts in stem guide brackets EWO # WCD # Date Description DBM Total 3.1 3 21-Oct-03 Stem Brackets $ 557.32 3.2 3 22-Oct-03 Stem Brackets $ 1,220,39 3.3 3 31-Oct-03 Stem Brackets $ 321.22 3.4 3 4-Nov-03 Stem Brackets $ 406,80 3,5 3 24-Nov-03 Stem Brackets $ 1,749.75 3.6 3 25-Nov-03 Stem Brackets $ 3,823.06 3,7 3 1-Dec-03 Stem Brackets $ 3,813.09 3.8 3 2-Dec-03 Stem Brackets $ 3,993.52 3.9 3 3-Dec-03 Stem Brackets $ 4,393.54 310 3 4-Dec-03 Stem Brackets $ 5,244.82 3.11 3 5-Dec-03 Stem Brackets $ 3,797.97 3.12 3 8-Dec-03 Stem Brackets $ 4,275.11 3.13 3 9-Dec-03 Stem Brackets $ 4,712.09 3.14 3 10-Dec-03 Stem Brackets $ 4,038.09 3.15 3 1t-Dec-03 Stem Brackets $ 4,513.44 3.16 3 12-Dec-03 Stem Brackets $ 4,527.25 3 17 3 15-Dec-03 Stem Brackets $ 4,051.20 3.18 3 16-Dec-03 Stem Brackets $ 4,052.51 3,19 3 17-Dec-03 Stem Brackets $ 4,319.50 3.20 3 18-Dec-03 Stem Brackets $ 4,275.02 3.21 3 19-Dec-03 Stem Brackets $ 4,170.41 3.22 3 22-Dec-03 Stem Brackets $ 2,183.49 3.23 3 23-Dec-03 Stem Brackets $ 4,143,87 3.24 3 24-Dec-03 Stem Brackets $ 2,123.22 3.25 3 11-Dec-03 Stem Brackets $ 315.51 3.26 3 12-Dec 03 Stem Brackets $ 73.38 3.27 3 18-Dec-03 Stem Brackets $ 27.46 3.28 3 Various Stem Brackets $ 42082 S 81,543.85 0959 WCD No 3 EWO Summary 2/27/2004 1 of 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: Four Page 1 Of 1 PROJECT: Casad Dam Intake Tower Upgrades Project #: 417 CONTRACTOR: DBM Contractors Inc. Date: December 19, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Modify the handrail and gate that is located in front of the bypass valve by removing a 12-inch section of handrail from the and extending the gate rail to make the gate a 36-inch gate. Aisc modify the handrail sleeves the match the revised post location. Field welding and cutting locations shall be repaired by hot stick galvanizing. ATi-ACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ 1,500.00 Substantial Completion: /~:> dayS; ~'~ If the change involves an increase, the estimated Ready for final payment: / ~O days; ~ amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR ./3 CITY OF BREMERTON / ab, FORMS, Work Change Directive, 3-00 DBM DBM Contractors Inc Description: Modit~v Hanrail and Gate g ]~, IV[ Extra Work Order Description {must be complete} 1220 SO 356TH DETAIL COST RECORD CODE RATE EXTENSION HOURS ST. CT D T TOTAL [ 0 ~ub-Tolal Labor Taxes & Fringe Benefits Travel Time Total ~bor Costs O Total Equipment Costs Sales Tax (if applicable) ] _ _ Totat Material Costs 0 Tota~ Other Costs 4 ~~ Sub-Total Direct Costs  ~ BOnO Insura~co laxos Overhead ¢ ' ~--~Owner's Represeniative Sub-Total Sales Tax No Sheet of TOTAL 01/0S/0¢ 13:06 FAX 12539221996 JESSE ENGINEERING L~002 INVOICE NO : 10979 IESSE FABRICATION DIV. W~.COA~ ~C~RY DIV. CAP~H~L~GDIV. Net 3~ Days 08~ CONTRACTORS, P.0. BOX 6139 Sold To : F[DERAL MAY, ~A 98~6~-~3g Item/Desc LABOR TO SA~ & (1) RAIL SECTION (~) BATE PER CUSTOME~ TOTAL LINE ITEMS TOTAL INVOICE USS 636-00 CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: Five Page 1 Of 1 PROJECT: Casad Dam Intake Tower Upgrades Project #: 417 CONTRACTOR: DBM Contractors Inc. Date: January 9, 2004 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Install galvanic protection anodes each sluice gate, intake gate and on all gate frames (10 total). Divers shall install Anodes in conjunction with installation of the stems. ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Ar[icle 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ ~,,~O4,/~ Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTR~,~,~R .~ ~./~'/0~ CITY OF BREMERTON ab FORMS WorkChan~oeDi¢@ctive 3-00 Work Change Directive No. 5 Install Cathodic Protection Anodes EWO # WCD # Date Description DBM Total 5,1 5 29-Dec-03 Stem Brackets $ 377.26 5,2 5 23-Jan-04 InstatlAnodes $ 3,427.17 $ 3,804.43 0959 WCD No 5 EWO Summary 2/27/2004 1 of 1 DBM Sound Marine Inc. 27427 139th Ave NE Arlington, WA Invoice 98223 DATE 12/29/'03 DBM Contractors 1220 S. 356th PO Box 6139 Federal Way, WA 98063-6139 INVOICE # 2229 P.O. NO. TERMS I Casad Dam DESCRIPTION QTY RATE AMOUNT anodes 10 ! 30.63 306.30 anode mark up 0.15 306.30 45.953 EWO, 22 Dec 1,939.67 1,939.67 EWO, 23 Dec 3,695.81 i 3,695.81 EWO, 24 Dec 1,883.40 I 1,883.40 Contract work, removal of ~ems I 1 [I I I Correction to last invoice for Depth pay not added to total -- 392.92 392.92 EWO I1/25/03 $41.62 EWO 12/1 $39.17 EWO 12/2 $68.55 EWO 12/3 $30.60 EWO 12/4 $20.76 EWO 12/8 $18.36 EWO 12/9 $29.37 EWO 12/10 $33.05 EWO 12111 $18.36 EWO 12/15 $29.38 EWO 12/16 $18.36 EWO 12/ 9 $45.34 0.00 0.00 Total =Browse: Next Previous First Last Update Delete Restart X - Exit :Retrieve the Next record Found: 1 Record(s) MAINTAIN Contract Transactions Contract Number 4375 ~Vendor Name DBM CONTRACTORS INC :Subject CASAD DD~M INTAKE TOWER UPGRADES ~Department ENGINEERING :Status Code CON ~ount $472453.78 i Begin Date 07/07/2003 Insurance End Date 12/15/2003 Type Amount Review Date 02/15/2006 GL $2000000.00 AL $1000000.00 Insurance Total $3000000.00 Insurance Review Date 10/01/2003 + Comments CHANGE ORDERS #1 & #2 11/03 VAULT 01/01/2006 + + CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Casad Dam Intake Tower Upgrades PROJECT NO: 417 CONTRACTOR: DBM Construction Inc. ORIGINAL CONTRACT AMOUNT: $244,070.75 DAYS: 161 PREVIOUSLY APPROVED CHANGES: $40,583.03 DAYS: 7 THIS CHANGE: $86,800.00 DAYS: 7 REVISED CONTRACT AMOUNT: $371,453.78 DAYS: 175 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o ,-- CONTRACT CONTRACT TIME "- '- AMOUNT AMOUNT EXTENSION = = ($) ($) (DAYS:) r~ n- X Reinforce the anchorage of the sluice gate stem guide brackets $80,000.00 7 per the attached detail, and construction of other additional work items. Payment for the stem guide bracket anchorage shall be on the basis of Cost of the Work as defined in the General and Supplementary Provisions. Payment for the additional work shall be per Article 12 of the General and Supplementary Conditions. CHANGE IN CONTRACT AMOUNT $80,000.00 7 INCREASE OR (DECREASE) SUB TOTAL $80,000.00 SALES TAX 8.5% $6,800.00 TOTAL $86,800.00 NET CHANGE IN CONTRACT AMOUNT Increase or (Decrease} $86,800.00 CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Casad Dam Intake Tower Upgrades 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 Jt has or will inform '~he sure_ry, of .this_ ch_.a_~g_e_, a~n_d' ~_a!! take..~ppropriate actig, n..t? modify, any bonds required und_er the contract to address this change. PR/DJ ECT ENGINEER Date-- CITY ENGINEER ! DIRECTOR OF PUBLIC WORKS / D~te CO"TRACTOR-I/~// ' ~t~ APPROVED: M~ Date Page 2 of 2 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 'l PROJECT NAME: Casad Dam Intake Tower Upgrades PROJECT NO: 417 CONTRACTOR: DBM Construction Inc. ORIGINAL CONTRACT AMOUNT: $244,070.75 DAYS: 161 PREVIOUSLY APPROVED CHANGES: 0.00 DAYS: 0 THIS CHANGE: $40,583.03 DAYS: 7 REVISED CONTRACT AMOUNT: $284,653.78 DAYS: 168 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS:) Work Change Directive No. I $661.71 0 Additional work required to decontaminate dive equipment based on new decontamination protocol. Work Change Directive No. 2 $36,742.00 7 Additional work included in the contract including installation of platforms for Howell Bunger Valve maintenance, purchase of a motor operator for the bypass butterfly valve and installation of two doors. Note: Work Change Directives are attached CHANGE IN CONTRACT AMOUNT $37,403.71 7 INCREASE OR (DECREASE) SUB TOTAL $37,403.71 SALES TAX 8.5% $3,179.32 TOTAL $40,583.03 NET CHANGE IN CONTRACT AMOUNT Increase or {Decrease} $40,583.03 CONTRACT CHANGE ORDER NO: 1 PROJECT NAME: Casad Dam Intake Tower Upgrades ~ 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: ~ ~'/(" ~.. /~//~o//o $, PROflECT ENGINEER ' D~te ci-r-Y ~:NGINEER/'DIRECTOR OF PUBLIC WORKS ~Date C(~)"NTRACTOI:~" I ob'''~' ' 'Date APPROVED: ~ ~~ MAYOR Date APPROVED AS TO FORM: ATTEST: Brem~city At[orney '~ ~q51'ty Clerk-p ~ ' / '" '~ ~' / Page 2 of 2 CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#:..~IT'~/g Page 1 Of 1 PROJECT: Casad Dam Intake Tower Upgrades Project #: 4'17 CONTRACTOR: DBM Contractors Inc. Date: August 7, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Decontaminate all equipment which will be used in the waters of the Union River reservoir as follows: 1. Use dilute chlorine bleach solution to decontaminate all dive gear and sensitive equipment such as cameras, etc... Biodegradable soap may be used in lieu ofthe chlorine solution if necessary. 2. Use a hot water pressure washer on all boats, floats, or other durable equipment to be followed by cleaning with a chlorine solution. Coordinate the decontamination of equipment with the City to allow for inspection. Utilize the attached protocol as a guideline. ATTACHMENT(S): Protocol: Prevention of Exotic Aquatic Species in the Seattle Water Supply Watersheds. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the Geqeral Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Negotiated Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ 661,71 Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR C~ OF BREMERTON ab, FORMS, Work Change Directive, 3-00 ~ ~v~--C'~"ad Dam WcD NO 1 I~a~le From: "Charlie DeGasparis" <charlied@dbmcm.com> To: "Ned Lever'' <nlever@ci.bremerton.wa.us> Date: 9/9/03 I0:47AM Subject: Casad Dam WCD No 1 Ned, Sorry this is so late. sound Marine total below is $630.20. 5% contractor markup on Subs is $31.51. Total for WCD No. 01 is $661.71. Let me know if you need this in a letter or if this e-mail is sufficient. -Charlie Charlie DeGasparis, P.E. Donald B. Murphy Contractors, Inc. Ph 253.838.1402 Fx 253.874.6574 charlied@dbmcm.com ..... Original Message ..... From: rick@soundmarinediving.com [mailto:rick@soundmarinediving.com] Sent: Tuesday, July 29, 2003 12:29 AM To: charlied@dbmcm.com Subject: Decon procedure Charlie, After the discussion this morning I am assuming we will bypass the City of Seattle protocol and substitute Ned's inspection of the 1% chlorine spray wash of gear entering the reservoir. The trailer we will transport the gear to the dam in has exterior hose racks so all the hoses, ladder, dive litter, etc., will remain on the outside of the trailer after decontamination. Unloading, disinfecting, and reloading the interior of the trailer and hot water pressure washing of the boat or float is an added cost. We will assume that we will use the city's boat during the inspection dive so the decontamination of the trailer would happen twice and the boat or float once. Since I'd have to pay a minimum for the trailer decontamination time I'll do the work myself when you or Ned are here. The unloading, reloading, and decontamination of the trailer will take two hours each time. Total time: 4 man hours. Pressure washing the boat or float on site will take an additional two hours. Total time: 2 crew hours. Crew-hour rate is $189.06. Man-hour rate is $63.02. Total additional charges will be $630.20. There will be no additional charge for the pressure washer. We might have a conflict during the second week of August so if we pencil-in 25 August as the date for the inspection we could conduct the decontamination on the 22nd. Let me know if that ,Mil work. Rick Prevention of Exotic Aquatic Species In Seattle 'Water Supply Watersheds Prepared by Maribeth V. Gibbons of Water Environmental Services, Inc. and Rob Zisette of Herrera Environmental Consultants, Inc. PREVENTION OF EXOTIC AQUATIC SPECIES IN SEATTLE WATER SUPPLY WATERSHEDS Several aquatic organisms currently create or have the potential to create nuisance conditions m Washington state waters. Once established in an aquatic system, infestations of these exotic pests can be difficult to control and impossible to eradicate. Seven normative aquatic pest species are specific targets of this prevention program. Six are invasive aquatic plant species: Eurasian watermilfoil, parrotfeather, hydrilla, Brazilian elodea, fanwort, and water hyacinth. A freshwater mollusk, the zebra mussel, is the single animal species targeted in this prevention program. Information for identifying these species is provided in the last section of this document. Information has not been provided in this document for identifying emergent plant species that invade shorelines of water bodies. Two emergent plant species of particular concern are purple loosestrife (Lythrum salicaria) and reed canary grass (Phalaris arundinacea). Information for identifying these highly invasive plants may be obtained from the King County Noxious Weed Board. All of these pest species except the zebra mussel have been positively documented in freshwaters of Washington state. Eurasian watermilfoil has already infested Lake Youngs Reservoir. The infestation began at the boat ramp and was most likely introduced by plant fragments from a boat or trailer. Aquatic vessels and equipment represent a primary means of txansport of all of these nomaative pest species from one location to another. To prevent the introduction ofmilfoil and other exotic invasive plants and animals into new areas, a continuing program is required that consistently follows established decontamination procedures. This prevention program covers all research and construction activities occurring in Lake Youngs Reservoir, the Cedar watershed, and the Tolt watershed (see map). Private contractors, Seattle Public Utilities staff, and all other persons working in any surface waters (including rivers and streams) within these watersheds are required to use these procedures. This document outlines general responsibilities of field personnel working in any of the water supply reservoirs and watersheds within the jurisdiction of Seattle Public Utilities. A detailed equipment decontamination procedure is described. In addition to prevention of exotic aquatic species, the decontamination procedure is designed to prevent contamination by any biological organism (i.e., plant, animal, or microbe that is either a native or exotic species and may be terrestrial or aquatic in origin), and by any chemical or petroleum product. A reference section is also provided describing the six exotic plant species and one exotic animal species targeted by this program. ett acoma Responsibilities of Field Personnel Working in Watersheds All field crews working in Lake Youngs Reservoir and waters in the Cedar and Tolt watersheds have the following responsibilities: · Use boats and equipment owned by Seattle Public Utilities whenever possible. · Use machinery and equipment that has not previously been used in other aquatic systems whenever possible. · If it is necessary to use machinery or equipment that has been previously used outside Seattle water supply watersheds, follow the decontamination procedure outlined below before beghnning work in any surface water body. The decontamination procedure is also required for new machinery and equipment to prevent any chemical or biological contamination of surface waters. Machinery and equipment shall be decontaminated even if it was last used in a different Seattle water supply watershed. In addition, machinery and equipment used in three selected waters within Seattle water supply watersheds shall be decontaminated prior to use in other surface waters within the watersheds whenever possible. The selected waters requixing additional decontamination include Rock Creek and the Walsh Lake drainage system located in the Cedar watershed, and Stossel Creek located in the Tolt watershed. The terms machinery and equipment include boats, barges, trailers, cranes, excavators, cables on heavy equipment, drilling rigs, silt curtains, hoses, pumps, pipes, shovels, waders, nets, scuba equipment, scientific equipment, and any other personal equipment. Decontamination Equipment and Supplies The following items are needed by field crews conducting equipment cleaning procedures in preparation for work in Seattle water supply watersheds: · Hot-water pressure washer providing a minimum temperature of 180© F (82° C) and a minimum pressure of 2,000 pounds per square inch · Pressurized tank sprayer or spray bottle · Chlorine bleach · Brush and biodegradable soap (for equipment that would be damaged by chlorine) · Rubber boots · Splash suit or full waterproof rain gear · Rubber gloves and duct tape · Safety goggles and eye wash. Exotic Aquatic Species Prevention Program Large jobs requiring repetitive decontamination of small equipment or extensive decontamination of large equipment may require the following additional items: · Chlorine dip tank (for small equipment) · Portable wash pad with drain to wastewater holding tank (for large equipment) · Sodium thiosulfate (for chlorine neutralization) · Field test kit for total residual chlorine. Decontamination of machinery and equipment exhibiting petroleum or cherrdcal contamination may require special equipment for containment, treatment, end disposal ofwashwaters. Contractor Responsibilities Private contractors working on surface waters within Seattle water supply watersheds have the following additional responsibilities: · Provide all of the decontamination equipment end supplies not available from Seattle Public Utilities. · Distribute copies of tiffs exotic aquatic species prevention program to all crew members and subcontractors. · Use the attached equipment decontamination log to confirm in writing that each crew member has read, understood, and agrees to comply with the program. · Use one of the three boats owned by Seattle Public Utilities, if possible. (Each boat is stored at one of the three reservoirs and must be operated by trained staff.) · Use the attached equipment decontamination log to document other sites where machinery and equipment were used or stored during the previous 60 days. · Schedule decontamination end inspection of machinery end equipment with the Seattle Public Utilities staff authorized to oversee the procedures. · Reschcdule decontamination end inspection if machinery or equipment has been taken outside the watershed (or used in Rock Creek, the Walsh Lake drainage system, or Stossel Creek). Exotic Aquatic Species Prevention Program Equipment Decontamination Procedure The decontamination requkement covers all aquatic vessels, machinery, and equipment that is new or has been previously used outside Seattle water supply watersheds. Any use of vessels or equipment in surface waters during the previous year must be documented with dates and locations on the attached equipment decontamination log. Equipment decontamination must be conducted at one of the following approved decontamination sites: Watershed or Reservoir Decontamination Site Lake Youngs Reservo/r Lake Yomags shop area Cedar Watershed Cedar Falls headquarters, wash rack Chester Morse Lake Maso~a7 Dam, oil/water separator Tolt Watershed/Tolt Reservoir Tolt regulating basin shop area These sites are located in areas that are well away fxom surface waters, suitable for local infiltration of wash waters, and each site has a water tap and hose for rinsing equipment. Additional sites are being developed. Use of other decontamination sites must be approved by Seattle Public Utilities. Physical removal or destruction of any propagating portions of all plant and animal species is an important'first step in the required decontamination procedure. An additional step of the cleaning protocol involves washing with a chlorine-bleach solution. Although chlorine is primarily used by Seattle Public Utilities for disinfection, chlorine can be effective agalnat living plant tissue and has been used for control of zebra mussels in Europe, the United States, and Canada. Chlorine ~'eatment must be implcraented in a prudent manner to minimize exposure of non-target aquatic organisms to washwater. Hot water trea~ent or extended drying is required as an additional decontam/nafion step for prevention of zebra mussel infestation. Zebra mussels and most plant tissues are intolerant of high temperatures. Tests have shown that exposure of zebra mussels to temperatures of 40°C (104°F) kills immature forms, and sustained exposure to water temperatures of 60°C (140°F) for more than 15 minutes causes death in adults. Because of the latter requirement for adult zebra mussel mortality, hot water may not be an effective treatment used alone, urdess the entire piece of equipment can be subjected to sustained high temperatures for a minimum of 15 minutes. Extended drying of equipment may also be effective, because the reported maximum out-of- water survival time in ideal conditions is about 10 days for adult zebra mussels. The decontamination and cleaning procedure has five steps: 1. Visual inspection and physical removal and disposal of obvious plant fi:agments and mussel shells 2. Pressure wash with hot water Wpl'4']~/&ec~ed o6t to ~b z '~ ~1~:it~?: ;81172003: 3 ...... -~earae-r,utati~ Utilitiu~ Exotic Aquatic Species Prevention Program 3. Wash with chlorine solution 4. Final visual inspection (to be performed by Seattle Public Utilities staff). The detailed procedure follows. 1. Examine all parts of the equipment looking for any plant fragments, mussel shells, or any foreign matter. If material is green or looks like a clam shell, remove it. Pay special attention to the following areas where small plant pieces or mussel shells can easily be hidden or lodged: · Storage wells and the floors of boats · Motor, propeller, and motor well · Hitch and bumper area · Trailer frame, inside and outside · Vehicle and trailer axles and fender wells · Gears and axles on mechanized equipment (remove metal grating to inspect these areas). Properly dispose of removed materials in a refuse facility (e.g., garbage can). Complete the remaining steps in the decontamination process, even if no biological material is visible. 2. Pressure wash surfaces with hot water. Slowly direct the pressure washer stream at all surfaces, especially the areas listed in step 1. The pressure washer shall provide a minimum temperature of 180° F (82° C) and a minimum pressure of 2,000 pounds per square inch. Pressure washing technique may vary for materials having different sensitivity to pressure and temperature. The nozzle type, spray distance, and application rate shall be adjusted to thoroughly remove all foreign substances without damaging the equipment being decontaminated. Boat motors and other equipment with internal surfaces that contact water shall be flushed with at least three volumes of hot water. For new equipment or f~agile materials that could be damaged by the pressure washer stream (e.g., fabrics and scientific instruments), surfaces may be washed with a brash during the next step instead of a pressure washer. Temperature- sensitive equipment may be stored completely dry for at least 10 days at the decontamination site as an alternative to pressure washing with hot water. Machinery and equipment exhibiting petroleum or chemical contamination shall not be washed in the watershed unless wash waters can be completely contained, and either properly disposed at an offsite facility or adequately treated at the decontamination site (e.g., filtered through oil-absorbing material). Biodegradable detergent may be used to enhance removal of petroleum contamination if wash waters are properly disposed. ,~p/~7~7~hecked out to fob z exotics/}lan.floc 87172003 4 Exotic Aquatic Species Prevention Program 3. Wash surfaces with chlorine solution, following safety and environmental precautions outlined below. Follow pressure wash with chlorine solution (see below) applied with a coarse spray using a pressurized tank sprayer or spray bottle. Concentrate spray especially toward tight spaces and crannies whore plant pieces or shells might collect. Allow bleach solution to remain on the equipment for a minimum of 10 minutes. Rinse bleach solution off with fresh water. For cleaning equipment that can be damaged by bleach, instead scrub with liquid biodegradable soap. For repetitive decontamination of small equipment, a dip tank filled with chlorine solution may be used instead of a coarse spray. For large equipment and vessels, the coarse spray of chlorine solution must be collected on a portable wash pad that drains to a wastowator holding tank. Spent chlorine solution in dip tanks or holding tanks must be neutralized before disposal onsite (see env/ronmental precautions below). Chlorine solution is not stable and must be made fresh daily. It readily decomposes to salt and water when exposed to sunlight. An effective chlorine solution must contain approximately 200 milligrams per liter (mg/L) free available cMorine. This concentration can be obtained by diluting fresh household bleach (off-the-shelf Clorox contains approximately 5 percent cMorine), according to the following table. Household Bleach Water 4 millilit~S 1 liter 40 Tnill{Hte~s 10 liters 1 tablespoon 1 gallon 1 cup 16 gallons 3¼ cups 50 gallons Personal Safety Precautions for Use of Chlorine Solution: Household beach and chlorine solution can cause skin and eye bums on contact. Thus, any person conducting decontamination activities with the chlorine solution should be appropriately clothed, wearing goggles, mbbor boots, full waterproof rain gear or chentical splash suit, and rubber gloves taped onto raincoat sleeve at the wrist. Out to rob z extticsglan.'doe 8/1/2003 Exotic Aquatic Species Prevention Program To protect me environment, take care to prevent the eblorine solution from entering or being washed directly into surface waters. It is pref~able to use a coarse spray for chlorine applications, and rinse the equipment where the rinse water will puddle to allow time for the photo-decompositiun process. (Even overcast days have enough cloud-piercing ultraviolet radiation to do the job.) Spent chlorine solution in dip tanks or wastewater holding tanks must not be discharged ensite without neutralization and testing for chlorine. Sodium thiosulfate will neutralize chlorine at ratios between 1.6 and 3 by weight, depending on pH of the solution. Based on a ratio of 2.5 for a pH of 7.8, 500 mg/L of sodium thiosulfate is needed to neutralize 200 mg/L of flee available chlorine. Therefore, 0.21 pounds (95 grams) of sodium thiosulfate is needed to neutralize 50 gallons (189 liters) of chlorine solution wastewater. Adjust the amount of sodium thiosuifate, in proportion to the amount of chlorine solution. Also, begin neutralization with less than the prescribed amount of sodium thiosuifate, because significant amounts of chlorine may have decomposed since the chlorine solution was made. Test the neutralized chlorine solution for total residual chlorine using a field test kit (a DPD test kit can be obtained through a scientific supply company). Follow instmetions in the kit. Make sure the nentralizing agent is adequately mixed. If the test result color is red, add a little more sodium thiosulfate to the wastewater. The test color should be pink or clear. Continue adding the neutralizer until this color is obtained in a test sample and the chlorine concentration is less than I mg/L. The neutralized solution can then be pemaitted to soak into the ground at the decontamination site. 4. Inspect all surfaces again for plant fragments or mussel shells. A final inspection and approval of vessels, machinery, and equipment must be conducted by authorized Seattle Public Utilities staff, and documented on the attached equipment decontamination log. This decontamination procedure must be repeated if the machinery or equipment is removed from the work site. However, pressure washing (Step 2) may be omitted for equipment transferred from Rock Creek, the Walsh Lake drainage system, or Stossel Creek to other surface waters in the watershed. Seattle Public Utilities staff are available to provide information and assistance in complying with this procedure. Exotic Aquatic Species Prevention Program Seattle Public Utilities Equipment Decontamination Log Project: Date of Decontaminadon for use in SPU waters: Piece of Date(s) New Known Exotic Equipment* of Use in Equipment Water Body Location Species other Present in Water water Body bodies *Equipment used in water during the previous year. Each crew member has received, read, understood, and agrees to comply with the decontamination requirements of the exotic aquatic species prevention program. Name, title, compaay Signature Date Final inspection performed by: .......... ~lo~4'~5/Ch~'~)~t iS:f6b~eX6ffc~pl~:abe 8/1/2003 7 ~ea~e ~ubii~ Exotic Aquatic Species Prevention Program Name, title (Seattle Public Utilities) Signature Date wp/4')5/chccked Out to rob z cxotics plan.~c 871/'2003 8 So.tile, Public Ut#rOes APPENDIX A Exotic Aquatic Species Identification Identification of Exotic Aquatic Species Fact sheets and color photographs are provided here to aid in identification of exotic aquatic species of concern. This information is provided for use by contractors and Seattle Public Utilities staff, to help field persounel recognize potential infestations in surface waters in the watersheds. Seven normative aquatic invader species are described in the following fact sheets: · Eurasian watermilfoll (Myriophyllurn spicatum) · Brazilian elodea (EgeHa densa) · parroffeather (Myriophyllum aquaticum) · water hyacinth (Eichhornia · fanwort (Cabomba caroliniana) crassipes) · hydrilla (Hydrilla verticillata) · zebra mussel (Dreissena polymorpha) The first six species are aquatic plants, and the zebra mussel is a freshwater mollusk. All of the plant species have been documented in freshwaters of Washington state. The zebra mussel is a native of Asia that was introduced into the Great Lakes system of the United States in the mid- 1980s and has become a serious animal pest. From initial sites ofiafestation, zebra mussels have spread throughout much of the eastern half of the United States, with high potential for further spread through a simple dispersal mechanism (on boating equipment) also common to the plant pests. Usually there are key features that easily differentiate aquatic plant species, but in some cases plants require careful scrutiny for correct identification. Hydrilla, Brazilian elodea, and common elodea are perhaps the most difficult species to correctly tell apart. The importance of accurate identification is illustrated by this trio of plants. Hydrilla is one of the most damaging aquatic weeds. In 1995 a pioneering infestation of this invasive weed was confirmed ia Pipe Lake and Lake Lucerne, which are located only 4 miles from Lake Youngs Reservoir. Brazilian elodea is a nonnative aquatic weed occurring ia numerous water bodies in Washington, and common elodea is a native species. Care must be taken not to mistake hyddlla for one of the other plants ia the trio, because its presence siguals an emergency situation. A comparison of these three plants is included in the fact sheets. Myriophyllum (milfoil) species may also require careful observation for correct identification. There are two weedy milfoils in Washington: Eurasian watermilfoil and parrotfeather. Parrotfeather has distinctive stiff, emergent leaves (growing above the water surface), while Eurasian watermilfoil and the two native milfoils are mostly submersed (except for the flower stalks). The milfoils of Washlngton are compared in the rrdlfoil fact sheets. Plants are amazingly adaptable organisms. The form of an aquatic plant, like all plants, is determined by an intricate interaction between its environment and its biology. Photographs and drawings cannot convey the rich variation in growth patterns as individual plants respond to their unique environments. The illustratious shown here represent the general features of each species. Plants found ia the field should be compared to the illustrations with special attention to the key features described in the text. If identification is in doubt, contact an expert. :~--~ ~.:~: .... ~_~:::~:~::~:,~:.~:::'-~-~-::: ...... ~:%-.~.~:~:::-~::~-~:'~-:::~`:~¥~-~-~ :~-~:~:~`.~'-~2~::~:~:~-~::~:~`.~:~:w~q~.~:::-~:~:~~'~' ......... _ ...... CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: Two Page 1 Of 1 PROJECT: Casad Dam Intake Tower Upgrades Project#: 417 CONTRACTOR: DBM Contractors Inc. Date: August 19, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): 1. Install platforms, handrails, and ladders in accordance with the attached plans and specifications. 2. Install two exterior metal doors and hardware in accordance with the attached plans and specifications. 3. Provide one Rotork motor driven operator as outlined in the attached email. The operator will be installed by City forces at a later date. Include a provision for manufacturer's inspection and startup of the installation. 4. Install "T" brackets above the 18 inch buttedly valve as indicated in the attached drawings. Provide one chainfall hoists of the brand and model indicated in the attached drawings. ATTACHMENT(S): HB Valve House Platform Drawings 1 & 2, Specification Sections 05500, 05520, 08110, 08711, Tee bracket details, Rotork email. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Negotiated Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ 2-~.7~s.O~ ¢2~'"~-'?. ~ ,~'[~..,t,.~ ~1~1~,~ Substantial Completion: 5 ~days~ If the change involves an increase, the estimated Ready for final payment: 5 vdays; . amount is not to be exceeded without ~Aher if the change involves an increase, the estimated times authorization, are not to be exceeded without fudher authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CI~ OF BREMERTON ab, FORMS, ~ Change Dire~ive, 3-00 Sent By: AcPes i[ntePnat~.ona].; 1 206 352 5734; ^ug-25-03 12.'07PM; Page 2 z~ - Acres IntePnat:i.0na3.; 1 206 352 5734; Aug-25-03 12:08PM; Page 4 Calculations By~ Date ~a~.~/~ __ Pro/ectNo Checked Date Calculation No __ -- ~en~ By: Acres Znternat:Lona].; 1 206 352 5734; Aug-25-03 12:08PM; Page 3 Checkecl Date Ca~cu~l~ No. _~ sent By: Acres Internatlonel; I 206 352 5734; Aug-25-03 12.'09PM; Page 5 Jul Z3 03 01:31p OTTO SYSTEMS {510! SS'7-37/~S p.~. OTTO SYSTEMS 2439 Vcma Court San Leandro, CA 94577 Phone: 510/667-3730 Fax: 510/667-3726 FAX TRANSMITTAL Date: To: Company: AC,~ts 3Y. MT~R. IO,~"m'n~AL From: ~ of Pages: Subject: '-~t¢~ K tVOo, Copy: uen[ ~y: Acres Internatlona).; 1 206 352 5734; Aug-25-03 12:09PM; Page 6 ,~'ul ~ 03 Ol~31p OTTO SYSTEms (SIO~ ~67-37~6 p.~ urrlcane The CM Hurrfcane hand Chain hoist is en ~onomlcal, hlg~- . quall~'mggedunitw~fea~sunlque~ahoi~of~iscl~s. Design~ wl~ fewer peas to Assure long lire a~ minimal mainten~ce, ~is hoist can ~sed to hfl loads in numerous tndustrla/, cons~on and comme~ applications. "Unique B~ke ~gn _ SIng~ dl~ bm~ do~ not inoo~omte a racet pawl or pawl springs aa on other hand chain ho~sts. Fewer pa~s mean less w~r and IoW maintenance. "Unique Hand,eel Cover- H~dwh~l cover mta~ 360* for hoist o~ra~on in any direction, ideal ~or sp~al Hgging applications. a S~I C~s~ - Frame ~ housings are made ~m impa~ resistant, ~ steel for long life. - Powd~ Coated Finish - For ~rrosion protection. - Heat Treated ~el G~dng -All Int~nal geam and pin,ns are heat ~ated steel for high ~ength and long li~ = Bearings - High quali~ bushings and sealed b~J bearings used throughout. · Chain Guide and ~pper- A~ums Icad ~aln alignment. a Precision ~Pock~ ~wheel - FulN machin~ for barfer chain fit and Ha~ed Steel Chain - As~ high stmn~h and long wear tile. High ~ngth Hooks end ~tches- Fo~ upper and lower hooks with h~W d~y cast steel latches. Minimal Maintenance - Easily disassembl~, requiring no special tools. Mee~ ~ME ~,16 - Overhead Hoist Stand~ ~d European CE S~ndard. 5-Year Warramy - Against defe~ in materials and Wo~anship. M~ic Bated. Designed and Manufactured by Colu~us McKinnon Specifications P~uct Ra~ ~ 8~d~ I1~ T mt~ load I~ 1 fl, (.3 m) eNp~ng ~t =en~ uy: AcHes InteHnatlonal; I 206 352 5734; Aug-25-03 12;11PM; Page 7 JuZ :33 03 01:32p OTTO SYSTEHS (510} ~S7-37~'S po3 urricane /i!: -D r* r]~ Clearance dimensions (in.) Clearamce dimensions (mm) *Ca~ Hea~om (~g.) A B C D E F G H J K L M N Overloading and improper use can result in Injury TO AVOID iNJURY; "DO not u~m to lift people or loads eve people. "Use e~ly CM alioy chain/or ov&~head lifting.  r ® Columbus MolOnnon Corporation Columbus McKinnon Limited -...,.:, 140 John James Audubon Pan, ray P.O. Box 1106 '~--. '* ,N*nhemt, NewYerk 14228-1197 USA Coboa'g. Ontario KgA4W5 Canada Sent By: Acres Internatlona:[; 1 206 352 5734; Aug-25-03 12:07PM; Page I Sent By: Acres International; 1 206 352 5734; Aug-25-03 12:13PM; Page 8 ~ ~s. ~s ~ ~a~ngs an~ ~s~ngs. a stamp~ s e~ ~ ~ ~ ~en~'s C~ Is o~ le~ am10, 15. 20, and ~ fee~ ~rf~e~s~toa ~ximum hlley, iml~ Ha~ ~ain Hols~ 1245 Sent By: Acres International; 1 206 352 5734; Aug-25-03 12:14PM; Page L;~-;,- Chain Puller/Hoists Rat~t-~-Pa~ Hand Ch~ ~is~ / 1,5~. 12,14-.... 45 . .. 1 ......... 1z'........~7~16 293.80 8.13 1244 Gent By: Aorea IntePnatlonal; 1 206 352 5734; Aug-25-03 12:17PM; Page 10 ~'" ~"~ 3'~"- ~.-.~ ~-... ~.zs z.~ 1 ' I l l l ~l' 4'~llll 8'~ ' I[~1 ........... 17 I SI 2'47 ~1~ , Z[. ~] I ~[~l..,lll lill [; ...... 17'49 1'~1 ~10.~... ~....25,~ ~ ........... 58.~ 15.47 ~ 6,1~.... 7,7~..15.4~ ..~s3*....~...... 3~ 6.~ 1287 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Steel framing and supports for access platforms. 2. Steel framing and supports for applications where framing and supports are not specified in other Sections. 1.3 SUBMITTALS A. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. B. Welding Certificates: Copies of certificates for welding procedures and personnel. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. B. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.1, "Structural Welding Code-Steel." 2. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. 1.5 PROJECT CONDITIONS A. Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. METAL FABRICATIONS CASAD DAM INTAKE TOWER UPGRADES PAGE 05500-1 1.6 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500. C. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is indicated or required by structural loads. 2.3 METAL GRATING A. 1 ¼" x 1/8" galvanized serrated welded rectangular steel bar grating. Grating shall be able to support a total uniform load of 125 pounds per square foot over a 4 foot span. 2.4 PAINT A. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. 2.5 FASTENERS A. General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where built into extedor walls. Select fasteners for type, grade, and class required. B. Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Expansion Anchors: Hilti Kwik Bolt II 316 stainless steel anchors. D. Adhesive Anchors: Hilti HAS Super anchors with Hilti HY 150/HIT-ICE adhesive. METAL FABRICATIONS CASAD DAM INTAKE TOWER UPGRADES PAGE 05500-2 E. Plain Washers: Round, carbon steel, ASME B18.22.1. F. Lock Washers: Helical, spring type, carbon steel, ASME B18.21.1. 2.6 GROUT A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. 2.7 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Shear and punch metals cleanly and accurately. Remove burrs. C. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. E. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. F. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. H. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. I. Remove sharp or rough areas on exposed traffic surfaces. J. Form exposed connections with haidine joints, flush and smooth, using concealed fasteners where possible. Use exposed fasteners of type indicated or, METAL FABRICATIONS CASAD DAM INTAKE TOWER UPGRADES PAGE 05500-3 if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least conspicuous. 2.8 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports that are indicated and as necessary to complete the Work. B. Fabricate units from structural-steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and similar items. C. Galvanize miscellaneous framing and supports where indicated. 2.9 STEEL AND IRON FINISHES A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed below: 1. ASTM A 123, for galvanizing steel and iron products. 2. ASTM A 153/A 153M, for galvanizing steel and iron hardware. B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum requirements indicated below for SSPC surface- preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Exteriors (SSPC Zone lB): SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 2. Interiors (SSPC Zone lA): SSPC-SP 3, "Power Tool Cleaning." PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing metal fabrications to in-place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws, and other connectors. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. METAL FABRICATIONS CASAD DAM INTAKE TOWER UPGRADES PAGE 05500-4 D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. E. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. 5. Apply two coats of cold galvanizing paint to all field welds. 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings, if any. END OF SECTION METAL FABRICATIONS CASAD DAM INTAKE TOWER UPGRADES PAGE 05500-5 SECTION 05520- ALUMINUM HANDRAIL PART 1 - GENERAL 1.1 SECTION INCLUDES A. The work covered by this section includes furnishing all labor, equipment and materials required to furnish and install aluminum component handrail including all fittings, anchors, bases and accessories, as required by the contract documents. B. All guardrails shall be furnished with a toeboard. 1.2 SUBMITTALS A. Submit complete shop drawings and product data in accordance with the requirements of spec section 01300. 1.3 STORAGE AND PROTECTION A. Handrails shall be propedy packaged to prevent scratching and denting dudng shipment, storage and erection. Maintain protective wrapping until project is completed. PART 2 - PRODUCTS 2.1 DESIGN REQUIREMENTS A. Component aluminum handrail system shall be designed and constructed in strict compliance with the requirements of WlSHA and the Uniform Building Code. B. In addition, handrails shall be designed to withstand a concentrated load of 200 pounds applied in any direction, at any point on the railing system. 2.2 MATERIAL AND CONSTRUCTION A. Handrail shall be the product of a company normally engaged in the manufacture of pipe railing. Railing shall be shop assembled in lengths not to exceed 24 feet for field erection. B. Post spacing shall be a maximum of 6'-0". Posts and rails shall be a minimum of 2" schedule 40 aluminum pipe, alloy 6063-T6 or 6105-T5, ASTM B-429 or B-221. C. Handrail shall be made of pipe and fittings mechanically fastened together with stainless steel hardware. Handrail systems which use fittings that are glued or pop-riveted will not be acceptable. ALUMINUM HANDRAIL CASAD DAM INTAKE TOWER UPGRADE PAGE 05520-1 SECTION 05520 - ALUMINUM HANDRAIL D. Toeboard shall conform to OSHA standards. Toeboard shall be a minimum of 4" high. Toeboard shall be set 1/4" above the walking surface. E. Openings in the railing shall guarded by a self closing gate. Safety chains are not acceptable. G. All handrail and components shall be clear anodized per Aluminum Association M10C22A41 (215-R1). The pipe shall be plastic wrapped to protect the finish. H. All aluminum surfaces in contact with concrete, grout, galvanized steel, or other dissimilar metals will be protected with a coat of bituminous paint, mylar isolators or other approved material. PART 3 - EXECUTION 3.1 INSTALLATION A. Field fabrication of the railing system is not permitted. B. Set handrails plumb within 1/8" of vertical and align horizontally to within 1/8" in 12 feet. C. Adequate provisions for expansion and contraction shall be incorporated into the rail. D. All defective, damaged or otherwise imprepedy installed handrail shall be removed and replaced with material which complies with this section at no additional cost to the owner. E. Following installation, aluminum handrail shall be cleaned with a mild soap and clean water. Acid solutions, steel wool or harsh abrasives shall not be used. END OF SECTION ALUMINUM HANDRAIL CASAD DAM INTAKE TOWER UPGRADE PAGE 05520-2 SECTION 08110 - HOLLOW METAL DOORS, WINDOWS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supple- mentary Conditions, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Thermally insulated steel doors. 2. Steel door frames. 1.3 DEFINITIONS A. Steel Sheet Thicknesses: Thickness dimensions, including those referenced in ANSI A250.8, are minimums as defined in referenced ASTM standards for both uncoated steel sheet and the uncoated base metal of metallic-coated steel sheets. 1.4 SUBMI'I-rALS A. Product Data: For each type of door and frame indicated, include door designa- tion, type, level and model, material description, core description, construction details, label compliance, sound and fire-resistance ratings, and finishes. 1.5 QUALITY ASSURANCE A. Steel Door and Frame Standard: Comply with ANSI A 250.8, unless more strin- gent requirements are indicated. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard-wrapped or crated to provide protection dur- ing transit and job storage. Provide additional protection to prevent damage to finish of factory-finished doors and frames. B. Inspect doors and frames on delivery for damage, and notify shipper and supplier if damage is found. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect. Remove and replace damaged items that cannot be repaired as directed. C. Store doors and frames at building site under cover. Place units on minimum 4- inch- high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If door packaging becomes wet, remove car- tons immediately. Provide minimum 1/4-inch spaces between stacked doors to permit air circulation. city of Bremerton HOLLOW METAL DOORS, WINDOWS AND FRAMES PAGE 08110-1 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufactur- ers offering products that may be incorporated into the Work include, but ars not limited to, the following: 1. Steel Doors and Frames - Windows: a. Ceco Door Products b. Republic Builders Products. c, Steelcraft; a division of Ingersoll-Rand. d. Substitutions: or approved equal. 2.2 MATERIALS A. Cold-Rolled Steel Sheets: ASTM A 366/A366M, Commercial Steel (CS), or ASTM A 620/A 620M, Drawing Steel (DS), Type B; stretcher-leveled standard of flatness. B. Metallic-Coated Steel Sheets: ASTM A653/A653M, Commercial Steel (CS), Type B, with an A40 zinc-iren-alloy (galvannealed) coating; stretcher-leveled standard of flatness. 2.3 DOORS A. General: Provide doors/~Nindow sizes, thicknesses, and designs indicated. B. Exterior Doors: Provide doors complying with requirements indicated below by referencing ANSI A250.8 for level and model and ANSI A250.4 for physical- endurance level: 1. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 2 (seamless), insulated, 16 gauge thick, conforming to ATSM A653 A40 2.4 FRAMES A. General: Provide steel frames for doors and windows that comply with ANSI A250.8 and with details indicated for type and profile. Conceal fastenings, unless otherwise indicated. B. Frames: 14 gauge steel, fully welded construction, conforming to ASTM A 653 A40. C. Door Silencers: Except on weather-stripped frames, fabricate stops to receive three silencers on strike jambs of single-door frames and two silencers on heads of double-door frames. City of Bremerton HOLLOW METAL DOORS, WINDOWS AND FRAMES PAGE 08110-2 D. Plaster Guards: Provide 0.016-inch- thick, steel sheet plaster guards or mortar boxes to close off interior of openings; place at back of hardware cutouts where mortar or other materials might obstruct hardware operation. E. Supports and Anchors: Fabricated from not less than 0.042-inch- thick, electro- lytic zinc-coated or metallic-coated steel sheet. F. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where zinc-coated items are to be built into exterior walls, comply with ASTM A 153/A 153M, Class C or D as applicable. 2.5 FABRICATION A. General: Fabricate steel door and frame units to comply with ANSI A250.8 and to be rigid, neat in appearance, and free from defects including warp and buckle. Where practical, fit and assemble units in manufacturer's plant. Cleady identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. B. Exterior Door Construction: For exterior locations and elsewhere as indicated, fabricate doors, and frames from metallic-coated steel sheet. Close top and bot- tom edges of doors flush as an integral part of door construction or by addition of 16 gauge thick, metallic-coated steel channels with channel webs placed even with top and bottom edges. C. Core Construction: One of the following manufacturer's standard core materials that produce a door complying with SDI standards: 1. Polyurethane. D. Clearances for Non-Fire-Rated Doors: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch between pairs of doors. Not more than 3/4 inch at bottom. E. Single-Acting, Door-Edge Profile: Square edge. F. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames." G. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and mold- ings from either cold- or hot-rolled steel sheet. H. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. I. Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors fabricated as thermal-insulating door and frame assemblies and tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies. 1. Unless otherwise indicated, provide thermal-rated assemblies with U- value of 0.41 Btu/sq. ft. x h x deg F or better. City of Bremerton HOLLOW METAL DOORS, WINDOWS AND FRAMES PAGE 08110-3 J. Hardware Preparation: Prepare doors and frames to receive mortised and con- cealed hardware according to final door hardware schedule and templates pre- vided by hardware supplier. Comply with applicable requirements in ANSI A250.6 and ANSI A115 Series specifications for door and frame prepara- tion for hardware. 1. For concealed overhead door closers, provide space, cutouts, reinforce- ment, and provisions for fastening in top rail of doors or head of frames, as applicable. K. Frame Construction: Fabricate frames to shape shown. 1. Fabricate frames with mitered or coped and continuously welded corners and seamless face joints. 2. For exterior applications, fabricate frames with mitered and continuously welded corners and seamless face joints. 3. Provide welded frames with temporary spreader bars. 2.6 FINISHES, GENERAL A. Field Paint to match existing door. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install steel doors, windows, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions in SD1105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove tempo- rary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing walls or partitions, place frames be- fore construction of enclosing walls and ceilings. 2. In masonry construction, provide at least three wall anchors per jamb; in- stall adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire an- chors and masonry T-shaped anchors. 3. Grout door frames solid during installation. C. Door Installation: Comply with ANSI A250.8. Fit hollow-metal doors accurately in frames, within clearances specified in ANSI A250.8. Shim as necessary to comply with SDI 122 and ANSI/DHI A115.1G. City of Bremerton HOLLOW METAL DOORS, WINDOWS AND FRAMES PAGE 08110-4 3.2 ADJUSTING AND CLEANING A. Prime-Coat Touchup: Immediately after installation, sand smooth any rusted or damaged areas of prime coat and apply touch up of compatible air-drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION City of Bremerton HOLLOW METAL DOORS, WINDOWS AND FRAMES PAGE 08110-5 SECTION 087'~ '1 - DOOR HARDWARE PART ~1 - GEN£RAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supple- mentary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Provide all finish and specialty hardware, including cylinders as specified herein or indicated on the drawings as necessary to complete the Project, including all accessories, tools, and fasteners required for hardware in- stallation and maintenance. 2. Miscellaneous items not mentioned, but necessary to complete the work, shall be furnished matching quality and finish of specified items. B. Related Sections include the following: 1. Division 8 Section "Steel Doors and Frames." C. Products furnished, but not installed, under this Section include the following. Coordinating, purchasing, delivering, and scheduling remain requirements of this Section. 1. Final replacement cores and keys to be installed by Owner. 1.3 SUBMITTALS A. Product Data: Submit manufacturers technical product data for each item of hardware. Include information necessary to show compliance with requirements; including instructions for installation and maintenance of operating parts and fin- ish. B. Hardware Schedule: Submit five (5) reproducible copies of schedule on 8-1/2- inch by 11-inch sheets numbered consecutively. Furnish a vertical listing of the hardware items used followed by manufacturer's name either on cover sheet or immediately following the cover sheet (i.e., "hinges--manufacturer's name). Schedule hardware items for each door separately in typed vertical form; list each door in numerical order under a separate heading using door number in door Opening Schedule, door location, size, and handing; do not group doors with like or similar hardware under a single heading. Letter subcategories of similar hardware groups is OK, i.e., "14 & 14A." 1. Operating and Maintenance Instructions: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.4 QUALITY ASSURANCE City of Bremerton DOOR HARDWARE PAGE 08711-1 A. Perform work in accordance with ANSI A 117.1 - Specifications for Making Build- ings and Facilities Accessible to and Usable by Physically Handicapped People, and Americans with Disabilities Act (ADA). B. Hardware Supplier: Company specializing in supplying commercial door hard- ware with five years experience approved by manufacturer. C. ANSI/NFPA No. 101 - Life Safety Code. D. Contractor's Responsibilities: The Contractor shall be responsible for the proper application and fit of all finish and specialty hardware in locations as indicated on drawings or as specified. Coordinate locations of hardware items where the in- stallation of any item affects the operation or installation of another item. E. The intent of this key and cylinder specification is to provide key control in order to assure complete security throughout the construction and occupancy phases of this Project. The Owner is assured that the cylinders and keys used during construction are replaced at project completion with the permanent cylinders and keys. F. Each cylinder for a Iockset, deadbolt and padlock shall be of an "Interchangeable Core" design. G. Temporary cylinders used during the construction phase will be keyed alike and provided in the interchangeable core versions as required. These cylinders will be removed at the end of the project by the Contractor, who will then install the permanent cylinders as directed by the keying schedule. 1.5 PRODUCT HANDLING A. Hardware shall be ordered so that it will be available on time for job require- merits. 1.6 WARRANTY A. General: Refer to Section 01700 - Project Closeout for delivery of warranty to Owner. B. Special Warranty: The hardware supplier shall provide to the Owner, written warranties from the manufacturers of Iocksets, exit devices and door closers against defects in material and/or workmanship; Iocksets for one (1) year, exit devices for three (3) years and door closers for a ten (10) year period. Pneu- matic or electric closers are warranted for a two (2) year period. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. No substitutions will be allowed unless approved by the Owner prior to bid open- ing. Requests for approval must be submitted to the Owner in writing at least ten days prior to bid opening. Catalog cuts or physical samples must be submitted City of Bremerton DOOR HARDWARE PAGE 08711-2 with request for approval. Only requests submitted by a distributor firm will be considered. 2.2 HARDWARE FINISH A. Finishes for hardware items specified are as follows: Butts-Exterior 630 Butts-Interior 630 Exit Devicesfl'rim 630 Locksets/Tdm 630 Closers Painted Aluminum covedSS arms, screws, brackets. Push/Pulls 630 O.H. Stops 630 Wall Bumpers 630 Kickplates 630 Thresholds Alum x SS Screws 2.3 BUTTS A. Manufacturer: Hager or approved equal. B. Size: 3 feet 0 inch and under, 4-1/2 x 4-1/2 except as required for 180 degree swing. 3 feet 1 inch and over, 5 x 4-1/2 except as required for 180 degree swing. C. Type: As listed. D. Quantity: 3 each up to and including 90-inch door height, 4 each over 90 inches door height. E. All exterior outswinging doors to have non-removable pins (NRP set screw in barrel). 2.4 LOCKSETS A. Manufacturer: Best Access(City standard). B. All Iocksets and latchsets shall be the product of one manufacturer. All Iocksets and latchsets shall be heavy-duty mortise type, UL approved for use on fire doors, shall have non-ferrous lock cases and critical internal components, and 3/4-inch anti-friction latchbolt. Functions as indicated in the hardware group. Provide curved lip stdkes. Deadbolt functions shall be 1-inch projections. C. Locksets and latchsets shall be furnished with sufficient strike lip to protect trim. D. All locks shall have wrought box strike. E. All locks shall have non-ferrous lock cases. 2.5 DOOR CLOSERS, SURFACE A. Manufacturer: Norton UNI-7500 Series. B. Furnish drop plates where required. City of Bremerton DOOR HARDWARE PAGE 08711-3 C. Furnish sex nuts and bolts for all doors. D. Closers shall have a ten-year guarantee. E. Provide as specified in hardware groups. 2.6 GASKET AND THRESHOLD A. Manufacturer: Hager or equal by Pemko. 2.7 KEYING A. Coordinate key coding with Owner's existing keying system. B. Consult with the Owner's Representative and secure written approval of the com- plete keying layout prior to placing the lock order with the factory. C. Furnish all standard cylinder items with construction cylinders. Supply 6 con- struction master keys. D. Supply three (3) change keys for each keyed lock. E. All keys shall be sent one month prior to building occupancy direct to the Owner's Representative by registered mail. END OF SECTION City of Bremerton DOOR HARDWARE PAGE 08711-4 SOUTH ELEVATION ~ DEP WHEELHOUSE ~ER PLATFORM DETAIL · ~--~ '" I ='~-7--- / .............. n _ _~L~-_~_~_ _ +Press Esc Key to Insert new record, Ctrl-Z to Clear form Press Del Key to Terminate Insert Mode INSERT Contract Maintenance Contract Number 4375 ~Vendor Name DBM CONTRACTORS INC +Subject CASAD DAM INTAKE TOWER UPGRADES ~Department ENGINEERING Status Code CON Amount $244070.75 Begin Date 07/07/2003 Insurance End Date 12/15/2003 Type Amount Review Date 11/01/2003 + Press F1 for GL $2000000.00 ~ valid insuranceAL $1000000.00 + type codes Insurance Total $3000000. 00 $ Insurance Review Date 10/01/2003 + Comments SECTION 00500 - AGREEMENT day of ..~ in the year THIS AGREEMENT is dated the by and between City of Bramerton (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract Documents entitled Casad Dam Intake Tower Upgrade. ARTICLE 2. CONTRACT TIMES. The WORK shall be completed by December 15, 2003. ARTICLE 3. LIQUIDATED DAMAGES. OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions and Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) the CONTRACTOR shall pay the OWNER $700 for each day that expires after the time specified in Article 2 herein for Substantial Completion and Final Completion of the WORK and all fines levied against the City. ARTICLE 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in current funds the amount set forth in the Bid Schedule(s). ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. ~r Initials AGREEMENT CASAD DAM INTAKE TOWER UPGRADE PAGE 00500-1 ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR conceming the WORK consist of this Agreement (pages 00500-1 to 00500-3, inclusive) and the following attachments to this Agreement: o Notice Inviting Bids (pages 00030-1 to 00030-5, inclusive). o Instructions to Bidders (pages 00100-1 to 00100-6, inclusive). o Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (pages 00300-1 to 00300-18, inclusive). o Performance Bond (pages 00610-1 to 00610-2, inclusive). o Payment Bond (pages 00620-1 to 00620-2, inclusive). o Standard General Conditions (pages 00700-1 to 00700-39, inclusive). o Supplementary General Conditions (pages 00800-1 to 00800-41, inclusive). o General Requirements as listed in the Table of Contents including all attachments. o Technical Specifications as listed in the Table of Contents including all attachments. o Drawings consisting of 9 sheets, as listed in the Table of Contents / List of Drawings. o Addenda numbers to inclusive. o Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Paragraph 3.04 of the General Conditions. '. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the OWNER, ENGINEER, and DESIGN ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the OWNER and/or the ENGINEER as further defined in the Contract Documents. Contractor Initials AGREEMENT CASAD DAM INTAKE TOWER UPGRADE PAGE 00500-2 ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the wdtten consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The OWNER, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for secudty purposes the OWNER may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER: (2itv ~f Br~.n:~/'l~r~'~ CONTRACTOR O~ KI C..+~..~ ~ ~/~ _~// [CORPO~TE SEAL] ~:~:~:?? A~es~~'~~ ~ A~est ~--' -- ...~1 I J J Address for giving notices Address for giving noti~s ~???~ Appro~ - -:~ Agent for service of process: (Signature) / / ('~tle) AGREEMENT CASAD DAM INTAKE TOWER UPGRADE PAGE 00500-3 AGREEMENT CERTIFICATE (if Corporation) STATE OF ~J'A- ) ) SS: COUNTY OF K: -,~ ) I HEREBY CERTIFY that a meeting of the Board of Directors of the J a corporation existing under the laws of the State of w'~- , held or t"l~, ,3.7 ,20 ~.~ , the following resolution was duly passed and adopted: "RESOLVED, that_, T~,-'-, , as Presidenl of the Corporation, be and is hereby authorized to execute the Agreement dated , 20, by and between this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this :z3''~ , day of J--~ ,20.~-3 . Secretary (SEAL) AGREEMENT CASAD DAM INTAKE,TOWER UPGRADE PAGE 00500-4