The URL can be used to link to this page

Home My WebLink About4.589 Original Contract I I I I I I I I I I I I I I I I I I I ORIGINAL #1 <./.58Q PROJECT MANUAL for EASTERN CORRIDOR PHASE II AREA 1 PROJECT NO. 06-21 TA-3314 CITY OF PORT ANGELES WASHINGTON June 2008 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES STEPHEN P. SPERR, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES For information regarding this project, contact: Eric Walrath, City of Port Angeles 360-417 -4806 PW 0407_01 Part01 doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I CITY OF PORT ANGELES NOTICE OF AWARD July 14, 2008 TO Primo Construction, Inc Attn Mr. Gregory Parrish 970 Carlsborg Raod PO Box 296 Sequim, WA 98382 PROJECT Description. Eastern COrridor Phase II, Area 1, Project No. 06-21 The Owner has considered the bid submitted by you for the above desCribed work In response to its Advertisement for Bids dated July 9,2008 You are hereby notified that your bid has been accepted for items in the amount of $12,554.50 You are required, as stated in the Information for Bidders, to execute the contract and furnish the required Contractor's Performance and Payment Bond and certificates of insurance within ten (10) calendar days from the date of this notice to you. Two copies of the contract are enclosed for your execution and return. If you fail to execute said contract and to furnish said bonds within ten (10) calendar days from the date of this Notice, said Owner will be entitled to conSider all of your rights arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be granted by law You are required to return an acknowledged copy of this Notice of Award to the Owner Dated this 14th day of July, 2008. CITY OF PORT ANGELES By ~~~ Title City Enqlneer ACCEPTANCE OF NOTICE Receipt of the above Notice of Award IS hereby acknowledged this (~ Title Please return signed original to the CIty of Port Angeles Public Works & UtilitIes Department, attn: Eric Walrath, Assistant Civil Engineer/Project Manager cC' City Clerk N \PROJECTS\06-21 Eastern COrridor Phase 2\14 Award\Area 1 \Award wpd I I I I I I I I I I I I I ,I I If I I I ADDENDUM NO. i TO THE PROJECT MANUAL FOR Eastern Corridor Phase II Area 1 PROJECT NO. 06~21 NOTICE TO PROSPECTIVE BIDDERS ( June 30. 2008) NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are amended as follows: ~. ': 1. Replace page 2 of 3 of the Bid Form with the attached corrected pagli2 of 3 of the Bid ~~. : Eric C. Walrath Project Manager There is no change to the Bid Opening Date (7/9/08) or Performance Period.as a result of this Addendum. --.- This addendum must be acknowledged in the space provided on the Bid Form in the Project Manual when it is submitted to the City with your bid. Failure to do so may result in the bid being rejected as being non-responsive. Addendum No. 1 .. -,,, Page 1 of! June 27.2008 I I I I I I I I I I I I I I I I I I I BID FORM Page 2 of 3 Item Estimated Unit Price Extended No. See No. Description of Item Quantity Units (Fienres) Amount 1 1-09 Mobilization 1 Lump $ $ Sum 2 1-10 Temporary Traffic Control 1 Lump $ $ Sum 3 2-02 Remove Cement Concrete 50 Lineal' $ $ Curb and Gutter Feet 4 2-02 Remove Cement Concrete IS Square $ $ Sidewalk Yard 5 7-04 Solid Wall PVC Storm Sewer 25 Linear $ $ Pipe 6 In. Diam. Feet 6 7-05 Type I Catch Basin with Curb 1 Each $ $ Inlet Frame and Grate 7 8-01 Inlet Protection 3 Each $ $ 8 8-04 Cement Cone. Traffic Curb 50 Linear $ $ and Gutter Feet 9 8-14 Cement Cone. Sidewalk 35 Square $ $ Yard 10 8-14 Cement Cone. Sidewalk Ramp 1 Eaeh $ $ Type F-3b - Total Bid $ - , :- I I I I I I I I I I I I I I I I I I I ADDENDUM NO. -2- TO THE PROJECT MANUAL FOR Eastern Corridor Phase II Area 1 PROJECT NO. 06-21 NOTICE TO PROSPECTIVE BIDDERS ( Julv 8. 2008) NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are amended as follows: 1. Replace the Davis-Bacon Prevailing Wage Rates with the June 27, 2008, modification. .t: Eric C. Walrath Project Manager There is no change to the Bid Opening Date (7/9/08), Engineer's Estimate, or Performance Period as a result of this Addendum. This addendum must be acknowledged in the space provided on the Bid Form in the Project Manual when it is submitted to the City with your bid. Failure to do so may result in the bid being rejected as being non-responsive. Addendwn No.2 Page 1 of 1 July 8, 2008 I I I General Decision Number: WA080001 06/27/2008 WA1 Superseded General Decision Number: WA070001 I State: Washington Construction Types: Heavy (Heavy and Dredging) and Highway I Counties: Washington Statewide. I HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number o 1 2 3 4 5 6 7 8 9 publication Date Modification Number I 02/08/2008 02/15/2008 02/22/2008 04/04/2008 04/25/2008 05/9/2008 06/6/2008 06/13/2008 06/20/2008 06/27/2008 I I I I I CARP0001-008 06/01/2007 I Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES I I Rates Fringes GROUP 1:.... .......... .....$ 25.68 GROUP 2:.. . . . . . . . . . . . . . . . . . $ 27.18 GROUP 3:...... ....... ......$ 25.95 GROUP 4:.. . . . . . . . . . . . . . . . . . $ 25. 68 GROUP 5:................... $ 59. 40 GROUP 6:.. ......... ........$ 28.70 GROUP 7:................... $ 29. 70 GROUP 8:.. ....... ..........$ 26.95 GROUP 9:................... $ 32. 70 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 I I I W A08000 1 Modification 9 Federal Wage Determination I Publication Date 1 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, AND WHITMAN COUNTIES GROUP 1:................... $ 25. 01 GROUP 2:................... $ 26. 51 GROUP 3:................... $ 25. 27 GROUP 4:..... ........ .... ..$ 25.01 GROUP 5:................... $ 58. 04 GROUP 6:................... $ 28. 02 GROUP 7:................... $ 29. 02 GROUP 8:................... $ 26. 27 GROUP 9:................... $ 32. 02 SPOKANE, STEVENS 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter; Burner-Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, Metal Panels and partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and Jams; Sawfiler; Shingler (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw-Off Bearer; Wire, Wood and Mecal Lather Applicator GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, dock and wharf carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible Operator, Not Under Pressure. GROUP 8: Assistant Tender, ROV Tender/Technician. GROUP 9: Manifold Operator - Mixed Gas ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (2819 W. SYLVESTER) or Main Post Office of established residence of employee, whichever is closest to the worksite. CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee, whichever is W A08000 1 Modification 9 Federal Wage Determination I I I I I I I I I I I I I I I I I 2 I I I I closest to the worksite. I CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee, whichever is closest to the worksite. I CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee, whichever is closest to the worksite. I CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee, whichever is closest to the worksite. I I DEPTH PAY FOR 50-100 feet 101-150 feet 151-220 feet 221 feet and DIVERS BELOW WATER SURFACE: $2.00 per foot $3.00 per foot $4.00 per foot deeper $5.00 per foot I PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 FEET Free 26-300 feet $1.00 per Foot I SATURATION DIVING The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours. I I WORK IN COMBINATION OF CLASSIFICATIONS Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. I HAZMAT PROJECTS: I Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: I LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. I I LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". I LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. I W A08000 1 Modification 9 Federal Wage Determination I 3 I CARP0003-006 06/01/2007 I SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of wahkiakum County west to Willapa Bay to the Pacific Ocean). SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY I I SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: I Rates Fringes I Carpenters: CARPENTERS; ACOUSTICAL... ...$ 27.56 DIVERS TENDERS.. ..... .......$ 30.28 DIVERS. . . . . . . . . . . . . . . . . . . . . . $ 68.84 DRYWALL. . . . . . . . . . . . . . . . . . . . . $ 27. 56 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materials. . . . . . . . . . . . . . . . . . . $ 27.71 MILLWRIGHTS... .... ...... ....$ 28.04 PILEDRIVERS....... ..........$ 28.04 13.30 13.30 13.30 13 .30 I I I I 13.30 13.30 13.30 I DEPTH PAY: 50 TO 100 FEET 101 TO 150 FEET 15J TO 200 FEET I $1.00 PER FOOT OVER 50 FEET $1.50 PER FOOT OVER 101 FEET $2.00 PER FOOT OVER 151 FEET I Zone Differential (Add up Zone 1 rates) : Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1. 70 Zone 5 - 2.00 Zone 6 - 3.00 I I I I W A08000 1 Modification 9 Federal Wage Determination 4 I I I I I BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, NOTE: All dispatches for Washington State counties; Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) I ZONE 1: ZONE 2: ZONE 3 : ZONE 4: ZONE 5: ZONE 6' Projects located within 30 miles of the respective city hall of the above mentioned cities projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities Projects located more than 70 miles of the respected city of the above mentioned cities I I I CARP0770-003 06/01/2007 I Carpenters: I CENTRAL WASHINGTON: CHEI.AN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN, (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES I ACCOUSTICAL WORKERS.. ......$ BRIDGE, DOCK AND WHARF CAPPENTERS AND HEAVY & HIGHWAY. . . . . . . . . . . . . . . . . .. $ CARPENTERS AND DRYWALL APPLICATORS.. ......... .....$ CARPENTERS ON CREOSOTE MATERIAL.. ... ..... .........$ DIVERS TENDER... ...... .....$ DIVERS. . . . . . . . . . . . . . . . . . . . . $ INSULATION APPLICATORS.....$ MILLWRIGHT AND MACHINE ERECTORS.. ... .......... ....$ PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLL~~S, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING..... ..$ 32.69 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS. . . . . . . . . . . . . . . . . . . . . . $ 23. 25 Rates Fringes 23.25 10.85 32.49 10.85 23.25 10.85 23.25 10.85 33.29 10.93 74.82 10.93 23.25 10.85 33.49 10.85 I I I I 10.85 I I I 10.85 I W A080001 Modification 9 F ederal Wage Determination 5 I I HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS I Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: I Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralid Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside I I I ZOD8 Pay: o -25 raaius miles 26-35 radius miles 36-45 rarlius miles 46-55 radius miles Over 55 radius miles Free $l.OO/hour $1.15/hour $1.35/hour $1.55/hour I (HOURf,Y ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PIlJEDRIVER ONLY) I Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center I Zone Pay: o -25 radius miles 26-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour I I I I I I I I W A08000 1 Modification 9 Federal Wage Determination 6 I I I I CARP0770-006 06/01/2007 I Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES I I Rates Fringes 32.62 11.26 32.49 11. 26 32.49 11.26 32.59 11. 26 33.29 10.93 74.82 10.93 32.49 11.26 33.49 11. 26 - - I ACOUSTICAL WORKERS. ..... ...$ BRIDGE, DOCK & WHARF CARPENTERS....... ...... ....$ CARPENTERS AND DRYWALL APPLICATORS. .... .... ..... ..$ CARPENTERS ON CREOSOTE MATERIAL....... .... ..... ...$ DIVERS TENDER... ... ..... ...$ DIVERS. . . . . . . . . . . . . . . . . . . . . $ INSULATION APPLICATORS.. ...$ MILLWRIGHT AND MACHINE ERECT6RS.... ......... ......$ PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING.... ...$ 32.69 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS. . . . . . . . . . . . . . . . . . . . . . $ 32. 62 11.26 I I I I 11. 26 I I (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS I Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: I Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan I Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside I I I W A08000 1 Modification 9 F ederal Wage Determination I 7 Zone Pay: o -25 radius miles 26-35 radius miles 36-45 radius miles 46-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) HouLly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: o -25 radius miles ?6-45 cadius miles Over 45 radius miles Free $ .70/hour $1.50/hour ELEC0046-001 07/02/2007 CALL1~M; JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER..... ......... ......$ 40.62 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 36.93 3%+13.21 3%+13.21 ELEC0048-003 01/01/2008 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABL}<; SPLICER.. ................. $ 34.40 BLECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 34.15 3%+$14.85 - 3%+$14.85 HOURLY ZONE PAY Hourly Zone Pay shall be paid on jobs located outside of the free .zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria. Zone t'ay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles$9.00/hour * These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. W A08000 1 Modification 9 F ederal Wage Determination I I I I I I I I- .. 'I -..1. I- I I I I I I 8 I I I I I * ELEC0073-001 01/01/2008 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES I Rates I CABLE SPLICER... ......... ...... ..$ 26.82 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 26.42 ELEC0076-002 03/01/2007 I Fringes 3%+12.08 3%+12.08 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PJERCE, AND-THURSTON COUNTIES I Rates CABLE SPLICER...... ...... ........$ 36.3~ ELECTRICIAN.... .......... ........$ 32.71 I ELEC0077-002 02/01/2007 Rates- I Line Construction: CABLE SPLICERS.... ...... ....$ 42.09 GROUNDMEN... ........ ........$ 26.31 LINE EQUIPMENT MEN..........$ 32.32 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN....$ 37.58 POWDERMEN, JACKHAMMERMEN....$ 28.19 TREE TRIMMER.. ... .... :......$ 22.65 1 I ELECOl12-005 06/04/2007 I Fringes 3%+13 .19 3%+13 .19 Fringes 3.875+10.60 3.875%+8.60 3-;-875%+8.70 3.875%+10.60 3.875%+8.60 3.875%+8.35 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES -I Rates I CABLE SPLICER...... .......... ....$ 33.50 ELECTRICIAN..... ... .....~.... ..~.$ 31.90 ELEC0191-003 08/31/2007 I - - Fringes 3%+13.33 3%+13.33 Rates ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Fringes 1 CABLE SPLICER...... ..............$ 35.71 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 32.46 I I W A08000 1 Modification 9 Federal Wage Determination I 3%+11.97 3%+11.97 9 ELEC0191-004 08/31/2007 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER...... ......... .,. ..$ 31.31 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 28.46 3%+11.92 3%+11.92 ELEC0970-001 06/01/2007 COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes CABLE SPLICER .......... ........$ 32.67 ELECTRICJAt\I. . . . . . . " . . . . . . . . . . . . . . $ 29.70 3%+11.00 3%+11.11 ENGI0302-003 06/01/2008 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUAN, SKAGJT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (O-2~ radius miles) : Rates "Fringes Power equlpmen~: operators: Groi,lp 1A................... $ 34.:';1 Group 1M.................. $ 35. 08 Group 1AAA..... .., ....... ..$ 35.64 Group 1..................... $ 33.96 Group 2............. . . . . . . . . $ 33.47 Group 3.".. . , . . . . . . . . . . . . . . . $ 33. 05 Group 4.... . . . . . . . . . . . . . . . . . $ 30.69 13.95 13.95 13.95 13.95 13.95 13.95 13.95 Zone Difterential (Add to Zone 1 rate$) : Zone 2 (?6-45 radjus miles) - $ 1.00 Zone 3 (Uver 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom W A08000 1 Modification 9 Federal Wage Determination I I I I I I I I I I I I I I I I I 10 I I I I I GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-G yards and over with attachments I GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under G yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-I0; Remote control operator on rubber tired earth moving equipment; Rollagon; - Scrapers-self propelled 45 yards and over; Slipform-pavers; Transporters, all truck or track type I I I I GROUP 2 - Barrier machine (zipper); Batch Plant Operator- Concrete; Bump Cutter; Cranes, 20 tons thru 44 ton~ with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boOm " attachment; Crusher; Deck Engineer/Deck Winches -(pC)\fjer1'-;--~- Drilling machine; Excavator, shovel, backhoe-3yaras and - under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under G yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount); Roto-mill, roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, BarbarGreen; Scraper-self propelled, 'hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw- knox-roadtec; Truck crane oiler/driver-l00 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer I I I I I GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forkli:ft":3000 lbs; , and over with attachments; Horizontal/directional drill locator; Outside hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrapers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under I I I I GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish machine-laser screed; Cranes-A frame-lO tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 Ibs. with I W A08000 1 Modification 9 Federal Wage Determination I 11 attachments; Hydralifts/boom trucks, 10 tons and underi Oil distributors, blower distribution and mulch seeding operatori Pavement breakeri posthole digger, mechanicali Power planti Pumps, water; Rigger and Bellmani Roller-other than plant mixi Wheel Tractors, farmall typei Shotcrete/gunite equipment operator Category B Projects: 95% of the basic hourly rate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million_where no building~is involved. surfacing and paving included, but utilities-_ _ excluded. J. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working ins1de a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following gronp schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project_Bite-~ safety plan H-1 Baue wage rate when on a hazardous waste site when not ourfitted with pro~ective clothing H-2 Class '.!..C" Suit - Base wage rate plus $ .25 per hour-_ H-3 Class liB" Suit - Base wage rate plus $ .50 per hour. H-4 Class "An Suit - Base wage rate plus $ .75 per hour. - -------------------------------------~------------------------- W A08000 1 Modification 9 Federal Wage Determination I I I I I I I I I I I 1- I I I I I 12 I I I I ENGI0302-009 06/01/2007 I CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES I I ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. I WORK PERFORMED ON HYDRAULIC DREDDGES: Zone 1 (0-25 radius miles): Rates Fringes I Power equipment operators: GROUP 1 TOTAL PROJECT COST $300,000 AND OVER. .........$ 31.33 TOTAL PROJECT COST UNDER $300,000. . . . . . . . . . . . . . . . . . . $ 26.96 GROUP 2 TOTAL PROJECT COST $300,000 AND OVER. .........$ 31.46 TOTAL PROJECT COST UNDER $300,000. . . . . . . . . . . . . . . . . . . $ 27.06 8.40 12.75 I 8.40 I 12.75 I GROUP 3 TOTAL PROJECT COST $300,000 AND OVER..........$ TOTAL PROJECT COST UNDER $300,000. . . ... . .. . ......... $ GROUP 4 TOTAL PROJECT COST $300,000 AND OVER. .........$ TOTAL PROJECT COST UNDER $300,000.................. .$ GROUP 5 TOATL PROJECT COST $ 300, 000 AND OVER. . . . . . . . . -. $ TOTAL PROJECT COST UNDER $ 3 0 0 , 0 0 0 . . . . . . . . . . . . . . . . .. . $ GROUP 6 TOTAL PROJECT COST' - $300,000 AND OVER..... .....$ TOTAL PROJECT COST UNDER $300,000. . . . . . . . . . . . . . . . . . . $ 31. 84 12.75 2/.38 8.40 31.89 12.75 27.43 8.40 33.46 12.75 28.75 8.40 31. 33 12.75 26.96 8.40 I I I I I I Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 I BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima I W A080001 Modification 9 Federal Wage Determination I 13 POWER EQUIPMENT OPERATORS CLASSIFICATIONS: GROUP 1 : GROUP 2 : GROUP 3 : GROUP 4 : GROUP 5 : GROUP 6 : Assistant Mate (Deckhand Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance Category B Projects: 95% of the basic hourly rate for each group plus full fringe benefits applicable to category A projecc.s shall apply to the following projects. A Reduced rates may be paid CD the following: 1. Projects involving work on structures such as buildings and bridges ,,,hose t<:'tal value is less than $1.5 million - ., excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine pr.ojects (docks, wharfs, etc.) less than $150,000. Heavy Wage rates (Category A) Applies to clam shell dredge, hoe and dipper, shovels and shovel attachments, cranes and bulldo<:ers. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a eederally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste' as _,'.. outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted ""ith protective clothing H-2 Class IICIf Suit B3.se wage rate plus $ .25 per hour. H-3 Clasi.. HB" Suit - B..lse wage rate plus $ .50 per hour. H-4 Class "A'f Suit - Base wage rate plus $ .75 per hour. W A08000 1 Modification 9 Federal Wage Determination I I I I I I I I I I I I I I I I I 14 I I I I ENGI0370-002 06/01/2008 I ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES I ZONE 1: I Rates Fringes I Power equipment operators: GROUP 1A................... $ 23. 21 GROUP 1.... ..;... ....... ....$ 23.76 GROUP 2.... . . . . . . . . . . . . . . .. .'$ 24.08 GROUP 3..................... $ 24. 69 GROUP 4..................... $ 24. 85 GROUP 5...... ... ..... ... ....$ 25.01 GROUP 6..................... $ 25. 29 . GROUP 7..................... $ 25. 56 GROUP 8..................... $ 26. 66 9.80 9.80 ."-9.80-'- ':t.80 9.80 9.80 '~,' 9.80 9."80 9.80 I I I ZONE DIFFERENTIAL (Add to Zone l,rate): Zone 2 - $2.-00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho I' Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho ,.' I POWER EQUIPMENT OPERATORS 'CLASSIFICATIONS. GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam' Cleaner I GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and aircompressb~, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Hydro-seeder, ._ Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on'subgrade, inCluding- seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine. I I I I I I W A080001 Modification 9 Federal Wage Determination I 15 GROUP 2: A-frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditcn Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra-lift &_similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable-concrete); Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self~propelledl; Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Opera~or (self-propelled; Spray curing Machine (concrete) ; "Spreader Box (self-propelled); Stradd-le Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A-frame Truck (2 or more drums); Assistant Refrigeration Plant & Chil'ler Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Clecming & Doping Machine (pipeline); Deck Engineer; Blevating Belt~type Loader (Euclid, Barber Green & similar); Elevating Grader-type Loader (DumoL, Adams or similar); Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow~crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core,'calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ; Loaders (oveLhead & front-end, under 4 yds. R/T); Refr.ige~atio0 Plant Engineer (under 1000 ton); Rubber-tired Skidders (R/T witD or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re-screening); Vacuum Drill (reverse circulation drill under 8 inch bit) W A08000 1 Modification 9 Federal Wage. Determination I I I I I '1- I I I I I. I I I 1- I I 16 I I I I GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker I I I GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl-. -4).; __ Blade Operator (motor patrol & attachments); Cable-Controller- (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving - Machine (asphalt ahd concrete); Quad-Track or similar . equipment; Rollerman (finishing asphalt pavement); Rota Mill (pavement grinder); Scrapers, all, rubber-tired; Screed Operator; Shovel (under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super 'sucker; Lime Batch Tank Operator (Recycle-Train) ;Lime Brain_Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) I I I I I I GROUP 7: Backhoe (over 110,000 gw); Backhoes &-Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; -. ~ - - Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine_; - Derricks & Stiffleys (65 tons & over); Elevat~ng Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; ~ Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber-tired Scrapers (multiple engine-with three or more. scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly and Similar); Ultra High Pres~ure Watertet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator I I -I I GROUP 8: Cranes (85 tons and over, and all climbing, overhead, rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter pilot I I I W A08000 1 Modification 9 Federal Wage Determination I 17 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGIU170-006 06/01/2008 ADAMS, ASO~IN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),. COLT-ilvlBrA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 12~JH MEIHDIAN), PEND OREILLE, .SPOKANE, STEVENS,. WALLA WALLA, WHITMAN ANO YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES WORK PERFORMED ON HYDRAULIC DREDGES Rates Fringes ' Hydraulic Dredge GROUP 1:.................... $ 3 1 . 85 GROUP 2:. . . . . . . . . . . . . . . . . . . . $ 32. 36 GROUP 3:...... ...... '. . . . . . . $ 32. 41 GROUP 4: . . . . . . . . . . . . . . . . . . . . $ 33. 98 GROUP 5:.................... $ 3 1 . 85 (~ROUP 6:.................... $ 31. 98 GROUP 7:...... '.' . . . . . . . . . . . . $ 3"2.36 13 .53 13.53 13 .53 13 .53 13.53 1.3.53 13 .53 GROUP 1: Assistant Mate (Deckhand) CROUP 2: Assistant Engineer (Electric, Diesel, Steam, or ~Jooster Pump) GROUP 3: Engineer Welder G1<.OUl? 4: Leverman, Hydraulic GROTJP 5: Maintenance GROCJI? 6: Oiler' GROUP 7: Mates.& Boatman.. HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, .CRANES AND BULLDOZERS. ' W A08000 1 Modification 9 Federal Wage Determination I I I I I "I' I I I I I. . . ,',1 .1 I I I I 18 I I I I ENGI0612-001 06/01/2007 I LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES I PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) I Rates - Fringes I Power equipment operators: WORK PERFORMED ON HYDRAULIC DREDGES: Tota~ Project cost $300,000 and over GROUP 1.................... $ 31. 33 GROUP 2... . . . . . . . . . . . . . . . . . $ 31. 46 GROUP 3... ......... ...... ..$ 31.84 GROUP 4... ...... ... ...... ..$ 31.89 GROUP 5.................... $ 33. 46 GROUP 6.................... $ 31. 33 WORK PERFORMED ON HYDRAULIC DREDGES: Total Project Cost under $300,000 GROUP 1. ....... ..... .......$ 26:96 GROUP 2.................... $ . 2 7 . 06 GROUP 3.................... $ 27. 38 GROUP 4........... . . . . . . . . . $ 27. 43 GROUP 5... ......... ........$ 28.75 GROUP 6... . . . . . . . . . . . . . . :. . $. 26 . 96 12.75, 12.75 12.75 12.75 12.75 12.75 I I I I 8.40- 8.40 8.40 8.40 8.40 8.40 .1 I ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to-Zone 1 rates I BASEPOINTS: Tacoma, Olympia, and Centralia I CATEGORY B PROJECTS - 95% of the basrc hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects: Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. I I I I W A08000 1 Modification 9 Federal Wage Determination 19 I Power equipment operators: GROUP 1A............:...... $ 34. 51 GROD~ 1AA. ... .... .... ......$ 35.08 GROUP 1p~,... ..... .......$ 35.65 GROUP 1...... .............. $ 3.3. 96 GROuP :2.... ................ $ 33. 47 GROm J..................... $ 33. 05 GROUP 4. . . . . . . . . . . . . . . . . . . . . $ 30. 69 13.95 13.95 13 . 95- 13.95 13.95 13.95 13.95 I I I I I 1- --- -- - I I- I I I- I I I I I I 20 Ie I 3. Marine projects (docks, wharfs, etc.) less than $150,000 WORK PERFORMED ON HYDRAULIC DREDGES: GROUP 1 : GROUP 2 : GROUP 3 : GROUP 4: GROUP 5: GROUP 6 : Assistant Mate (Deckhand Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump) i Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance HEAVY WA(~E RATES APPLIES TO CLAM SI-j:EEL DREDGE, HOE AND DH'PER, SHOVEl,S AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS HANDLING OF HAZ](RDOm: HASTE MATERIALS H-1 When not outt)tced with protective cloLhing of level D equipment - Base wage rate H-2 - Class "C" Suit - Base wage rate + $.25 per hour H-3 - Class "B" Suit - Base wage rate + $.50 per hour H-4 - Class "A" Suit - Base wage rate +$.75 per hour ENGI0612-002 06/01/2008 LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary pf w~hkaikum County to the sea) MJD THURE3TON COUNTIES-- ON PROJECTS DF-SCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OJ;<' THE BASE RATE. PLUS FULL_FRINGE BENEFITS. ON ALL OTHER WORK, 'J'J:IE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) W A08000 1 Modification 9 F ederal Wage Determination I I I GROUP 1AA - Cranes- 200 tons to 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom I GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments I GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks-on b~l(jing work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yardstD;~bUt TIBt, '- including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control -operator' on rubber tired earth moving equipment; Rollagon; Scrapers- self -propelled 45 yards and over; Slipform pavers; - ~-=," -- Transporters, all track or truck type I I I I GROUP 2 - Barrier machine (zipper); Batch Plant OpeTator- concrete; Bump Cutter; Cranes, 20 tons thru 44 'tons,wi~fr attachments; Crane-Overhead, bridge type, 20 tons through 44 tonsj Chipper; Concrete pump-truck mount with boom attachmentj Crusher; Deck engineer/deck wincheS' (power);, Drilling machinej Excavator, shovel, backhoe-3 yardS and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punchj Loaders, 'overhead under '6"'''-. - yards; Loaders-plant feedj Locomotives-all j MechelIlics-"all'j Mixers, asphalt plantj Motor patrol graders, ~iI1ishing; = piledriver (other than crane mount) j Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Greenj Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yardsj Subgrader trimmer; Tractors, backhoe over 75 hpj Transfer materiaYservlce machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-lOa tons and overj Truck Mount Portable' Conveyor; Yo Yo pay I I I I I GROUP 3 - Conveyorsj Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck ~, or crane mount; Dozer-D-9 and under; Forklift-3000 Ibs. and over with attachmentsj Horizontal/directional drill locatorj Outside Hoists-(elevators and manlifts)', air tuggers, strato tower bucket elevators; Hydralif~s/boom - trucks over 10 tonsj Loaders-elevating type, beltj Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lift materials;' Saws-concretej Scrapers, concrete and carryall; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp I I I I W A08000 1 Modification 9 Federal Wage Determination I 21 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts-under 3000 Ibs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects. involving work on structures such as buildings and bridges whose total value is less than_$1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is ~nvolved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for cQmp~nsation in accordance with the following group schedule relative to the level of hazardous waste as outli.ned in the specific hazardous waste project site safec.y plan. H-] Base wage rate our.:fitted with H-~ Cldss "C" Suit H-3 Class "8" Suit H-4 Class "A" Suit when on a hazardous waste site when not protective clothing - Base wage rate plus $ - Base wage rate plus $ - Base wage rate plus $ .25 per hour. .50 per hour. .75 per hour. ENGT0701-002 01/01/2008 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKI~~UM COUNTIES POWER RQUIPMENT OPERATORS: ,ZONE 1 Rates FrJnges Power equipment operators: (See Footnote A) GROUP 1..................... $ 35. 06 GROUP 1A.... ..... ....... ....$ 36.75 GROUP lB...... ......:.......$ 38.44 GROUP 2..................... $ 33. 55 GROUP 3.....................$ 32.62 GROUP 4..................... $ 31. 75 GROUP 5..................... $ 30. 72 GROUP -6. . . . . . . . . . . . . . . . . . . . . $ 27.94 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 W A08000 1 Modification 9 Federal Wage Determination I I I I I I -I I I 'I .1- ,I' .-1 I I I I 22 I I I I I Zone Differential (add to Zone 1 rates): Zone 2 $2.00 Zone 3 - $4.00 I For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: I All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or projects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. I I I All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. I All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for-all classifications. I I For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. I All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. I I All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. I POWER EQUIPMENT OPERATORS CLASSIFICATIONS I GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 tOn and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton I I W A08000 1 Modification 9 Federal Wage Determination I '23 I GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over I I GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over I GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Rota Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 Ibs and above; Bulldozer operator, twin engine; Bulldozer Operator, tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; _-_ CRANE: Cableway Operator, 25 tons and over; HYDRAULIC -- CRANE: Hydraulic crane operator 90 ,tons through 199 tons (without luffing or tower attachment); TOWER/WHIRLEY OPERATOR' Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc. operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than lS0 tons; LOADERS: Loader operator, 120,000 Ibs. and above; REMOTE CONTROL: Remote controlled earth-moving equjpment; RUBBER-TIRED SCRAPERS: Rubber- tired scraper opeIator, with tandem scrapers, multi-engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, ClamshelL operator 5 cu. yds and over; TRENCHING:__ MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operatpr, remote- or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over 130,000 Ibs.; HYDRAULIC CRANE: Hydraulic crane operat-ar, - 50 tons through 89 tons (with luffing or tower attachment) ; I I I I I I I I I GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 Ibs. up_ to and including 120,000 Ibs.; HYDRAULIC CRANE: _Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom) ; FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR: excavator over 80,000 lbs. through 130,000 Ibs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER-TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self-loading, paddle wheel, auger type, finish and/or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 ell yds. I I I I W A08000 1 Modification 9 24 Federal Wage Determination I I I I I GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screedman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi-engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side-boom Operator; Cable-Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine) ; Hydro Axe (loader mounted or similar type); COMPACTORS SELF-PROPELLED: Compactor Operator, with blade; Compactor Operator, multi-engine; Compactor Operator, robotic-; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K-17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom t-ype lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 - ton; Hoist Operator, -stiff leg, guy- derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel-Electric Engineer; GrizzleyOperator; Dri~l Doctor; Boring Machine Operator; Driller-~ercussion, Diamond,core, Cable, Rotary and similar type; Cat Drill (John Henry) ; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel-elettricEngineer; Jack Operator, elevating barges, Barge Operator~ self- - -c-:__ - unloading; piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel-Electric Engineer required) ; Floating Crane (derrick barge) Operator, less than 30-tons; GENERATORS: Generator Operator; Diesel-electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all- types)-; Guardrail Auger Operator (all types); Combination Guardrail machines, i.e.~ punch auger, etc.; HEATING PLANT: Surface Hea~er and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe- operator, track and wheel~type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders- Operator, front end and overhead, -25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer I I I I I I I I I I I I I I I W A080001 Modification 9 Federal Wage Determination 25 I GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto-Mill, pavement profil~r, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or JOO horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Comb~nation mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumpcrete Operator ~any type); Pavement Grinder and/or Grooving Machine Operator (riding type); Cement pump Operator, Fuller-Kenyon and similar; Concrete Pun~ Operator; Grouting-Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; ,Cast in place pipe laying machine; maginnis- Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete paving Machine Operator; Concrete Finishing_Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator;_ Hoist Operator, single drum; Elevator Operator; A-frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: . Operator; piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet cutting Tool System Operator/Mechanic; Vacuum Blasting Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS: Rubber-tired Scraper Operator, single engine, single scraper; Self-loading, paddle wheel, auger type under 15 cu. yds.; Rubber-tired Scraper Operator, twin engine; Rubber-tired Scraper operator, with push- pull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, _SKOOPER OPERATOR: Diesel Electric Engineer; Stationary Drag Scraper Operator; Shovel,- Dragline, Clamshell, Operator under 3 cy yds.; Grade-all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor operator" rubber-tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber-tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator W A08000 1 Modification 9 F ederal Wage Determination I I I Hydraulic Boom Truck, pittman; DRILLING: Churn Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 Ibs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE-SEWER WATER: Hydra hammer or similar types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator, Operator; Ballast Tamper Multi-Purpose Operator; Track Liller Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material haule~; SURFACING (BASE) MATERIAL: Rock Spreaders-, ,self-propell-ed; Pulva-mixer or similar types; Chip Spreading'machine operator; Lime spreading operator, construction 10b siter;' SWEEPERS: Sweeper operator (Wayne type) self-propelled' construction job site; TRACTOR-RUBBER TIRED: Tractor operator, rubber-tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey I I I I I I I GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer-Box Operator (C.T.B., dry batch, etc.); Cement-Hog Oper~tor; Concrete Saw Operator; Concrete Curing Machine Operator- (riding type); wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A-frame Truck Operator, single drum; Tugger-or Coffin Type Hoist Operator; CRUSHER: Crusher Oilerj-'Crusher Feederman; CRUSHER: Crusher oiler; Crusher-feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (excluding working platform) i Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job sitei Lull Hi-Lift Operator or Similar TypeiGUARDRAIL EQUIPMENT: Oiler; Auger oiler; oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less- than 1 cu yd.); Bucket Elevator Loader Operator ,- BarberGreene and similar types; OILERS: Oil-er; -.Guardrail Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (po'..er agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oileri Switchman; Motorman; Ballast Jack Tamper Operator; I I I I I I I I W A080001 Modification 9 Federal Wage Determination 27 I SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operator, mechanical, self-propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator ENGI0701-003 01/01/2008 (revised from ENGI0701-004) Clark, Cowlitz, Klickitat, Pacific (South) I Skamania, and Wahkiakum Counties Rates Fringes Dredging: ZONE A ASSISTANT ENGINEER.. .......$ 35.66 10.05 ASS ISTlI..NT MATE. . . . . . . . . . . . . $ 31.53 10.05 LEVERMAN, DIPPER, ECLOATING CLAc'VISHELL. . . . . . . . . $ 38.12 10.05 LEVERMAN, HYDRAULIC. . ... . ..$ 38.12 '10.05 TENDERMAN... ...............$ 34.54 10.05 ZONE B ASSISTANT ENGINEER........ .$ 37.66 10.05 ASSISTANT MATE. . . . . . . . . . . . . $ 33.53 10.05 LEVERMAN, DIPPER, FLOATING CLkMSHELL. .. .. . . ..$ 40.12 . 10_.05 LEVERMAN, HYDRAULIC... .. ., .$ 40.12 10.05 TENDERMAN.... ....... .......$ 36.54 10.05 ZONE C ASSISTANT ENGINEER..... ....$ 38.66 10.05 ~ ~ ASSISTANT MATE. . . . . . . . -. . . . . $ 34.53. .10.05 LEVERMAN, DIPPER, FLOATING CLAMSHELL... ......$ 41. 12 -10.05 LEVERMAN, HyDRAULIC....... .$ 41.12 10.05 TENDERMAN. . . . . . . . . . . . . . . . . . $ 37.54 -10.05 _ ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B Over 30-50 road miles from-Portland City-Hall. ZONE C - Over 50 road miles from Portland City Hall.- *AII jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. \N A08000 1 Modification 9 Federal Wage Determination I I I I I I I I I I I. I I. -1.- I I 1 28 I I I I IRON0014-005 07/01/2007 I ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES I Rates Fringes I IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 28. 22 15.52 IRON0029-002 07/01/2007 I CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES I Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 30. 25 15.52 I IRON0086-002 07/01/2007 YAKIMA, KITTITAS AND CHELAN COUNTIES I Rates Fringes I IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 29. _0 0 15.52 IRON0086-004 07/01/2007 I CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, . MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES I Rates .Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 32. 40 15.52 I I I I I I W A08000 1 Modification 9 Federal Wage Determination I 29 LAB00001-002 06/01/2008 Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHAT COM COUNTIES Zone 1: GROUP 1........... . . . . . . . . . $ GROUP 2..... . . . . . . . . . . . . . . . $ GROUP 3.....,..............$ GROUP 4.... ............... $ GROUP 5.... " ............. $ Rates 21.19 24.01 29.66 30.37 30.85 Fringes 8.46 8.46 8.46. 8.46 8.46 CHELAN, T)OUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES- GROUP 1..... ......... ... ...$ 17.45 GROUP 2... . . . . . . . . . . . . . . . . . $ 19. 97 GROUP 3.. . . . . . . . . . . . . . . . . . . $ 21. 85 GROUP 4... ........... ......$ 22.37 GROUP 5....................$ 22.76 8.46 8.46 8.46 8.46 8.46 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: CHEL7~, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Prolects within 25 radius miles of the respective city hal] ZONE 2 -.Moretl1an 25 but less than 45 radius miles -from the respective city hall ZONE 3 - More tban 45 radius miles from the respective city hall BA~E POINTS.: BELL1NGHAM, MT. VERNON, EVERETT, SEATTLE, KENT-, TACOr1A, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. ~OWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects wLthin 25 radtus miles of the respective ci ty hal] ZONE 2 - More than 25 but less than 45 radius miles-frDm the respective city ball ZONE 3 - More t~an 45 radius miles from the respective city hall W A08000 1 Modification 9 F ederal Wage Determination I I I THE I I I I I I I I. I I I I I I .30 I I I I LABORERS CLASSIFICATIONS I GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) I GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagmanj pilot Car I GROUP 3: General Laborerj Air, Gas, or Electric Vibrating Screedj Asbestos Abatement Laborer; Ballast Regulator Machinej Brush Cutterj Brush Hog Feederj Burnerj Carpenter Tender; Cement Finisher Tenderj Change House or Dry Shackj Chipping Gun (under 30 lbs.) j Choker Setter; Chuck Tenderj Clean-up Laborerj Concrete Form Stripperj Curing Laborerj Demolition (wreckin~ and moving including eharred- material) j Ditch Diggerj Dump Personj Firie Gradersj Firewatchj Form Setter; Gabian Basket Buildersj Grout Machine Tenderj Grindersj Guardrail Erector; Hazardous Waste Worker (Level C); Maintenance Personj Material Yard Personj Pot Tenderj Rip Rap Personj Riggersj Scale Personj Sloper Sprayerj Signal Personj Stock Pilerj Stake-HOpperj Toolroom Man (at job site)j Topper-Tailerj Track Laborerj Truck Spotterj Vinyl Seamer I I I I I GROUP 4: Cement Dumper-pavingj Chipping Gun (over 30 lbs.) j Clary Power Spreaderj Concrete Dumper/Chute Operatorj Concrete Saw Operatorj Drill Operator (hydraulic, diamond, aiartrac)j Faller and Bucker Chain SaWj- GradeCheck~Tand Transit Personj Groutmen (pressure) including post tension beams j Hazardous Waste Worker (Level B); High Scaler;- - Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green- cutter when using combination of high pressure air-and '- water on concrete and rock, sandblast, gunite, shotcrete,..- water blaster, vacuum blaster)j Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Rai lroad ;Spike-- Puller-power; Raker-Asphalt-; Rivet Buster)" Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and S~mi~ar electric, air and glas operated tool; Timber Person-sewer (lagger shorer" and cribber); Track Liner Power; Tugger" Operator; Vibrator; Well Point Laborer I I I I I GROUP 5: Caisson Worker; Miner; Moftarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level l'l) -: '-' ---------------------------------------------------------------- I I I W A08000 1 Modification 9 Federal Wage Determination I 31 LAB00238-004 06/01/2008 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1.................... $ 20. 56 GROUP 2....... ... ...... ....$ 22.66 GROUP 3.................... $ 22. 93 GROUP 4....... .......... ...$ 23.20 GROUP 5.................... $ 23. 48 GROUP 6.......... . . . . . . . . . . $ 24.85 7.70 7.70 7.70 '7.70 7.70 u 7.7,0 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: Zone 2: 0-45 radius miles from the main post office. 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc.. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenl,.;r Tender; Cement Handler; Clean:-up Laborer;, Concret~a Crewman (to .include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumpcrete machine, 'signaling., handling the nozzle of squeezcrete or similar machine, 6 inches Clnd smaller).; Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); DU~9maD. Fence Erector; Firewatch; Form Cleaning Machine Feeder. Stacker; General Laborer; Grout Machine Header Tender; Guard Rail. (to include guard rails, guide and reference posts, Eign posts, and right-of-way ma.rkers).;.. Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumpcrete Cre\Vffian, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Taiihoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well-point Man; AJl Oth~r Work Classifications Not Specially Listed Shall Be ClasP>ified As General Laborer W A08000 1 Modification 9 Federal Wage Determination ;,,' ':-~-- I I I I I I ,I 1 I I 1- .1 I' I I I. I 32 I >, I I \ I I GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required ,to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (us~s a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 Ibs.); pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex,and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) I I I I I GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup'brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conj unction with a chemical "splash suit") '; High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam opera,tor and rigger on ~:tunnels) ; Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 Ibs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 Ibs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper;, Plasterer Tender; Vibrators (all) I I I I I GROUP. 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a sel f -contained breathing apparatus or a supplied air line);, Mine~ Cla~s "D", (to include raise and shaft miner, laser beam operator on raises and shafts) I I GROUP 6 - powderman I I I W A08000 I Modification 9 F ederal Wage Determination I '33 : LAB00238-006 06/01/2008 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMB1A, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier........... .... ..... ..$ 24.10 7.70 LAB00335-001 06/01/2007 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SI~IA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1..,................. $ 25.94 GROUP 2....,...............$ 26.54 GROUP 3. .................. $ 26. 98 GROUP 4.... ........... .....$ 27.36 GROUP 5... . . . . . . . . . . . . . . . . . $ 23.44 GROUP 6................,... $ 21. 02 GROUP 7., ............... ..$ 17.82 8.25 8.25 8.25 8.25 8.25 8.25 8.25 Zone Differential (Add to Zone 1 rates) : Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects 'vithin 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3, More than 40 miles but less than 50 miles from the ,respecLive city pall. ZONE 4: 'More than 50 miles but less than 80 miles from the respec~lve city hall. ZONE 5: MorE than 80 miles f~om the respectiye c~ty hall. - W A08000 1 Modification 9 Federal Wage D~termination I I I I I I I 'I I I I .1 I' I. I I I 34 .1.- I I I LABORERS CLASSIFICATIONS I GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Guard Rail, Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chlpper' Operator or Similar Types; Railroad Track L~borer&;R~bbon_ Setters (including stee~ forms); Rip Rap Man (hand placed) ; Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight-Man- Crusher (aggregate when used) I 1 I I I- GROUP 2: Applicatoy (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of -an -- - . irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) I I I I I GROUP 3: Asbestos Removal; Bit-Grinder; Dril~-Doctor; Drill Operators, air tracks, cat drills, wagon drills,----- rubber-mounted drills, and other similar tyPes-including at- crusher plants; Gunite Nozzleman; High Scalers, Scrippers - and Drillers (covers work in swinging stages, cha{rsor- belts, under extreme conditions unusual-to normal-dT~lring; blasting, barring-down, or sloping -and strippirtg) -i' Mi'ulh61e- Builder; Powdermen; Concrete Saw Operator; pwdermen; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster I I I I I W A08000 1 Mooification 9- Federal Wage Determination '....-- - I 35 GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky _ Locomotive-Tunnel; Powderman-Tunnel; Shiel&Operator-Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers LAB00335-010 06/01/2007 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MlillE Bx EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), S~~IA AND WAHKIAKUM COUNTIES Rates Fringes Hod Carrier.. . . . . . . . . . . . . . . . . . . . . $ 27.96 8.25 ---~------------------------------------------------------------- . PAINOOOS-002 06/01/2007 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS... ... .......... ....$ 25.38 11.02 _ - ~- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - .::.. - - - - - - - - - - = - - - - - ---.:;.-=- - - - - - - PA1N0005-004 07/01/2007 CL~LLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . . $ 19.91 6.85 Vi A08000 l Modific.atioll 9 Federal \it! age Determination ~' .. -;:- - ~'::"-~ . . I I I I I I I I I I I -I I '~I I I I -. ,36 ---I, .- . I I I PAIN0005-006 07/01/2007 I ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE; STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES I Rates Fringes I Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, -Bridges, Towers, Tanks, Stacks, Steeples. . . . . . . . . . . . . . . . . . . . $ 20.84 Over 30'/Swing Stage Work..$ 21.54 Brush, Roller, Striping, Steam-cleaning and Spray....$ 15.09 Lead Abatement, Asbestos Abatement.. ...... ...........$ 20.84 - TV Radio, Electrical Transmission Towers....... ..$ 21.59 Over 30'/Swing Stage Work..$ 22.29 7.38 7.38 I I 7.38 7.38 I 6.18 7.38 I I *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. _I PAIN0055-002 04/01/2008 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES I Fringes Rates I Painters: Brush & Roller.. .......... ..$ 19.88 High work - All work 60 ft. or higher....... ........$ 20:63 Spray andSandblasting......$ 20.48 7.05 7.05 7.05 I PAIN0055-007 06/01/2007' I CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes 1 Painters: HIGHWAY & PARKING LOT STRIPER.....................$ 28.27 8.27 I I W A08000 1 Modification 9 Federal Wage Determination , ., I 3'7 ' 1 PLAS0072-004 06/01/2007 I ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES I I Rates Fringes Cement Mason/Concrete Finisher ZONE 1:..................... $ 24.68 7.98 1 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 1 BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston . Zone 1: 0: 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office I PLAS0528-001 06/01/2008 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHAT COM COUNTIES I Rates CEMENT MASON. .... .,. ... .....$ 34.68 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.$ 35.18 TROWLING MACHINE OPERATOR ON COLORED SLABS COMPOSITION OR K.A.LMAN FLOORS. . . . . . . . .'. . . $ ,6. 18 Fringes 12.13 I Cement Masons: I 12.13 12.1J I. PLAS0555-002 06/01/2008 I CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPE1\lDED/HANGING SCAFFOLD..$ 27.87 CEMENT l~SONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD... .........$ 27.34 CEMENT !~\SONS.... .., ... .....$ 26.80 COMPOSI~ION WORKERS AND POWER MACHINERY OPERATORS. ..$ 27.34 Fringes I Cement Masons: I H.83 14 .83 14.83 I 14 .83 I I W A08000 1 Modification 9 Federal Wage Determination .38 I I I I Differential (Add To Zone 1 Rates) : I Zone Zone 2 - Zone 3 Zone 4 Zone 5 $0.65 1.15 1. 70 3.00 I BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER I ZONE 1: projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 mi~es -from-the respective city-hall I I PLUM0032-002 01/01/2008 I CLALLAM, KING AND JEFFERSON COUNTIES Rates - : Fringes - I Plumbers and Pipefitters.........$ 39.88 17.51 PLUM0032-003 06/01/2007 I CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES I Rates Fringes- Plumbers and Pipefitters.. .......$ 26.78 14.29 I PLUM0044-003 06/01/2007 I ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES I Rates Fringes- I Plumbers and Pipefitters ADAMS (NORTHERN PART) , ASOTIN (CLARKSTON ONLY), FERRY (EASTERN pART) , LINCOLN, PEND ORIELLE AND STEVENS AND SPOKANE COUNTIES......... ...........$ 30.14 WHITMAN COUNTy..... .........$ 36.24 . 12.81 12.81 I I I W A08000 1 Modification 9 Federal Wage Determination I 39 I PLUM0082-001 06/01/2007 I CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKm~ COUNTIES I Rates Fringes I Plumbers and Pipefitters.........$ 35.55 15.32 I PLUM0265-003 06/01/2007 Rates Fringes I ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES Plumbers and Pipefitters.........$ 35.55 15.32 -I PLUM0290-003 04/01/2008 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) -I Rates Fringes Plumbers and Pipefitters.........$ 35.69 16.39 I PLUM0598-005 06/01/2008 I ADAMS (SOUTHERN PART), ASOTIN (EXCLUDING THE CITY OF CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY (WES'l'ERN PART) i FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN (EASTERN), WALLA WALLA AND YAKIMA COUNTIES -I Rates _ Fdng~s I PLUMBER. . . . . . . . . . . . . . . . . . . . . . . . . . $ 38.64 19.10 _ I I 1 I I WA080001 Modification 9 Federal Wage Determination 40 --1-- 1 I I PLUM0631-001 06/01/2007 I MASON (NE SECTION), AND KITSAP COUNTIES Rates Fringes I Plumbers and Pipe fitters All new construction, additions, and remodeling of commercial building projects such as: cocktail lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes where the plumbing and mechanical cost of the project is less than $100,000. . . . . . . . . . . . . . . . . . . . $ 27.39 All other work where the plumbing and mechanical cost of the project is $100,000 and over...........$ 34.90 11.18 I I I I I 15.32 I TEAM0037-002 06/01/2008 I CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES . Rates Fringes I Truck drivers: ZONE 1 GROUP 1.... ................$ 26.40 GROUP 2.................... $ 26. 52 GROUP 3.................... $ 26. 65 GROUP 4. . . . . . . . . . . . . . . . . . . ..$ 26. 91 GROUP 5.................... $ 27.13 GROUP 6..................... $ 27.29 GROUP 7....................$ 27.49 11.91 11. 91 11.91 11.91 11. 91 11. 91 11.91 I I I Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1. 15 Zone 4 - 1.70 Zone 5 2.75 I I I W A08000 1 Modification 9 Federal Wage Determination 41 I I BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER I ZONE 1: Projects within 30 miles of the respective city hall. I ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. I ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. I ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. I TRUCK DRIVERS CLASSIFICATIONS - GROUP 1: A Frame or Hydra lift truck w/load bearing - surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck;_Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); pilot Car; pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, SteaM Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman I I I I I GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trucks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons I I I GROUP 3: Ammonia NJ.trate Distributor Driver; Dump trucks, side, end and bottoIT'. dumps, including Semi Trucks and Trains or co~inations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self-propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 Cll yds. and including 11 cu yds.; Truck Mechanic-WeIder-Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons I I I W A08000 1 Modification 9 Federal Wage Determination 42 1- I I I I GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom dumps, including Semi-Trucks and Trains or combipations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons . I I GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks I GROUP 6: Bulk Cement Spreader w/o ~uger; Dry Pre-Batch concrete Mix Trucks; Dump trucks, side, end and 'Bottom dumps, including Semi Trucks and Trains of combigations thereof: over 60 cu. yds. and including 80 cu~ yds.,. and includes Articulated Dump Trucks; Skid Truck I I GROUP 7: Dump Trucks, side, end and bot~om-dumps~ including Semi Trucks and Trains or combinations thereof: over 80.cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) .' I TEAM0174-001 06/01/2007 I CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by e~tending the north boundary line of Wahkiakum County west to-the Paclfic Ocean), PIERCE, SAN JUAN, SKAGIT, S~OHOMISH, T~Y~STON~AND WHAT COM COUNTIES I Rates . Fringes I Truck drivers: ZONE A: GROUP 1:.................:. $ 29. 42 GROUP 2:.. . . . . . . . . . . . . . . . . . $ 28. 71 GROUP 3:.. .... .......... ...$ 26.18 GROUP 4: . . . . . . . . .. . . . . . . . . . $ 21.69 GROUP 5:... ............. ...$ 29.b7 12.48 12.48 12.48 12.4~ 12.48 I I . ZONE B (25-45 miles from center of listed citie~*):.~dd $.70 per hour to Zone A rates. .' - ZONE C (over 45 miles from center of listed cities*),: As:J.d $1.00 per hour to ZO!1e A rates. ,.'.< ..... .' . I *Zone pay will be ~alculated from the city.center of Efi~ following listed cities: I I I W A08000 1 Modification 9 Federal Wage Determination 43 -". -- .. I BELLINGHAM EVERETT SEATTLE TACOMA CENTRALIA SHELTON PORT ANGELES PORT TOWNSEND RAYMOND ANACORTES MT. VERNON ABERDEEN OLYMPIA BELLEVUE KENT BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipP1ent transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard incremenL; Explosive Truck (field mix) and-similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,OOO gallons and over capacity--- GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump trucks~ ~ide, end and-botLom dump,- including semi-trucks and trains, or combinations thereof with less than 16 yards _capacity-; ~ Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man;- Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small,_ rubber-tired) (when used within Teamster jurisdiction) ; Vacuum truck; Water Wagon and Tank trucks-less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or pilot Car GROUP 5 - Mechanic W A 08000 r Modification 9 Federal Wage Determination I I I I I I I I I I I I I I ~I I I 44 -I I I I HAZMAT PROJECTS I Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. ' I I I TEAM0760-002 06/01/2008 . I ADAMS, ASOTIN,'BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARRIELD,.GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES I Rates Fringes' I Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: GROUP 1....................$ 20.02 GROUP 2.................... $ 22. 29 GROUP 3.................... $ 22. 79 GROUP 4............... .....$ 23.12 GROUP 5.................... $ 23. 23 GROUP 6.. ...... ............$ 23.40 GROUP 7... ......... ........$ 23.93 GROUP 8.................... $ 24. 26 11.05 11.05 11.05 11.05 11.05 11.05 11. 05 11.05 I I I Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) I BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: O~45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office I TRUCK DRIVERS CLASSIFICATIONS I GROUP 1: EscQrt Driver or pilot Car; Employee Haul; Power Boat Hauling Employees or Material I I I W A080001 Modification 9 Federal Wage Determination I 45 I GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 Ibs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fu~l Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) I 1 GROUP 3' Auto Crane (2000 Ibs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 Ibs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & recei.ving); Wrecker & Tow Truck 1 1- I GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; warehouseperson; Water Tank truck (0-8,000 gallons) -I I GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) I I GROUP 6: FlaherLy-Spreader Box Driver; Flowboys; Fork Lift (over 10,000 Ibs.); Dumps (Semi-end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor wi~h trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 5D tons) I I I GROUP 7: Oil Distributor Driver; Stringer Truck (cable operated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds:); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); I I GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter pilot Hauling Employees or Materials I I W A08000 1 Modificacion 9 Federal Wage Dfltennrnation 46 I I I I Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification workirrg-in--as follows: I I LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective-clothing. I LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical splash suit or fully encapsulated suit -with. a self-contained breathing apparatus. I Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. I NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate I WELDERS - Receive rate prescribed for craft-performing operation to which welding is incidental. - - ~ ~ - =======================================================~===;==== I Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) )-. I I In the listing above, the "SU" designation means-that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other_designations indicate unions whose rates have been determined to be prevailing. I I WAGE DETERMINATION APPEALS PROCESS I 1.) Has there been an initial decision in the matter? This can be: * * * an existing published wage determination~ a survey underlying a wage determination a Wage and Hour Division letter setting forth a position on a wage determination matter a conformance (additional classification and rate) ruling I * I On survey related matters, initial contact,-including requests for summaries of surveys, should be with the- Wage--and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. I I W A08000 1 Modification 9 Federal Wage Determination c.-~-c.- -... I 47 with regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). write to: Wage and Hour Administrator U.S. Department of Labor 200 constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. washington, DC 20210 4.) All decjsions by the Amninistrative Review Board are final. ----------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION W A08000 1 Modification 9 F ederal Wage Determination I I I I I I I I I I ... I I I I " I I I 48 I I I I I I I I I I I I I I I I I I I I I PROJECT MANUAL for EASTERN CORRIDOR PHASE II AREA 1 PROJECT NO. 06-21 CITY OF PORT ANGELES WASHINGTON June 2008 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES STEPHEN P. SPERR, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES pre~ ~r~ ~th Project Engineer Reviewed by: Stephen P. Sperr ~C? Deputy Director (.I 0 -, Ci C~.~r t!,Jrv; 1l778~-( PW 0407_01 Part01 doc [Revised March 2008] I - 1 I I I I I I I I I I I I I I I I I I I TABLE 01= CONTENTS EASTERN CORRIDOR PHASE II AREA 1 PROJECT NO. 06-21 PART I BIDDING REQUIREMENTS: Page No(s). Advertisements for Bids................................................................................................ 1-3 Information for Bidders.................................................................................................. 1-4 Bidder's Checklist......................................................................................................... 1-5 Non-Collusion Affidavit............................................ ...................................................... 1-6 -Bidder's Construction Experience.......... ........... ... ......... ..................................... ........... 1-7 List of Proposed Subcontractors............ ........... ............................... ............................. 1-8 Bid Form... ... ... '" ... ... ... ... ...-... ...... ... ... ... ... ... ... ... ...... ... ... ... ...... ... ... ... ... ... ... ... .1-9-11 Bid Security Transmittal form... ... ... ... ... ... ... ... ... ... ... ... ... '" ... ... '" ... ... '" ... ... ..... ... ../-12 PART II CONTRACT FORMS SUBMITTED FOllOWING AWARD OF CONTRACT Contract................................................................................... ................ ................. 11-1-4 Performance and Payment Bond............................. ................. ,........................ ......... 11- 5 Escrow Agreement for Retained Percentage.............................................................. 11- 6 Certificate of I nsu rance .... ....... .......................................................... (provided by bidder) PART III SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS...... 111-1-37 PART IV ATTACHMENTS A. Washington State Prevailing Wage Rates for Clallam County B. Davis-Bacon Prevailing Wage Rate Schedule for Washington State C. Request For Information (RFI) and Construction Change Order (CCO) Forms D. Contractor's Application for Payment Form E. Sample Acord-25 Certificate of Liability Insurance F. Request to Sublet and Subcontract Certification Forms G. Amendments to the Standard Specifications H. Project Plans (3 Pages) PW 0407_01 Part01 doc [Revised March 2008] I - 2 I I I I I I I I I I I I I I I I I I I '.' ADVERTISEMENT FOR BIDS EASTERN CORRIDOR PHASE II AREA 1 PROJECT 06-21 City of Port Angeles Sealed bids will be received by the Director of Public Works & Utilities at 321 East Fifth Street, POBox 1150, Port Angeles, Washington 98362, until 3.00pm, Wednesday, July 9,2008, and not later, and will then and there be opened and publicly read at that time In the Jack Pittis Conference Room for the construction of the following improvements Sidewalk, Storm Drainage, Curb,and Gutter Plans, specifications, addenda, and plan holders list for this project are available on-line through BUilders Exchange of Washington, Inc at http //www bxwa com Click on "Posted Projects", Public Works", "City of Port Angeles" Bidders are encouraged to "Register as a Bidder", In order to receive automatic emall notification of future addenda and to be placed on the "Bidders LIst". Contact the BUilders Exchange of Washington (425-258-1303) should you require further assistance Informational copies of any available maps, plans and specifications are on file for Inspection in the office of the Port Angeles Public Works Englneenng Services (360-417-4700) Minority and women owned businesses shall be afforded full opportunity to submit bids in response to thiS invitation, shall not be dlscnminated against on the grounds of gender, race, color, age, national ongln or handicap in consideration of an award of any contract or subcontract, and shall be actively soliCited for participation In thiS project by direct mailing of the Invitation to bid to such businesses as have contacted the City for such notification Further, all bidders are directed to solicit and consider mlnonty and women owned businesses as potential subcontractors and matenal suppliers for thiS project. Glenn A Cutler, P.E Director of Public Works & Utilities Publish: Peninsula Daily News [dates -6/16/08 & 6/23/08J PW 0407_01 Part01 doc [ReVised March 2008] I - 3 1 I. 1 1 1 . 1 I I 1 I I 1 I I I I I I I INFORMATiON FOR BIDDERS Sealed bids will be received by the City of Port Angeles (herem called "Owner"), at 321 East Fifth Street, Port Angeles, Washington 98362, until the time and date as stated m the ADVERTISEMENT FOR BIDS or as amenued through addendum, and then at said office publicly opened and read aloud Each bid shall be received by the Owner In the manner set forth m the ADVERTISEMENT FOR BIDS Each bid must be submitted m a sealed envelope, so marked as to indicate Its contents without bemg opened, and addressed In conformance with the in~tructlons of the ADVERTISEMENT FOR BIDS Each bid shall be submi'tted on the reqUired bid form contamed In Part I of the Project Manual All blank spaces for bid pnces must be filled m, in ink or typewntten, and the Bid Form must be fully completed and executed when submitted Only one copy of the Bid Form IS required In addition, all other forms mcluded m Part I shall be filled out and completed, Including any addendum(s), and enclosed In a sealed envelope endorsed with the name of the work Each bid shall be accompamed by a bid deposit in the form of a cashier's check, postal money order, or surety bond to the City of Port Angeles for a sum of not less than 5% of the amount of the bid, and no bid will be considered unless accompanied by such bid deposit. In addition, the bidder shall submit a copy of a valid certificate of registration in compliance with 18.27 RCW. - The Owner may waive any Informalities or mmor defects or reject any and all bids Any bid may be withdrawn prior to the scheduled lime for the opening of bids or authorized postponement thereof Any bid received after the time and date specIfied shall not be consIdered. No bidder will be permitted to withdraw Its bid between the c10smg time for receipt of bids and execution of the Contract, unless the award IS delayed for a penod exceeding sixty (60) calendar days A conditional or qualified bid Will not be accepted. The City of Port Angeles reserves the right to accept the bid that IS in the best Interest of the City, to postpone the acceptance of bids and the award of the Contract for a penod not to exceed sixty (60) days, or to reject any and all bids If all bids are rejected, the City may elect to re-advertlse for bids. Subject to the foregoing, the contract will be awarded to the lowest responsIble bidder The work Will begm within ten (10) calendar days after notice to proceed from the Director of Public Works & UtIlities and shall be completed within the time as stated In the Advertisement for bids. The Owner may make such investigations as it deems necessary to determme the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as.the Owner may request. The Owner reserves the right to reject any bId, If the evidence submitted by, or mvestigation of, such bidder falls to satisfy the Owner that such bidder is properly qualified to carry out the obligatIons of the Contract and to complete the work contemplated therein. Subject to the foregoing, the bid award may be made to the lowest responsible bidder. The party to whom the Contract is awarded Will be reqUired to execute the Contract and obtam the Performance and Payment Bond within ten (10) calendar days from the date the-notice of award is delivered to the bidder Such bond(s) shall be on the form provided by the Owner, specify the name, contact phone, and address of the surety, and shall include a power of attorney appointing the signatory of the bond(s) as the person authorized to execute It (them). The notice of award Will be accompanied by the necessary Contract and bond forms In case of failure of the bidder to execute the Contract, the Owner may, at its option, consider the bidder In default, in which case the bid deposit accompanymg the bid shall become the property of the Owner. The Owner, withm ten (10) calendar days of receipt of the acceptable Performance and Payment Bond and the Contract SIgned by the party to whom the Contract was awarded, will sign the Contract and return to such party an executed duplicate of the Contract Should the Owner not execute the Contract withm such penod, the bidder may, by wntten notice, withdraw its Signed Contract. Such notice of Withdrawal Will be effective upon receipt of the notice by the Owner The notice to proceed will be issued within ten (10) calendar days of the execution of the Contract by the Owner Should there be reasons why the notice to proceed cannot be issued within such penod, the time may be extended by mutual agreement between the Owner and Contractor. If the notice to proceed has not been issued Within the ten (10) calendar day period or within the period mutually agreed upon, the Contractor may terminate the Contract Without further liability on the part of either party All applicable laws, ordinances, and the rules and regulations of all authonties having jurisdictIon over construction of the project shall apply to the Contract throughout. PW 0407_01 Part01 doc [ReVised March 2008] 1- 4 I I '1-- c I I I I I I I - I I I I I I I I I BIDDER'S CHECKLIST .1. Has the Bid Security Transmittal form been completed, either by (1) attaching a bid deposit in the form of a postal money order, cashier's check or other security and filling out the part of the form above the words "Bid Bond" or (2) a surety bond in the proper form and filling out the section of the form below the words "Bid Bond"? 2. Is the amount of the bid deposit at least five percent (5%) of the total amount of the bid? 3. Have the bid forms been properly signed? 4. Do the written amounts of the bid forms agree with the amounts shown in figures? 5. Have you bid on all items? 6. If Addendum(a) have been issued, have it/they been acknowledged on the Bid Form? 7. Has the non-collusion affidavit been properly executed? 8. Have you shown your contractor's state license number on the Bid Form? 9. Have you included a copy of a valid certificate of registration in compliance with 18.27 RCW? 9. Have you listed all proposed subcontractors that you will use for the project on the Listing of Proposed Subcontractors form? 10. Have you filled out the Bidder's Construction Experience form? . The following forms are to be executed after the Contract is awarded: A. Contract - To be executed by the successful bidder and the City. B. Performance and Payment Bond - To be executed on the form provided by Owner, by the successful bidder and its surety company. To include name, contact and phone number, and address of surety and power of attorney of siqnatorv. C. Insurance certificate(s). PW 0407_01 Part01 doc [ReVised March 2008] I - 5 I, 1 1 I I I I I I I I 1 I 1 I I I I NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON COUNTY OF ~lnJ \ (\ vY\ ) ) ) The undersigned, being first duly sworn on oath, says that the bid herewith submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and (s)he further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding, and that said bidder has not in any manner sought by collusion to secure to him/her self an advantage over any other bidder or bidders. ih Subscribed and sworn to before me this g day of ~u..iu \ \\\ \ \ \ \ \ III/llffll/, ~\\\ s'cj M::Io 1'/% ~ ~.y\ ......... ~" ~ ~ ~.. .. ~ L ~ .:::::: ^~ .. .. po- ~ :::::: ~.J:" \"\aOd '. "="^ ~ ..::::: ....., . f) .. v' :::: == 0 : 1~~/60 ~~:l~ :: == z :O\o"t ~ : c:.. = :::... ~:,.,., :: ~ .>'. ...c~v).O...~ ~ ~ ) .... .... ~ ~ ~ ~ 4? ......... ~ ~ ~/1. OH 1 to"? ~\~ '11111111/ 1/1\ II\\\\\\: , 2068'. PW 0407_01 Part01.doc [Revised March 2008J I. 6 pie 7 Non-Collusion AffidaVit Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com - Always Venfy Scale 8. .. Have you ever failed to complete any work awarded to you? -Nt) If so, where and why? 9. 1r Have you ever defau[ted on a contract? N, 0 10. .. list the more important projects recently completed by your company, stating approximate cost for each, the month and year completed, contact name and phone number. 'I I I I I I I I I I I I I I I I I I BIDDER'S CONSTRUCTION EXPERIENCE 1. Answer all questions and prOVide clear and comprehensive information. Name of bidder: r l ~ m b (' A'l{\~.1. ct\ l'\Y\ . \) (\ c:... Registration Number: V\2J:~C~~T \~\>1: . , Permanent main office address: 'Ie) 01 .\:S\oI'5Y"'j ~ ("1 ~ ..I.ltYI L0'A. 0{\~ '(";l When organized: ~ 9 t ~ . Where incorporated: - How many ~ears have you been en aged in the contracting business under your present firm name? 2- y " Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate anticipated dates of completion), contact name and phone number, 2. 3. 4. 5. 6. Jil ()~Nd 7. ... General character of work performed by your company: ~ e...v\ p l~ 0 Cr,-n~ w-J:W.n \.~ ('I ~ \I\. p ~ 11. " List your major equipment available for this contract: ~ 0 n. -tt t c.. ~/' <Lcl 12 13. Will you, upon request, fill out a d tailed financial statement and furnish any other information that may be required by the City? .. Add separate sheets If necessary. The undersigned hereby authOrizes and requests any person, flfm or corporation to furnish any info requested by the City of Port Angeles. Date: '1. q,O"( 't I( 'una GoA Bidder's Signature: ""\ Print Name: '""1 Title: PW 0407_01 Part01 ,doc [ReVised March 2008] r - 7 pie 8 Bidder's Construction Expenence ProVided to BUilders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com - Always Venfy Scale I, I I ; ~YVI. 9=\' ~ JPftlim ({]) CONSTRUCTION, INC. Contracts on Hand at Julv 8. 2008 I Owner/Contracting Scheduled Project Contract Amount Class of Work Architect/Engineer Completion I Agent Date Transportation Krel Architecture Gateway $7,422,331 center & parking Clallam Transit Stanley Cruse Nov-08 I garage Authority (360) 850-5313 24,000 LF sewer City of Port Angeles UGA Sewer $4,610,316 mains, 4000 LF Clallam County Mike Szatlocky (360) Jun-08 I trenching & pump station 417-4801 Erect 12,000 SF of Rice Fergus Miller I Vehicle Maintenance Facility $1,816,135 metal bUildings and Clallam County Fire Howard Struve Jul-08 perform associated District #3 (360) 377-8773 work Sltework & utilities Charles Morgan & I Elk Creek $712,043 for apartment Exxel Pacific, Inc. Jul-08 complex. Assoc Earthwork & Utilities I Southern View $880,000 for 16 lot Executive Homes NTI Jul-08 development Bob Leach Install 540 LF concrete curb and library Media Center Concrete $260,000 gutter, 11220 SF 6" The Vemo Company paving & 23380 SF 4" pavino. Schacht-Aslam Sep-08 ILavender Field Semor Estates Excavation, KDA Construction $435,000 Earthwork, Utilities & Ben Juhl Ambia- Arch Sltework Pac Land-CIvil Apr-08 I Clallam Bay Branch Library Construct the West North Olympic Library $460,774 Addition (36'x64') Jerry Schlie Design, Addition and Alternates System Inc Nov-08 Install 620' wall, 120' I HUrricane Ridge Rd $197,000 of curb, 1700' of Lakeside Industnes curb & gutter N/a Sep-08 Sltework & utilities, MillerlHull Northwest Maritime $8,144,744 wood-framed Northwest Mantime Partnership I structures Center Adin Dunning Apr-09 Holiday Inn Express $600,425 Site Excavation & Wright Construction Utilities N/a Oct-08 I Taxiway Reconstruction $276,089 Install edge drains Port of Port Angeles URS Corp. CIndy seal runway. Hirsch, P E. Aug-08 Trench for new I Streetscape $496,862 Utilities, Install new City of Port Townsend walkways, pavers, and pavement Tom Miller Dec-08 Total contracts on hand $25,876,719 I I I. I I I I I I I I I I I I I I I I I I ,kms 10-1.2.. P .\ / \ ,,/ I / ,7 r--- '>")~I f II I/; _~~ ,C:J , ~ '/ ~t1? \ r ( ; ! ( I / I ,__:; J/i CONSTRUCTION, INC. Statement of Qualifications 970 Carlsborg Road, Sequim, Washington 98382 Phone: 360.683.5447 Fax: 360.683.6475 E-mail: jen@primoinc.org PRIMOCI133P7 I I Primo Construction, Inc. was formed in November of 1979 to operate as a general construction company. Today, Primo Construction enjoys a steady pattern of growth based primarily on its reputation for timely completions, competent employees and efficient office staff. I I Primo Construction is proud of its ability to handle a diverse range of construction projects. Because of its reputation, the highest quality subcontractors, competitive in their respective trades, are available for Primo Construction's projects. I Primo has had the same corporate officers since its inception; the current officers of the corporation are: I President. . . . . . . . . . . . . . . . . . . . . . . . . . . . Charles R. Parrish 1225 Taylor Cutoff Road Sequim, W A 98382 I Vice President. . . . . . . . . . . . . . . . . . . . . . . . Gregory V. Parrish 393 Cedar Park Drive Port Angeles, W A 98362 I Secretary/Treasurer. . . . . . . . . . . . . . . . . . . . James H. Bartee 2845 Happy Valley Road Sequim, W A 98382 I Primo Construction has extensive experience in all aspects of construction, including but not limited to: I * Commercial buildings * Concrete construction * Road building * Utility installation * Excavation/grading I Primo Construction is able to efficiently complete their construction projects using their own crews to perform the excavation, grading, utility installation, foundations, through framing, siding and finish carpentry. This ability to perform a large variety of operations ensures Primo's presence on site during the entire project, affording better coordination between trades, a higher level of quality control, a close relationship between field workers and office management, and an effective way to schedule with confidence. Each of these items translates into savings for the client. I I We offer a full range estimating staff to meet your needs. Please feel free to contact us for a free estimate or bid at any time. I I I I I I I I I I I I I I PRIMO CONSTRUCTION, INC. COMPANY INFORMATION BONDING AGENCY Kibble & Prentice P.o. Box 370 Seattle, W A 98111-0370 (206) 441-6300 Contact: Steve Palmer BANK REFERENCES Frontier Bank 901 W. Washington Sequim, W A 98382 (360) 681-2590 Contact: Doug Holst SURETY COMPANY Safeco Insurance Company of America Millennium Corporate Park, Bldg C 18400 NE Union Hill Rd Redmond, W A 98052 (425) 376-8805 Contact: Jane Fox ACCOUNTANT Berntson Porter & Co., PLLC Pacific First Plaza 155 108th Avenue NE, S. 510 Bellevue, W A 98004 (425) 454-7990 Contact: Stein Larsen I I I I I I I I I REFERENCES Lakeside Industries po Box 728 Port Angeles, W A 98362 (360) 452-7803 Contact: George Peabody City of Sequim 152 West Cedar Sequim, WA 98382 (360) 683-4908 Contact: Jim Bay Lindberg Architects, Inc. 319 S. Peabody, Suite B Port Angeles, W A 98362 (360) 452-6116 Contact: Bill Lindberg City of Port Angeles 321 E. Fifth Street Port Angeles, W A 98362 (360) 457-0411 Contact: Ron Johnson Olympic Electric Co., Inc. 4230 Tumwater Port Angeles, W A 98362 (360) 457-5303 Contact: Bill Burkhardt Value Management Resources 503 N. Sequim Avenue Sequim, W A 98382 (360) 582-3264 Contact: Roger Easling I I I I I I I I I I I I I I I I I Roland Ordona Pete Nesse Robert Reick Korey Smith I I I I PRIMO CONSTRUCTION, INC. PROJECT MANAGERS James Bartee Jerry Brownfield Steven Lee Charles Parrish Gregory Parrish 40 years 44 years 35 years 40 years 40 years SUPERVISORY PERSONNEL Concrete Superintendent Septic & Water Systems Underground Utilities Commercial Building 20 years 18 years 17 years 15 years AVAILABLE CRAFTSMEN CARPENTERS TRUCK DRIVERS EQUIPMENT OPERA TORS GENERAL LABORERS CONCRETE FINISHERS I I I PRIMO CONSTRUCTION, INe. VEHICLES & EQUIPMENT I I The following is a partial listing of vehicles and equipment that Primo Construction has available for your job: 200-5 Hitachi Excavator Limbo Tilt Trailer I 200-3 Hitachi Excavator Trailmax Tilt Trailer 200-John Deere Excavator Lufkin Pup Trailer Freuhauf Pup Trailer I 450G John Deere Dozer 650 John Deere Dozer 3-Axle Equipment Trailer I 3-Axle Form Trailer 543 Bobcat Skidster I 2-Axle Grader Trailer 310 Backhoe Compactors JCB 214 Backhoe I 2- Vibrating Rollers JCB 1450 Sitemaster Backhoe 2-Forklift I JCB 1550 Backhoe Laser Level Two JCB 214S Backhoes I Air Compressor Kobelco Excavator Edco Concrete Saw Model 601A Grader I Power Curber 645 Champion Grader I 966 Cat Loader AIl Blacktop Equipment for small patching jobs Five 10- Yard Dumps AIl Equipment and forms for curb & gutters, sidewalks and buildings I Two One-ton Flatbeds Two Two-ton Flatbeds I 2-Water Truck I I I I I I I I I I I Primo/ CONSTRUCTION, INC. Major Projects Completed in Past 5 Years Proiects Completed in 2007 o City of Forks Walks - $200,000 Install approximately 7,300 LF of curb & gutter, and 2,600 SY sidewalks for Lakeside Industries. Contact. George Peabody @ (360) 452-7803 o Costco - $1,200,000 Perform all site work and building concrete for the completion of a 24 acre Costco Wholesale store for Pennon Construction Co., Inc.. Contact Justin Campbell @ (206) 418-0235 I I I I I I I I I I I o OMC Dietary/Cardiac/MRI - $1,200,000 Perform all site work and building concrete for the completion of an addition to the existing hospital for Berschauer Phillips Construction Company.. Contact. Derek J @ (360) 754-5788 o Castle Hill Annex Renovation - $744,000 Renovate existing 8,000 SF wood-framed office facility in Jefferson County for the State of Washington. Contact Bill Sloane, Architect @ (360)943-67745 o Cedar Ridge-$2,550,000 Provide site work, utilities and concrete for ISO-unit housing development in Sequim. Contact Cedar Ridge Assoc, LLC Larry Freedman @ (360) 809-0164 o CCFD#3 Vehicle Maintenance Facility - $1,778,663 Construct a metal building maintenance facility with carport. Contact Rice Fergus Miller Architecture & Planning, LLP @ (360) 377-8773 o OMC Oncology Addition and Ancillary Services Building. - $14,329,487 Construct a 47,500 SF Ancillary building and a 7,200 SF Oncology addition. Contact Colhns Woerman @ (425) 822-6700. Proiects Completed in 2006 o Lincoln Street Storm Sewer - $748,800 Installed approximately 1,100 LF of24" HDPE storm drainj, approximately 20 LF of 12" HDPE storm drain and approximately 660 LF of 8" storm drain. Abandoned or removed existing catch basins and plugged existing sewer connections. Installed and connected new inlets, catch basins and storm drain manholes for the City of Port Angeles. Contact. Eric Walrath, PE@ (360) 417-4811 o A New Weight Facility Addition - $735,000 Construction of addition to existing Sequim Aquatic Recreational Center for the Clallam County Parks and Recreation District #1. Contact. Mary Ellen Wmborn @ (360) 452-7895. I I I I I I I I I I I I I I I I I I I o Brownfield Road & Utility Construction Project - $590,000 Work included approximately 1,400 liner feet of roadway and utility construction between South 3rd Avenue and the intersection of Brownfield Road and South Sequim Avenue. Major items of work included, but were not limited to, clearing, grubbing, excavation, grading, storm drainage, water main and sewer force main construction, shoring, asphalt paving and roadway illumination for the City of Sequim. Contact. James Bay @ (360) 683-4908 o Makah Emergency Water - $756,000 The project consisted of the construction of approximately 23,000 lineal feet of 8-inch water main along the east side of the Makah Passage between the Family Camp in the Hobuck area to the wells located north of the southern reservation boundary in Clallam County for the Makah Tribe. Contact. Charles White @ (360)645-2201. o Hardy's Market - $380,000 Construction of a 3,200 square foot convenience store including all associated sitework and interior finishes for PPB, LLC Contact. Chuck Parrish @ (360) 683-5447 o JimmyComeLately Creek/Estuary Restoration Site (#7009) - $330,000 This contract provided for the improvement of 3 .25 acres of land adjacent to US 101 at MP 270.9 to MP 270.98 in Clallam County by excavating, hauling and reshaping and all other work, for the Washington Department of Transportation. Contact Jerry D Moore @ (360) 457-2575 Projects Completed in 2005 o Deer Park Road, RD #40750 - $725,000 Reconstruction of 0.62 miles of Deer Park Road by realignment, regarding, widening, drainage improvements, paving, hydro seeding and other work for Clallam County Public Works Department. Contact. Dave Blbler@ (360) 417-2311 o Roosevelt Middle School Gymnasium Addition - $1,340,000 Construction of new concrete tilt-up gymnasium and mechanical improvements to existing structure, including all associated sitework and utilities for Port Angeles School District #121. Contact. Roger Easlmg@ (360) 681-0503 or (360) 460-7810. o Crown'Park Sewer & Stormwater Improvements - $991,000 Installation 00,850 feet of 8 to 15 inch sanitary sewer and 1,050 feet of 12 to 36 inch storm sewer, including manholes, stormwater treatment structure and improvements to a stormwater outfal1.for the City of Port Angeles. Contact. Mike Szatlocky, PE @ (360) 417-4805 o JimmyComeLately Creek Estuary Restoration Project - $1,200,000 Excavation, removal and disposal of approximately 60,000 cubic yards of fill placed in the Estuary, realignment and restoration of Dean Creek through the excavation of a new channel and installing spawning gravel and large woody debris. Construction of distributary channels in the restored estuary and construction of a temporary stream bypass structure and installation of a soil plug in the old streambed for the Jamestown S'Klallam Tribe. Contact Sam Glbbony @ (774) 757-2305 o Vintage at Sequim - $375,000 Excavate, cut & fill, rough grade, fine grade, install storm sewer, sanitary sewer and water system and other associated work for assisted living facility for Exxel Pacific, Inc. Contact Bruce Eskeberg @ (360) 734-2872 I I I I o Port Williams Reservoir Project - $778,000 Installation of approximately 3200 feet of irrigation pipe and a 5 million gallon reservoir with appurtances in addition to installation of approximately 14,700 feet of irrigation pipe for the Sequim Prairie Tri-Irrigation Association. Contact Gary Smith @ (360) 683-5049 I I I I Projects Completed in 2004 o Sheriff/Dispatch/EOC - $1,860,000 Construction of a new Sheriffs Office facility, including site improvements and the remodel of a portion of the existing Administration Offices and Emergency Operations Center at the Jefferson County Corrections Center for the Jefferson County Department of Public Works. Contact Robert Hutchmson @ (509) 838-8681 I I o Social Services Complex - $2,465,000 Construction of a multi-use campus for administration and medical facilities, consisting of three wood-framed buildings totaling approximately 12,000 square feet. Project work includes site preparation, utility installation, landscaping and paving for the Jamestown S'Klallam Tribe. Contact- Annette Nesse @ (360) 681-4620 I o MP 0.00 Sail River Vie. Slide Repair - $530,000 Improved 0.1 Miles ofSR 1]2 in Clallam County, MP 0.00 to MP 0.10 by excavating unsuitable foundation material, grading, water pollution and erosion control, installing drainage and horizontal drain systems, surfacing, paving with hot mix asphalt, guardrail, pavement markings, traffic control and other work for Washington State Dept of Transportation. Contact: Brian Brewer @ (360) 533-9352 I I I I I o Parking Lot Upgrade & Building Addition - $525,000 New foyer addition to the existing building including related mechanical and electrical work. Site work consists of demolition of existing parking and replacement of walks on the north side of the building, reconfiguration of existing access drives and parking on the east and west sides of the building, and construction of a new parking lot. Work includes related lighting, walks, curbs, striping, landscaping, fencing and quarry rock wall for the Church of Jesus Christ of Latter Day Saints. Contact Bdl Green @ (360) 452-6116 o Pedestrian Underpass - $1,650,000 Demolition, excavation, shoring, traffic control, site utilities, storm water, communication & data, construction of cast in place and pre-cast concrete tunnel, concrete ramp and stairs, landscape & irrigation systems for completion of pedestrian tunnel passing beneath SR 101 for the Jamestown S'Klallam Tribe. Contact- Annette Nesse @ (360) 681-4620 I o Wal-Mart Store 5273 - $755,000 Furnish & install all water, sewer and storm utility systems and all required appurtenances for complete and operational systems. Form, pour finish curb & gutter, walks, heavy duty concrete paving and miscellaneous other concrete work for Sierra Construction Co., Inc. Contact_ Bryan Ploetz @ (425) 487-5200 I I I I I I o W Sequim Bay Rd. to Dawley Rd. - $330,000 Remove asphalt concrete pavement, grade, install drainage, place crushed surfacing, pave, implement erosion control, install extruded curb, guardrail, permanent signing, install pedestrian tunnel illumination and cement concrete floor overlay traffic control and other work for WSDOT. Contact Jerry Moore, PE@ (360) 457-2575 I I I I o Lower Campus Sitework - $820,000 Clearing, excavation, installation of utilities, drainage, pavement, retaining walls, landscaping and exterior flatwork, stairs and curb at the new tribal Dental Clinic for the Jamestown S'Klallam Tribe. Contact. Annette Nesse @ (360) 681-4620 o Sequim Downtown Rural Economic Development Project - $530,000 Installation of approximately 16,000 LF of curb & gutter, 6,600 SY of sidewalks, 2,600 SY of approaches and other associated concrete work for Lakeside Industries. Contact George Peabody @ (360) 452-7803 FAX 457-7932 o West Spruce Street Water Main - $320,000 Installation of2,900 linear feet of8-inch water main and street improvements including roadway pulverization, grading, compaction and asphalt concrete pavement for the City of Sequim. Contact Jim Bay@ (360) 683-4908 FAX 681-0552 I I o Serenity House of Clallam County - $1,025,000 Construction of a 10,000 square foot, single story, wood frame building for a New Adult Shelter for Serenity House of Clallam County. Contact Cathy Whato @ (360) 452-7224 FAX 452-0806 I Proiects Comoleted in 2003 I I I I I o Maintenance Shop at Quilcene National Fish Hatchery - $900,000 Construction of a cement block maintenance building, including demolition underground utilities, asphalt pavement and shop equipment for US Dept of Fish & Wildlife. Contact. Jim Burby @ (503) 231-6252 FAX 231-6847 o Old Olympic Highway & Gasman Road - $1,500,000 Improvement of approximately 1.08 miles of Old Olympic Highway, .25 miles of Gasman Road and 700 feet of turn lanes on SR 101 to include realignment, regarding, widening, drainage, paving and other related work for Clallam County. Contact. Dave Bibler @ (360) 417-2311 FAX 417-2513 o Westport Shipyards - $500,000 Complete all slabs and foundations for the construction of a new yacht-building facility in Port Angeles for Westport Shipyards as a subcontractor for Fisher Construction. Contact Dan Powers @ (360) 757-4094 FAX' 757-4005 I o North Olympic Skills/Business Center - $500,000 Provide earthwork and utilities, concrete foundation, slabs, curbs & sidewalks for the Port Angeles School District. Contact. Jim Jones @ (360) 457-8575 FAX 457-4649 I o Laurel Street Slide Repair - $225,000 Repair slope failure by installing drainage, erosion control and retaining wall for the City of Port Angeles. Contact. Gary Kenworthy@ (360) 417-4800 FAX 417-4709 I 'I I I I:J North Viking Avenue Utility Improvements - $650,000 Installation of approximately 8,000 LF of 12" ductile water main, including two bores beneath state highways, one 300 LF bore and one 150 LF bore and connection to existing reservoir and to city main for the City ofPoulsbo. Contact Bill DuffY@ (360) 779-4078 FAX. 779-6384 I Proiects Completed in 2002 I I I I I:J SR 3 Vic Falkner Rd - Unstable Slope - $300,000 The improvement of .13 miles of SR 3 in Kitsap County by clearing and grubbing, excavation and removal of unstable landslide material, quarry spall buttress construction, drainage, shoulder reconstruction, restriping and erosion control for the Washington State DOT. Contact Jerry Moore @ (360) 457-2575 FAX 457-2527 I:J Irondale Road Improvements - $1,075,000 Increase paved road shoulder, improve drainage facilities, upgrade water distribution systems, including Hilfiker wall, rockeries, asphalt paving, planting, and 8" water line for Jefferson County. Contact. Monte Reinders@ (360) 385-9242 FAX 385-9]72 I I I:J Olympic Discovery Trail - $650,000 Construction of a 3.2 mile, 10' wide asphalt concrete pavement pedestrian trail including unit pavers, specialty sign installation, landscaping, retaining walls, curb & gutter, storm drainage and culvert installation for the City of Sequim. Contact JIm Bay @ (360) 683-4908 FAX 681-0552 I I:J Beach Resort Phase n - $1,500,000 Construction of ten cabins and one icehouse, including all site work and utilities for the Quileute Indian Tribe in LaPush. Contact. Anna Parris @ (360) 374-6163 FAX' 374-63]] I I I I I:J Francis Street Park Improvements - $425,000 Construction of improvements including but not limited to clearing and grubbing, excavation, site preparation, landscaping, demolition, utilities, paving, drainage and lighting for the City of Port Angeles. Contact. Gary Kenworthy @ (360) 417-4800 FAX 417-4709 I:J Neah Bay Middle School & Gym - $1,900,000 Construction of a new Middle School & Gym in Neah Bay for the Cape Flattery School District. Contact MIke Gentry, Archltect@ (360) 457-7550 FAX 457-2929 I I:J F Street Hastings Street to Blaine Street - $2,000,000 The improvement of F Street and Discovery Road by grading, construction rock retaining walls, storm sewer, sanitary sewer, water mains and service connections, surfacing, paving, curb & gutter, sidewalks, lane markings, signing, installing crosswalk protection system, landscaping & other work for City of Port Townsend. Contact Dave Peterson @ (360) 385-9160 FAX' 385-9]72 I I:J Port Ludlow Fire Station - $1,150,000 Construction of a new fire station of approximately 10, 140SF and all site development of approximately .77 acres, including grading and utilities for Jefferson County Fire Protection District. Contact Arlene@(360) 437-2899 FAX 437-0117 I I 'I I I I I I I I I I I I I I I I I I Subcontractor List Prepared in compHance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name l2a:S-.k,v-n (I {")Yrj 01 {),r r h{)(A.-Q IJ (lAO(lA. 1- B,' cl Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non-responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. . If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name Work to be Performed N/A t--\vAL. Subcontractor Name Work to be Performed N/A VI I l...(V\ \.0 I~V\ ~ Subcontractor Name Work to be Performed {~)~ erA ~_ Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed PW 0407_01 Part01.doc [Revised March 2008] I - 8 pie 9 Subcontractor List Provided to BUilders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com - Always Verify Scale '1 . 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 BID FORM Page 1 of3 Honorable Mayor and City Council Port Angeles City Hall 321 East Fifth Street Port Angeles, WA 98362 BIDDER?'('~ (Y\(", Ci'w\~-ru.crh'/)y\.,J{\~ REGISTRATION NO.: r((IKOCI\~3P1- DATE: '\ .C\.o8 UBI NUMBER: \ 00 \ Ori- q '15'1 '6 The undersigned, hereinafter called the bidder, declares that the only person(s) interested in this bid are those named herein; that the bid is in all respects fair and without fraud; and that it is made without any connection or collusion with any other person making a bid on this project. The bidder further declares that it has carefully examined the plan, specifications, and contract documents, hereinafter referred to as the Project Manual, for the construction of the proposed project improvement(s); that it has personally inspected the site(s); that it has satisfied itself as to the types and quantities of materials, the types of equipment, the conditions of the work involved, including the fact that the description of and the quantities of work and materials, the types of equipment, the conditions of and the work involved as included herein, are brief and are intended only to indicate the general nature of the work and to identify the said quantities with the corresponding requirements of the Project Manual; and that this bid is made in accordance with the provisions and the terms of the Contract included in the Project Manual. The bidder further agrees that it has exercised its own judgment regarding the interpretation of surface information and has utilized all data which it believes is pertinent from the City Engineer, hereinafter also referred to as the City or Owner, and such other source of information as it determined necessary in arriving at its conclusion. The bidder further certifies that the subcontracting firms or businesses submitted on the LISTING OF PROPOSED SUBCONTRACTORS will be awarded subcontracts for the described portions of the work: If the bidder is awarded a construction contract on this bid, the name and address of the surety who will provide the performance bond is: '~1(11) _3~A"-f\QI\{lQ ~(). h) ~PA"c.c.- K',\..b\...o -\-- ~~.(' 51.. Sure ~- - . Agent M..-'\ \\'€..VV\\u.JY\ ~..~~ ~~\e,~C- YO. ~ 3'lO \~~P~.~~~ ~~"8;~P~ ~d ~\l I. l uA-. q '[(Ill -D~"l-O Surety address Agent Address ~ ~ \=(.)')1. LVa'5. ~~l1. o~l)~ ~~.~Q\('0Q~ ~k_l\L\ \ .10300 Surety Contact and Phone Number Agent Contact and Phone Number PW 0407_01 Part01.doc (Revised March 2008] r - 9 pie 10 Bid Form Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see WWN bxwa com - Always Verify Scale I. I I I I I I I I I I I I I I I I I I "',,"vvo .!IU" UI:Jt:l t.-\.\ ~003 BID FORM Page 2 of 3 Item Estimated Unit Price Extended No. See No. Dacriptioa or Item Ouaatitv Units (FUrures) Amount 1 1-09 Mobilization I Lump ~ /53.00 SJ /53.00 Sum 2 1-10 Temporary Traffic Control 1 Lump $ $ Sum 30to Cl() .3O\O.Q() 3 2-02 Remove Cement Concrete 50 Linear $ I~,la $ Curb and Gutter Feet ~o/ll Or.) 4 2-02 Remove Cement Concrete 15 Square $ $ & 15. 00 Sidewalk Yard 1--f3 ,01:> 5 7-04 Solid WaJl PVC Storm Sewer 25 Linear $ ~,C5b $q 50 . Vb Pine 6 In. Diam. Feet 6 7-05 Type I Catch Basin with Curb 1 Each $ $ Inlet Frame and Grate I~I~. 61> I;::) I;}, (f1> 7 8-01 Inlet Protection 3 Eacb $ '80. cro $ dt-/o. Db 8 8-04 Cement Cone. Traffic Curb 50 Linear $ I~. 3d. $ and Gutter Feet t1IL.CYo 9 8-14 Cement Cone. Sidewalk 35 Square $31.50 $ I 3/ :J.50 Yard 10 8-14 Cement Cone. Sidewalk Ramp 1 Each $0130.00 $ Type F-Jb d30.0lJ Total Bid $ /~ .5cslj, 50 I 1 I I I I I I I I I I I I I I I I I I BID FORM Page 3 of3 ADDENDA ACKNOWLEDGMENT The bidder hereby acknowledges that it has received Addenda No(s). J 2 to this Project Manual. The name of the bidder submitting this bid and its businJss phone number and address, to which address all communications concerned with this bid and with the Contract shall be sent, are listed below. Bidder's firm name ?" ~ {'(\(') (' J\(\c::,,~ l C'=-h DYI I \ <.) ne.. . Complete address \..()(-\ 903't~ Ip Telephone No. Signed by Title \r I r JL \=\~ L ~i\. ~ Printed Name: Notes: (1) If the bidder is a partnership. so state, giving firm name under which business is transacted. (2) If the bidder is a corporation, this bid must be executed by its duly authorized officials. PW 0407_01 Part01 doc [ReVISed March 2008) I - 11 Pl12 Provided to BUilders Exchange of WA, Inc For usage Conditions Agreement see W'NW bxwa com - Always Verify Scale I I I I I I I I ~ ~. BID SECURITY TRANSMITTAL FORM Herewith find an exec1.lted BId Bond or a deposit in the form of a cashler's check, postal money order or other security rn Ilell of a bid bond In the amount of $ Five Percent ~ 5%) of Total Amount bid ~ which amount is not less than fIVe (5%) peroent of ~he total bid. SIGN HERE - BID BOND KNOW ALL MEN BY THESE PRESENTS: Safeco Insurance Company That we, Pnmo ConstructlOn, Inc. as Principar and of Amenca .as Surety, are held and fitmly bound unto the cln OF PORT ANGELES as Obligee, in the Flenal sum of FlVe Percent (5%) of the Total Amount Bld Dollars, for the payment of which the Princlpa[ and U1e Surety bind lhemsetves, their heirs, executors, administrators, sucoossors and assigns. jointly and severally, by these presents. The condition of lt1is obligation 18 such ih::.itjf lhe Obligee shall make any award to ~e Principal tor: EASTERN CORRIDOR PHASE II AREA 1 PROJECT 06-21 I I I I I I I I I according to tho terms. of lhe bid made by the Principal, and the Principal shall dulY' make and enter into a contract With the Obligee In accordance with the terms of said bid and award and shall gl~e bond for lhe faithfu I psrfonnance thereof, with Su rely 0 r Suretias approved by tl'l e Obligee; or Lf the Pmcipal shall, in case of failure so to do, pay and forrett to the Obligee the pe nai am cu n t of th e deposit specified in the advertisement for bids, than this obUgation shall be null and void; otherwise It shall be and remain In full force and eCfacl: and the Surety shall forthwith pay and forfeit to tl~e Obligee, as penalty i:lmJ lIquidated damages, -the .amount of lhl$ bond. l' By:', -.............. - ,Pl'1ndr;~~I' . \' , Safeco In July ,20~ 'I: ~ Suretv By: 7}z,d~-:# c:f. c<t~~ Mary A. Dobbs, Attorney-in-Fact PO Box 34670, Seattle, WA 98124-1670 SUrety add rass Jane Fox (206) 473-3635 Surety Contact and Phone Number Kibble & Prentice, A USI Company Agent 601 union Street, Suite 1000 Seattle, WA 98101 Agent Address Steve Palmer (206) 441-6300 Agent Coniact and Phone Number Dated: Re<:eived return of deposlt In tI1e sum of $_ PW 040L01 F'arl01.doc (Revbod March 20019] 1- 12 Ige 13 Bid Security Transmittal Form 'ovided to Builders Exchange ofWA. Inc. For usage Conditions Agreement see wwwbxwa com - Always Venfy Scale I I. I I I I I I I I I I I I I I I I I I , " Safeco Insurance Company of Amenca General Insurance Company of Amenca Safeco Plaza Seattle, WA 98185 POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA Washington corporation, does each hereby appoint No 2364 and GENERAL INSURANCE COMPANY OF AMERICA, each a *****HEATHER ALLEN; MARY A DOBBS; TERRI L FRANKLIN; SUSAN L GARRED; JEANNE M. HAGEL; PAMELA A. JARDINE; ROXANA PALACIOS; STEVEN W. PALMER. PATRICIA L. RUSSELL; BONNY SMITH, ANGELA D. TONNON; HOLLY E. ULFERS, Seattle, VVA*************************************************************************************************************** Its true and lawful attorney(s)-In-fact, with full authority to execute on Its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued In the course of its business, and to bind the respective company thereby IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 23rd January 2008 day of ~J{j}),~ . \~. STEPHANIE DALEY.WATSON,SECRETARY TIM MIKOLAJEWSKI, SENIOR VICE.PRESIDENT, SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13 - FIDELITY AND SURETY BONDS the President, any Vice PreSident, the Secretary, and any Assistant Vice PreSident appOinted for that purpose by the officer In charge of surety operations, shall each have authority to appoint Individuals as attorneys-In-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company In the course of ItS bUSiness On any Instrument making or eVidencing such appointment, the signatures may be affixed by faCSimile On any Instrument conferring such authority or on any bond or undertaking of the company, the seal, or a faCSimile thereof, may be Impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970 "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provIsions of Article V, Section 13 of the By-Laws, and (II) A copy of the power-of-attorney appointment, executed pursuant thereto, and (III) CertifYing that said power-of-attorney appointment IS In full force and effect, the signature of the certifying officer may be by faCSimile, and the seal of the Company may be a facsimile thereof" I, Stephanie Daley-Watson , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregOing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation thiS /~ ~ , ~ tt1c?J? day of ~JfJ)),~ STEPHANIE DALEY-WATSON, SECRETARY Safeco@ and the Safeco logo are registered trademarks of Safeco Corporation S-0974/DS 4/05 WEB PDF I I I I I I I I I I I I I I I I I I I P ART II CONTRACT FORMS SUBMITTED FOllOWING AWARD OF CONTRACT I I I I I I I I I I I I I I I I I I I . PUBLIC WORKS CONTRACT This Contract is made and entered into in duplicate this ,2. day of tl-vub l.{ r-I , 08byand between the City of Po Angeles,..>> non-c)1arter c de city 9f the State of Washington, hereinafter referred to as "the City," and i (,~" I","c 6 /" t:. . , a , hereinafter referred to as "the Contractor." WITNESSETH: Whereas, the City desires to have certain public work performed as hereinafter set forth, requiring specialized skills and other supportive capabilities; and Whereas, the Contractor represents that it is qualified and possesses sufficient skills and the necessary capabilities to perform the services set forth in this Contract. NOW, THEREFORE, in consideration of the terms, conditions, and agreements contained herein, the parties hereto agree as follows: 1. Scope of Work. The Contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the following project: Eastern Corridor Phase II, Area 1, Project 06-21 in accordance with and as described in Section 1-01.3 of the Washington State Department of Transportation Standard Specifications, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. 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 this Contract, except as may otherwise be provided in the Project Manual. 2. Time for Performance Time is of the essence in the performance of this Contract and in adhering to the time frames specified herein. The Contractor shall commence work within ten (10) calendar days after notice to proceed from the City, and said work shall be physically completed within 10 working days after said notice to proceed, unless a different time frame is expressly provided in writing by the City. 3. Compensation and Method of Payment. A. The City shall pay the Contractor for work performed under this Contract as detailed in the bid, as incorporated in the Project Manual. B. Payments for work provided hereunder shall be made following the performance of such work, unless otherwise permitted by law and approved in writing by the City. No payment shall be made for any work rendered by the Contractor except as identified and set forth in this Contract. CITY OF PORT ANGELES Project No 06-21 II-I May 2008 I I I I c. Progress payments shall be based on the timely submittal by the Contractor of the City's standard payment request form. D. Payments for any alterations in or additions to the work provided under this Contract shall be in accordance with the Request For Information (RFI) and/or Construction Change Order (CCO) process as set forth in the Project Manual. Following approval of the RFI and/or CCO, the Contractor shall submit the standard payment request formes). I I I E. The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in the Attachments to this Contract. This form includes a lien waiver certification and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. The City shall initiate authorization for payment after receipt of a satisfactorily completed payment request form and shall make payment to the Contractor within approximately thirty (30) days thereafter. 4. Independent Contractor Relationship. I The relationship created by this Contract is that of independent contracting entities. No agent, employee, servant, or representative of the Contractor shall be deemed to be an employee, agent, servant, or representative of the City, and the employees of the Contractor are not entitled to any of the benefits the City provides for its employees. The Contractor shall be solely and entirely responsible for its acts and the acts of its agents, employees, servants, subcontractors, or representatives during the performance of this Contract. The Contractor shall assume full responsibility for payment of all wages and salaries and all federal, state, and local taxes or contributions imposed or required, including, but not limited to, unemployment insurance, workers compensation insurance, social security, and income tax withholding. I I I 5. Prevailing Wage Requirements. I I I I The Contractor shall document compliance with applicable prevailing wage requirements of the Washington State Department of Labor & Industries, as set forth in Chapter 39.12 RCW and Chapter 296-127 WAC and shall file with the City appropriate affidavits, certificates, and/or statements of compliance with the State prevailing wage requirements. The Washington State Prevailing Wage Rates For Public Works Contracts, Clallam County, incorporated in this Contract have been established by the Department of Labor & Industries and are included as an Attachment to this Contract. The Contractor shall also ensure that any subcontractors or agents of the Contractor shall comply with the prevailing wage and documentation requirements as set forth herein. 6. Indemnification and Hold Harmless. I A. The Contractor shall defend, indemnify, and hold harmless the City, its officers, officials, employees, and volunteers against and from any and all claims, injuries, damages, losses, or lawsuits, including attorney fees, arising out of or in connection with the performance of this Contract, except for injuries and damages caused by the sole negligence of the City. It is further provided that no liability shall attach to the City by reason of entering into this Contract, except as expressly provided herein. I B. Should a court of competent jurisdiction determine that this Contract 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 officers, officials, employees, and volunteers, the I I CITY OF PORT ANGELES Project No 06-21 11-2 May 2008 I I I I I I I I I I I I I I I I I I I Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Contract. 7. Insurance. The insurance coverage shall be in accordance with and as described in the Washington State Department of Transportation Standard Specifications Division 1-07.18. A. Verification of Coverage The Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not limited to the additional insured endorsement, evidencing the insurance requirements of the Contractor before commencement of the work. B. Subcontractors The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 8. Compliance with Laws. A. The Contractor shall comply with all applicable federal, state, and local laws, including regulations for licensing, certification, and operation of facilities and programs, and accreditation and licensing of individuals, and any other standards or criteria as set forth in the Project Manual. B. The Contractor shall pay any applicable business and permit fees and taxes which may be required for the performance of the work. C. The Contractor shall comply with all legal and permitting requirements as set forth in the Project Manual. 9. Non-Discrimination. Non-discrimination shall be in accordance with and as described in the Washington State Department of Transportation Standard Specifications and the Special Provisions Division 1-07.11. 10. Assignment. A. The Contractor shall not assign this Contract or any interest herein, nor any money due to or to become due hereunder, without first obtaining the written consent of the City, nor shall the Contractor subcontract any part of the services to be performed hereunder without first obtaining the consent of the City. CITY OF PORT ANGELES Project No 06-21 11-3 May 2008 I I I I I I I I I I I I I I I I I I I " B. The Contractor hereby assigns to the City any and all claims for overcharges resulting from antitrust violations as to goods and materials purchased in connection with this Contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid or other event establishing the price of this Contract. In addition, the Contractor warrants and represents that each of its suppliers and subcontractors shall assign any and all such claims for overcharges to the City in accordance with the terms of this provision. The Contractor further agrees to give the City immediate notice of the existence of any such claim. 11. Contract Administration. This Contract shall be administered by ~e."^i.k.r He-we ( L on behalf of the Contractor and by Eric C. Walrath. Proiect Mana!!er on behalf of the City. Any written notices required by the terms of this Contract shall be served or mailed to the following addresses: Contractor: City: City of Port Angeles P.O. Box 1150 321 East Fifth Street Port Angeles, W A 98362-0217 12. Interpretation and Venue. This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day and year first set forth above. CONTRACTOR: c7'L(Y\C) (Qyr\0~)('~~ l<-~ vt~. Name of Contractor CITY OF PORT ANGELES: By: By: ;:;;~OFe;4-- City Attorney ~~ Title: Attest: \, (\4~ 4W^ Ci ler ", CITY OF PORT ANGELES Project No 06-21 11-4 May 2008 I I I I I I I I I I I I I I I I I I I ~ ,. CONTRACT BOND Bond to the City of Port Angeles Bond # 6582354 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Primo Construction, Inc. as Principal, and Safeco Insurance Carpany of JIlreri ca a corporation, organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations as surety, are jointly and severally held and firmly bound to the City of Port Angeles in the penal sum of $ 12,554.50 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators, or personal representatives, as the case may be. This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances of the City of Port Angeles. Dated at Seattle , Washington, this 24trdayof July ,2008 . The conditions of the above obligation are such that: WHEREAS, the City of Port Angeles has let or is about to let to the said Prim Construction, I%e above bounded Principal, a certain contract, the said contract being numbered 06-21 ,and providing for Eastern Corridor Phase II. Area 1 (which contract IS referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; now, therefore, If the said Principal, Primo Constructi on, Inc. , shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold the City of Port Angeles harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the matenal or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Port Angeles, then and in that event, thiS obligation shall be void; but otherwise, it shall be and remain in full force and effect. Signed this24th day of July ,20 08. Safeco Insurance Company of America Surety ~/I.~ By Mary A. Dobbs Attorney-in-Fact Title PO Box 34670, Seattle, WA 98124-1670 Surety Address Jane Fox (206) 473-3635 Surety Contact and Phone Number CITY OF PORT ANGELES Project No 06-21 nc. By Y'K'SYf?t~ Title 601 Union StreetA Suite 1000 Seattle, WA 981u1 Agent Address Steve Palmer (206) 441-6300 Agent Contact and Phone Number 11-5 May 2008 I I I I I I I I I I I I I I I I I I I . ' Safeco Insurance Company of America General Insurance Company of America Safeco Plaza Seattle, WA 98185 III POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA Washington corporation, does each hereby appoint No 2364 and GENERAL INSURANCE COMPANY OF AMERICA, each a *****HEATHER ALLEN; MARY A. DOBBS; TERRI L. FRANKLIN; SUSAN L. GARRED; JEANNE M. HAGEL; PAMELA A. JARDINE; ROXANA PALACIOS; STEVEN W. PALMER; PATRICIA L. RUSSELL, BONNY SMITH; ANGELA D. TONNON; HOLLY E. ULFERS; Seattle, VVA*************************************************************************************************************** Its true and lawful attorney(s)-in-fact, with full authority to execute on Its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued in the course of ItS business, and to bind the respective company thereby IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 23rd January 2008 day of ~~~ . \~ STEPHANIE DALEY-WATSON.SECRETARY TIM MIKOLAJEWSKI, SENIOR VICE-PRESIDENT, SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS the PreSident, any Vice PreSident, the Secretary, and any Assistant Vice PreSident appOinted for that purpose by the officer in charge of surety operations, shall each have authority to appoint indiViduals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company In the course of its business.. On any Instrument making or eVidenCing such appointment, the signatures may be affixed by facsimile. On any Instrument conferring such authOrity or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or In any other manner reproduced, prOVided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970 "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provIsions of Article V, Section 13 of the By-Laws, and (II) A copy of the power-of-attorney appointment, executed pursuant thereto, and (Iii) CertifYing that said power-of-attorney appointment is in full force and effect, the signature of the certifYing officer may be by facsimile, and the seal of the Company may be a facsimile thereof" I, Stephanie Daley-Watson , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are stili In full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation thiS c:<4-c4 ~ , .;Lt::70f day of ~Jf;)J,~ STEPHANIE DALEY-WATSON, SECRETARY Safeco@ and the Safeco logo are registered trademarks of Safeco Corporation S-0974/DS 4/05 WEB PDF I ACORDTM CERTIFICATE OF LIABILITY INSURANCE I DATE (MMlDDNYYY) 07/25/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Kibble & Prentice, a USI Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 601 Union Street, Suite 1000 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle, WA 98101 206 441-6300 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A Alaska National Insurance Company 38733 Primo Construction Inc. INSURER B P.O. Box 296 INSURER C Carls borg, WA 98324 INSURER 0 INSURER E Client#. 322294 PRIMOCON3 I I I I COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR NSR TYPE OF INSURANCE POLICY NUMBER PJ>.ki~~ri~iJ8'wIE p~~fJ l~rL~,w\N LIMITS A ~NERAL LIABILITY 080LS31604 04/01/08 04/01/09 EACH OCCURRENCE 51 000 000 X. OMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 5100000 - CLAIMS MADE [!J OCCUR MED EXP (Anyone person) 55.000 X. PO Oed: $5,000 PERSONAL & ADV INJURY 51.000 000 - GENERAL AGGREGATE 52.000 000 ~'L AGGRErilE LIMIT APnS PER PRODUCTS - COMPIOP AGG $2.000 000 POLICY X FJ~8i LOC A ~TOMOBILE LIABILITY 080AS31604 04/01108 04/01/09 COMBINED SINGLE LIMIT ~ ANY AUTO (Ea accident) 51,000,000 - ALL OWNED AUTOS BODILY INJURY 5 SCHEDULED AUTOS (Per person) '-- ~ HIRED AUTOS BODILY INJURY 5 ~ NON-OWNED AUTOS (Per accident) '-- PROPERTY OAMAGE 5 (Per aCCident) RAGE LIABILITY AUTO ONLY. EA ACCIDENT 5 ANY AUTO OTHER THAN EA ACC 5 AUTO ONLY AGG 5 A :iJESSIUMBRELLA LIABILITY 080LU31604 04/01108 04/01/09 EACH OCCURRENCE 52 000 000 X OCCUR 0 CLAIMS MADE AGGREGATE 52 000 000 5 ~ DEDUCTIBLE 5 X RETENTION $ 10 000 5 WORKERS COMPENSATION AND 080LS31604 04/01/08 04/01/09 I T~~N{fJ,~;,,1 IOJb'- A EMPLOYERS' LIABILITY WA Stop Gap Only E L EACH ACCIDENT 51 000 000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E L DISEASE - EA EMPLOYEE 51 000000 If yes, describe under E L DISEASE - POLICY LIMIT 51 000,000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Primo Job No. 801707 - Eastern Corridor Phase II, Area 1; City Project No. 06-21. The City of Port Angeles, its officers, officials, employees and volunteers are Additional Insured and coverage is primary and non-contributory per attached endorsement. *10 days notice of cancellation for non-payment of premium I I I I I I I I I I I CERTIFICATE HOLDER CANCELLATION I City of Port Angeles P.O. Box 1150 Port Angeles, WA 98362 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR I I ACORD 25 (2001/08) 1 of 2 #S2521502/M2422517 CNMJU @ ACORD CORPORATION 1988 I I I IMPORTANT I If the certificate holder is an ADDITIONAL INSURED, the policY(les) must be endorsed. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). I If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). I DISCLAIMER I The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issUing insurer(s), authorized representative or producer, and the certificate holder, nor does It affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I I I I I I I I I I I I ACORD 25-5 (2001108) 2 of2 #S2521502/M2422517 I I I I I I I I I I I I I I I I I I I ADDITIONAL INSURED" (CONTRACTORS) "AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY COVERAGE PART ThiS endorsement modifies insurance provided under the following: 1. Who Is An Insured (Section II) Is amended to include as an insured any person or organization (herein referred to as an additional insured), but only if you are required to add that person or organization as an insured to this policy by a written contract that is in effect prior to the "bodily injury", "property damage", or "personal and advertising injury". 2 The insurance provided to the additional insured is limited as follows: a. That person or organization is only an additional insured if, and only to the extent that, the injury or damage is caused by negligent acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract applies. The person or organization does not qualify as an additional insured with respect to injury or damage caused in whole or in part by independent negligent acts or omissions of such person or organization. b The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's. engineer's, or surveyor's rendering of or failure to render any professional services including: I. the preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design or specifications; and ANIC GL 1061 0308 Ii. supervisory, inspection, or engineering services. c. The insurance provided to the additional insured, referred to in paragraph 1. of this endorsement, does not cover "bodily injury" or "property damage" caused by your negligent acts and omissions in the performance of "your work" that occurs within the "products- completed operations hazard," unless the written contract, referred to in paragraph 1. of this endorsement, contains a specific requirement that you procure completed operations coverage or coverage within the "products-completed operations hazard" for the additional insured. However, even if coverage within the "products~ompleted operations hazard" is required by the written contact, such coverage is available to the additional insured only if the "bodily injury" or "property damage" occurs prior to the end of the time period during which you are required by the written contact to provide such coverage or the expiration date of the policy, whichever comes first. 3. If other valid and collectible insurance, whether on a primary, excess, contingent or any other basis, Is available to the additional insured for a loss we cover under this endorsement, then the insurance provided by this endorsement is excess over that other insurance. However, the Insurance provided by thIs endorsement will be pnmary to other Insurance on which the additional insured is a named insured for the covered loss, if the written contract, referred to in paragraph 1. of this Page 1 of 2 I I I I I I I I I I I I I I I I I I I endorsement, contains a specific requirement that this insurance be primary or primary and non- contributory. In that case we will not share with that other insurance on a pro-rata or other basis. If the other insurance available to the additional insured, whether on a primary, excess, contingent or any other basis, is coverage for which it has been named as an additional insured, then the coverage provided by this endorsement is excess over that other insurance. This endorsement changes the policy to which it is attached and, unless otherwise stated, Is effective on the date Issued at 12.01 A.M. standard time at your mailing address shown in the policy The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective 4/1/2 008 Policy No. 08DLS331604 Insured Primo Construction, Inc. Endorsement No , Countersigned By ~ ~ ~ ANIC GL 1061 0308 Page 2 of 2 I I I I I I I I I I I I I I I I I I I PART III SPECIFICATIONS, SPECIAL PROVISIONS ' PW 407_04 Part04.doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS The following Special Provisions are made a-part of this contract and supersede any conflicting provIsions of the 2008 Standard Specifications for Road, Bridge and Municipal Construction, a!1d the foregoing Amendments to-the Standard Specifications. Several types of Special Provisions are iricluded In this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: - , (date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. Region Special Provision Bridges and Structures Special Provision (******) (Regions1 date) (BSP date) General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference -from one project to another is the inclusion of variable project data, inserted as a "fill-in". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions 1 ER NCR NWR OR SCR SWR Eastern Region North Central Region Northwest Region Olympic Region South Central Region Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Project Specific Special Provisions normally appear only in the contract for which they were developed. INTRODUCTION TO THE SPECIAL PROVISIONS (July 31, 2007 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2008 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard 0407_03 Part03.doc [Revised March 2008] III - 1 0407_03 Part03.doc [Revised March 2008] III-2 I I I I I I I I I I I I I I I I I I I Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the StaCJdard Specifications and these Special Provisions, all of-which are made a part of the Contract Documents, shall govern all ot the Work. . These Special Provisions are made up of both General Special Provisions (GSPs) frotn various sources, which may have project-specific fill-ins; and project-specific Special ! Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration,-or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: "(May 18, 2007 APWA GSP)" "(August 7,2006)" WSDOT GSP Also incorporated into the Contract Documents by reference are: . Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any . Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition . City of Port Angeles' Urban Services Standards and Guidelines, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. I I I I I I I I I I I I I I I I I I I - DIVISION 1 GENERAL REQUIREMENtS DESCRIPTION OF WORK (March 13, 1995) This contract provides for-the improvement of sidewalk and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. -'- 1-01.3 Definitions (May 25, 2006 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. 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. 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. 0407_03 Part03 doc [Revised March 2008J III - 3 0407_03 Part03.doc [Revised March 2008} III - 4 I I I I I I I I I I I I I I I I I I I Substantial Completit:m Date. - The day the Engineer determines the Contracting Agency has full and unrestncted use and benefit of the facIlities, both from the operational and safety standpoint, and only mmor incidental work, replacement of temporary substitute facilities, or correction or repair remalflS for tM phys:cal 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 necessanly need to be furnished by the Contractor by thiS date. Completion Date The day alrthe 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 i Agency's acceptance of the bid. Notice to Proceed The ~ritten notice from the Contracting Agency or Engineer to the Contractor authorizing and directlllg the Contractor to proceed wIth the work and establishlllg the date on which the contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, blcychsts, wheelchairs, and equestnan traffic. 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 I (October 1, 2005 APWA GSP) i Bidders shall be qualified by expenence, financing, equipment, and orgalllzatlon to do the work called fO~ in the Contract Documents. The Contracting Agency reserves the nght to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. 1-02.2 Plans and Specifications (October 1,2005 APWA GSP) Delete thiS section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will 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. I I I I I I I I I I I I I I, I I I I I To Prime Contractor No. of Sets Basis of Distribution Furnished automatlc!3l1y upo.n award . , Furnished only. upon request. Reduced plans (11" x 17") and Contract ProvIsions 2 Large plans (e g., 22" x 34") and Contract Provisions 2 Additional plans and Contract ProvIsions may be purchased by the Contractor by payment of the cost stated In the Call for Bids. 1-02.5 Proposal Forms (October 1, 2005 APWA GSP) Delete this section and replace It with the following: At the request of a bIdder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bId 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; 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 forms unless otherwise speCified. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid The bidder shall make no stipulation on the Bid Form, nor qualify the bid 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 any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed m the jomt 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 1-02.6 Preparation of Proposal (January 23, 2006 APWA GSP) Supplement the second paragraph with the follOWing' 2. IF A MINIMUM BID AMOUNT HAS BEEN ESTABLISHED FOR ANY ITEM. THE 0407_03 Part03.doc [Revised March 2008] In - 5 UNIT PRICE MUST EQUAL. 08,EXCEED THE. MINIMUM AMOUfY.I 57 A TED. I I I I I I I I I I I I I I I I I I I (August 2, 2004) The fifth and sixth paragraphs of Section 1-02 6 are deleted 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following' Bid bonds shall contain the following 1. Contracting Agency-assigned num ber for the project; 2 Name of the project, 3 The Contracting Agency named as obligee; i 4 The amount of the bid bond stated eIther as a dollar figure or as a percentage which represe~ts I five percent of the maximum bid amount that could be awarded; I 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 tile 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 (October 1, 2005 APWA GSP) Revise the first paragraph to read: i Each proposal shall be submitted In a sealed envelooe. with the Project Name and Profect Number I as stated In the Advertisement for Bids c1earlv marked on the outSide of the envelope. or as otherwise stated in the Bid Documents, to ensure proper handling and delivery 1-02.13 Irregular Proposals (October 1, 2005 APWA GSP) ReVise item 1 to read. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequallfled 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 nght to reject 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 fails to submit or properly complete a Disadvantaged, 0407_03 Part03.doc [Revised March 2008] III - 6 I I I ..Minority Qr Women's Business Enterprise Certification, if applicable, as required in Section 1-02 6; or i. The bid proposal does not constl~ute a definite and unqualified offer to meet the material terms of the bid Invitation. I I 1-02.14 Disqualification of Bidders (September 12, 2007 APWA GSP) Revise this section to read: I I A bidder will be deemed not responsible and the proposal relected If the bidder does not meet the responsibilitv criteria In RCW 39 04 I 2 A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal IS submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder Participants in collusion will be restricted from submitting further bids; c. The bidder, in the OPinion of the Contractinq Aqencv, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined bva prequalification of the bidder; d An unsatisfactory performance record eXists based on past or current Contracting Agency work or for work done for others, as iudqed from the standpoint of conduct of th€2 work; workmanshiP; proqress. affirmative action; equal emplovment opportunity practices; or Dlsadvantaqed Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization, e. There is uncompleted work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidde~ has failed to complete a written public contract or has been convicted of a crime arising froOl a previous public contract, h. The bidder is unable, financially or otherwise, to perform the work; or i. There are any other reasons deemed proper by the Contracting Agency I I I I I I I 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 responsible bidder: I I 1. A complete statement of the origin, compOSition, and manufacture of any or all materials to be used, Samples of these materials for quality and fitness tests, A progress schedule (in a form the Contracting Agency reqUIres) showing the order of and time required for the various phases of the work, A breakdown of costs assigned to any bid Item, Attendance at a conference with the Engineer or representatives of the Engineer, Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located 2 3 I 4. 5. 6. I 0407_03 Part03.doc [Revised March 2008] III-? I 7. A copy of State of Washington Contractor's Registration, or ArJ.Y other information or actJon taken that is de~med necessary to ensure that the bidder is the lowest responsible bidder. I I 1-03.3 Execution of Contract (October 1,2005 APWA GSP) I Revise this section to read COPies of the Contract ProviSions. Includlnq the unslqned Form of Contract. will be available for slqnature by the successful bidder on the first business day followinq award The num ber of copies to be executed by the Contractor will be determined by the Contractinq Aqency I Within 10 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. I I Until the Contractmg Agency executes a contract, no proposal shall bind the Contracting Agency nor I shall any work begin Within the project limits or Within Contracting Agency-furnished sites. The i Contractor shall bear all risks for any work begun outside such areas and for any materials ordered i before the contract IS executed by the Contracting Agency , I I If the bidder experiences circumstances beyond their control that prevents return of the contract documents wlthm 1Q calendar days after the award date, the Contracting Agency may grant up to a maximum of 1Q additional calendar days for return of the documents, provided the Contracting Agency deems the cIrcumstances warrant it. I 1-03.4 Contract Bond (October 1,2005 APWA GSP) I ReVise the first paragraph to read' I I I The successful biddeI shall provide an executed contract bond for the full contract amount. ThiS contract bond shall' 1. Be on a Con'tractlng 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 Authonzed 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' 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, matenalperson, 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 proprietor or 0407_03 Part03.doc [ReVised March 2008] III - 8 I I I I I I I I I I I I I I I I I I I I I I I I partner) If the Contractor IS a corporatIon, the bond must be sIgned by the president or VJce- president, unless accompanied by written proof of the authority of the'individual signing the bond to bind the corporation (i e , corpo~ate resolution). power of attorney or a letter to such effect by the president or vice-president). 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, 3. Special Provisions, includinq APW A General Special' ProvIsions. if they are Included, 4 Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT Standard Specifications for Road, Bridqe and Municipal Construction, 7. Contractinq Aqency's Standard Plans (if any), and 8. WSDOT Standard Plans for Road; Brldqe, and Municipal Construction. . CONTROL OF WORK 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 necessarf If the Contractor falls 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 rejected 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 failed 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. 0407_03 Part03.doc [Revised March 2008] III-9 0407_03 Part03.doc [Revised March 2008] III - 1 0 I I I I I I I I I I I I I I I I I I I 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 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, aft-er 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 rea~ons therefor. 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 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. I 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 flnaluispectlon The Engineer will set a date for final inspection The Engineer and the Contractor will then mak.e a final inspeGtion 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 ilsted 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 ilstlng 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 I I I I I I I I I I I I I I I I I I I I 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 shaW not Imply acceptance of the work or that all the obligations of the Contractor CInder 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 suitabilfty for the purpose for which they were installed. 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 (May 25, 2006 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- ~it Will take these performance reports into account. 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 0407_03 Part03 doc [Revised March 2008] III-11 b. Basic oxygen. 0407_03 Part03.doc [Revised March 2008] III-12 I I I I I I I I I I I I I I I I I I I shall be considered as unofficial Information and In no way binding upon the Contracting Agency, unless subsequently put in writIng and signed by the Contracting Agency CONTROL OF MATERIAL Buy America Section 1-06 is supplemented with the following: (August 6, 2007) 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. The Contractor may utilize minor amounts of foreign steel and iron in this project provid~d 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 B~y America requirements because the initial melting and mixing of alloys to create the matelil'ial occurred in a foreign country. I Manufacturing begins with the initial melting and mixing, and continues through the coatirg 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 rollirlg, 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 materials (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: 1. Production of steel by any of the following processes: a. Open hearth furnace. I I I I I I I I I I I I I I I I I I I 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 350-1 09EF 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 Industnes shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industnal 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 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. 0407_03 Part03.doc [Revised March 2008] III - 1 3 I I 1-07.2 State Sales Tax Delete thiS section, including ItS sub-sections, in its entirety and replace it with the following. I 1-07.2 State Sales Tax (October 1, 2005 APWA GSP) I 1-07.2(1) General I I The Washington State Department of Revenue has Issued special rules on the State sales tax Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contractir:;g 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 amounis In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes thlsl exception. I I The Contracting Agency will pay the retained percentage 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 60.28 050). 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. I I 1-07.2(2) State Sales Tax - Rule 171 1-07.2(3) State Sales Tax - Rule 170 I I I I WAC 458-20-171, and itS related rules, apply to building, 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 matenals, equipment, or supplies used or consumed in doing the work. 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, 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. I I I 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 I 0407_03 Part03 doc [ReVised March 2008] III - 1 4 I I I I I I I I I I I I I I I I I I I I 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 l 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(4) 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). State Taxes Section 1-07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1-07.2(1) apply. Permits And Licenses Section 1-07.6 is supplemented with the following: (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. Wages General Section 1-07.9(1) is supplemented with the following: (February 11, 2008) 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. WA080001. - Requirements For Nondiscrimination Section 1-07.11 is supplemented with the following: (March 6, 2000) 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. 0407_03 Part03.doc [Revised March 2008] III - 1 5 Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non-SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. I WA I I I I I I I I I I I I I I I I I I I 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 Goal Timetable Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSAj Richland, WA SMSA Counties: Richland Kennewick, WA WA Benton; WA Franklin. Non-SMSA Counties WA Walla Walla. 5.4 3.6 Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non-SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non-SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA' Thurston; WA Whatcom. 0407_03 Part03.doc [Revised March 2008] III-16 I I I I I I I I I I I I I I I I I I I Portland, OR: SMSA Counties: Portland,OR-WA W A Clark. Non-SMSA Counties W A Cowlitz; 4.5 3.8 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 Engineer 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. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area IS as designated herein. Standard Federal Equal Employment Opportunitv 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 the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; 0407_03 Part03.doc [Revised March 2008] III-17 0407_03 Part03.doc [Revised March 2008] III-18 I I I I I I I I I I I I I I I I I I I 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 origms 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 effort to achieve each goal under the Plan in each trade in which it has employe:es. 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 Subcontract6r's failure to take good faith effort to achieve the Plan goals and tImetables. ! 4. The Contractor shall implement the specific affirmative action standards provided in I 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 periorming 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 I I I I I I I I I- I I I I I I I I I I minorities or women shall excuse the Contractor's obligations under these specIfications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted In meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunrties. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. . 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 shalf specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recrUitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training 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 0407_03 Part03.doc [Revised March 2008] III-19 0407_03 Part03 doc [Revised March 2008] III - 20 I I I I I I I I I I I I I I I I I I I 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 tile policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO 'obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minonty and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and, affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment deCisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., pnor to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place 'Of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the' Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female new,s media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female ~nd community organizations, to schools with minority and female students anq to minonty and female recruitment and training organizations serving fhe Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprentices:hip or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. I - I j. Encourage present minority and female employees to recruit other mino;rity persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is' an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. I I I I I I I I I I I I I I I I I I I m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discnminatory effect by contlnualiy monitonng all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate- or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling anyone or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work-force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, 0407_03 Part03.doc [Revised March 2008] III - 21 terminations and cancellations of eXisting subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and Its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. I I I I I I I I I I I I I I I I I I I 13. The Contractor, in fulfilling its obligations under these specifications, shall implement speCific affirmative action steps, at least as extensive as those standards prescribed In paragraph 7 of this Special ProvIsion, so as to achieve maximum results from Its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing -regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area r-esidents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (March 13, 1995) Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Lp.w, then the Washington State Law shall prevail. I The provisions of FHW A 1273, as amended, included in this contract require that the Contractor insert the FHW A 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHW A 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHW A 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is-inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor 0407_03 Part03.doc [Revised March 2008] III - 22 I I I I I I I I I I I I I I I I I I I will be provided with extra copies--of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. Public Liability And Property Damage Insurance (January 5, 2004) Reduced Insurance Requirement Section 1-07.18 is revised as follows: Item number 1 in the first paragraph is deleted. Item number 2 is revised to read: Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $1 ,000,000 per occurrence and in the aggregate for each policy year. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the work. The Contracting Agency shall be named as an additional insured on the policy. . 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic (October 1,2005 APWA GSP) Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shali also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by-the Contractor's operations. Snow and Ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and Ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following. 1 Remove or repair any condition resulting from the work that might Impede traffic or create a hazard. 2 Keep existing traffic signal and highway Iighring systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of eXisting drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. 0407_03 Part03.doc [Revised March 2008] III-23 P9Sted Speed Dist~nce , '. From Traveled , ' : Way (Feet) , . 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 . 60 mph or greater 30 -- I I I I I I I I I I I I I I I I I I I Construction Under Traffic Section 1-07 .23( 1) is supplemented with the following: (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 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 material~ 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: * or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.23(2) Construction and Maintenance of Detours (October 1, 2005 APWA GSP) Revise the first paragraph to read' Unless otherwise approved, the Contractor shall maintain two-way traffiC during construction. The Contractor shall build, maintain in a safe condition, keep open to traffiC, and remove when no longer needed. 0407_03 Part03 doc [Revised March 2008] III - 24 I I I I 1 Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk. or path dUring construction, 2. Detour crossings of intersecting highway, and 3 Temporary approaches 1-07,24 Rights of Way (October 1,2005 APWA GSP) I I I 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 the~e limits, unless arrangements for use of private property are made. I I I I I I I I I 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. - 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 avallab/e 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 I I The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional/and 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 wntten 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 satisfactorily 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. I 0407_03 Part03.doc [Revised March 2008J III - 25 0407_03 Part03.doc [Revised March 2008]. III - 26 I I I I I I I I I I I I I I I I I I I 1-08 PROSECUTION AND PROGRESS Add tile following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (May 25,2006 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the , preconstructlon 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 preconstructlon meeting 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 (May 25, 2006 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 I week. The normal straight time 8-hour working penod for the contract shal! be established at the : preconstruction conference or prior to the Contractor commencing the work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 pm. on any day, the Contractor shall apply in writing to the Engineer for permiSSion to work such times. Permission to work longer than an 8-hour period between 7'00 a.m. and 6.00 p.m. is not required. Such requests shall be submitted to the Engineer 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 I I I I I I I I I I I I I I I I I I I 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: requIring the Engineer or such assistants as the Engineer may deem necessary to be present dUring the work; reqUiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency employees who worked during such times, on non Federal aid proJects, considering the work performed on Saturdays, Sundays, and holidays as working days with regards to the contract time, and 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. Assistants may 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. Subcontracting Section 1-08.1 is supplemented with the following: c(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 represenfatives 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 "reti:1irdlies-e --rec6r-ds - for tliaf periocC 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. Revise this section to read: 1-08.4 Notice to Proceed and Prosecution o{the Work (October 1, 2005 APWA GSP) Notice to Proceed will be qiven after the contract has been executed and the contract bond and evidence of insurance have been approved and filed bv the Contractinq Aqencv. The Contractor 0407_03 Part03 doc [Revised March 2008] III - 27 (l I I I I I I I I I I I I I I I I I I I shall not commence with the work until the Notice to Proceed has been !=lIven by the .t.r19ineeJ:. The Contractor shall commence construction activities on the project site withm ten days of the Notice to Proceed Date, unless otherwise approved In writing. The Contractor sha!: diligently pursue the: work to the physical completion date Within the time specified m the contract Voluntary shutdown or slowmg of operations by the Contractor shall not relieve the Contractor of the responsibility fb- complete the work Within the time(s) specified In the contract. 1-08.5 Time for Completion (March 13, 1995) Section 1-08.5 is supplemented with the following: This project shall be physically completed within 10 working days. (June 28, 2007 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day follOWing the Notice to Proceed Date. 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 Engmeer Will provide the Contractor a statement that shows the number of 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 dky 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 charqed as a workmq day then the fifth day of that week will be charqed as a worklnq 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.Completlon Date can be established: 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 Contractmg 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 0407_03 Part03 doc [Revised March 2008] III - 28 I I I I I I I I I I I I I I I I I I I PAYMENTS - (******) Section 1-09.9 is supplemented with the following: The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in the Attachments in Part 4 of the Project Manual. This form includes a lien waiver certification, and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. Traffic Control Management General (August 2,2004) Section 1-10.2(1) is supplemented with the following: 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 Measurement (August 2, 2004) Section 1-10.4(1 )is supplemented -with the following: The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(1) shall apply. 0407_03 Part03.doc [Revised March 2008] III - 29 0407_03 Part03 doc [Revised March 2008] III - 30 I I I I I I I I I I I I I I I I I I I STANDARD PLANS Apri I 7, 2008 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 08-001, effective April 7,' 2008 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans Ail references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot MIx Asphalt". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA". C-1 Sheet 1 I I In the TYPE 1 ALTERNATIVE, the title of the first section view is revised to INiT,IAL INSTALLATION B-10.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C-1a In the TYPE 11, WOOD POST ASSEMBLY, the 18" long Button Head Bolts are revised to 25" long. C-1b In the ANCHOR POST ASSEMBLY, the above ground 7 1/2" long bolt connecting the Wood Breakaway Post to the Foundation Tube is revised to 10" long. i C-2s Delete reference to Cross-Section A. C-5 In the A CONNECTION, "Type 3 transition pay limit" is revised to "transition pay limit". C-8 END VI EW A, shows two dimensions at the connecting pin counterbore op~!ling at the top of the view, 1 W' R. and below another dimension of 1 W' R., the bottom dimension should be 7/8" R. C-10 (sheet 2 of 2) COVER PLATE DETAiL, dimension of the 1" dia. holes, changes from 8" to 3" C-11 b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST-iN-PLACE FOOTING, ELEVATiON view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000. I I I I I I I I I I I I I I I I I I I In the 8REAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld jOints, and the 1/2" End Gussets have 1/2" fillet weld jOints. C-12 Note 1 is revised to read: Approved inertial barrier systems (sand barrel arrays) are listed in the Qualified Products List and shall be installed in accordance with the manufacturer's recommendations. Products not listed on the Qualified Products List are considered when submitted with a Request of Approval of Materials (RAM) form. D-1a through D-H Deleted. F-40.12 through F-40.18 The following note is added to these five plans: Note 7. To the maximum extent feasible, the ramp cross slope shall not exceed 2%. K-80.30-00 In the NARROW 8ASE, END view, the reference to Std. Plan C-8e is revised to Std. Plan K-80.35 M-1.60 COLLECTOR DISTRI8UTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN. is changed to 300' MIN. 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-1 0.1 0-00..........8/07/07 A-1 0.20-00........ 10/05/07 A-1 0.30-00........ 1 0/05/07 A-20.10-00..........8/31/07 A-30.10-00........11/08/07 A-30.15-00......11/08/07 A-30.30-00...... 11/08/07 A-30.35-00...... 10/12/07 A-40.10-00......10/05/07 A-40.20-00........ 9/20/07 8-5.20-00... ....... ..6/01 /06 8-30.50-00... ..... 6/01/06 8-5.40-00............6/01/06 8-30.70-01........ 8/31/07 8-5.60-00............6/01/06 8-30.80-00........ 6/08/06 8-10.20-00..........6/01/06 8-30.90-01........ 9/20/07 8-1 0.40-00..........6/01/06 8-35.20-00........ 6/08/06 8-10.60-00..........6/08/06 8-35.40-00........ 6/08/06 8-15.20-00..........6/01/06 8-40.20-00........ 6/01/06 8-15.40-00..........6/01/06 8-40.40-00........ 6/01/06 8-15.60-00..........6/01/06 8-45.20-00........ 6/01/06 8-20.20-01........11/21/06 8-45.40-00........ 6/01/06 8-20.40-01........11/21/06 8-50.20-00........ 6/01/06 8-20.60-01........11/21/06 8-55.20-00........ 6/01/06 8-25.20-00........ ..6/08/06 8-60.20-00........ 6/08/06 0407_03 Part03.doc [Revised March 2008] III - 31 A-40.50-00......11/08/07 A-60.1 0-00 ...... 10/05/07 A-60.20-00 ...... 10/05/07 A-60.30-00 ...... 11/08/07 A-60.40-00 ........ 8/31/07 8-75.20-00......:.6/01/06 8-75.50-00........ 6/08/06 8-75.60-00........ 6/08/06 8-80.20-00........ 6/08/06 8-80.40-00.... .... 6/01/06 8-82.20-00........6/01/06 8-85.10-00........6/01/06 8-85.20-00 ........ 6/01/06 8-85.30-00........6/01/06 S-85 .40-00 ........ 6/08/06 8-85.50-00........ 6/08/06 8-90.10-00........ 6/08/06 8-90.20-00........ 6/08/06 8-25.60-00......... .6/01 /06 8-30.1 0~00..........6/08/06 8-30.20-01........11/21/06 8-30.30-00..........6/01/06 8-30.40-00. ...... ...6/01 /06 C-l .................... .2/06/07 C-l a ...... .............7/31/98 C-l b .. ...............10/31 /03 ~ C-l e............ ...... ..5/30/97 C-l d .................10/31/03 C-2 .....................1/06/00 C-2a .............. ... ..6/21 /06 C-2b ................ ...6/21 /06 C-2e. .................. .6/21 /06 C-2d .................. .6/21/06 C- 2 e ...................6/21/06 C-2t ....................3/14/97 C-2g .......... ..... ....7/27/01 C-2h .................. .3/28/97 C-2i.................. ...3/28/97 C-2j.................. ...6/12/98 C-2k............. ....... 7/27/01 C-2n ......... .......... 7/27/01 C-2o ............. ......7/13/01 C-2p .................10/31/03 C-2q ............... ....3/03/05 C-2r ................. ...3/03/05 C-2s.................. ..3/03/05 C-2t .................. ..3/03/05 C-3 ................... 1 0/04/05 C-3a .................10/04/05 0-2.02-00 .........11/10/05 0-2.04-00.........11/10/05 0-2.06-00.........11/10/05 0-2.08-00.........11/10/05 0-2.10-00 ....... ..11 /1 0/05 0-2.12-00.........11/10/05 0-2.14-00 ....... ..11 /10/05 0-2.16-00.........11/10/05 0-2.18-00 .........11/10/05 0-2.20-00.........11/10/05 0-2.30-00 ....... ..11 /10/05 0-2.32-00 .........11/10/05 0-2.34-00.........11/10/05 E -1 ...................... 2/21 /07 E-2.................... ..5/29/98 F-l 0.12-00..... ...12/20/06 0407_03 Part03.doc [Revised March 2008] 8-60.40-00........ 6/01/06 8-65.20-00........ 6/01/06 8-65.40-00........ 6/01/06 8-70.20-00........6/01/06 8-70.60-00........ 6/01/06 C-3b................ 10/04/05 C-3c.................. 6/21/06 C-3d.................. 3/03/05 C-4............... ..... 2/21/07 C-4a.................. 2/21/07 C-4b.................. 6/08/06 C-4e........ .......... 2/20/03 C-4f................... 6/30/04 C-5..................10/31/03 C-6.................... 5/30/97 C-6a.................. 3/14/97 C-6c.................. 1/06/00 C-6d.................. 5/30/97 C-6f................... 7/25/97 C-7....... ........... 10/31/03 C-7a... ............. 10/31/03 C-8.................... 4/27/04 C-8a........ .......... 7/25/97 C-8b.................. 1/11/06 C-8e.................. 2/21/07 C-8t................... 6/30/04 C-l 0.................. 7/31/98 C-l1 .................. 5/20/04 C-ll a........ ........ 5/20/04 C-l1 b................ 5/20/04 C-12.................. 7/27/01 0-2.36-01........ 11/08/07 0-2.38-00........ 11/10/05 0-2.40-00........ 11/10/05 0-2.42-00........ 11/10/05 0-2.44-00........ 11/10/05 0-2.46-00........ 11/10/05 0-2.48-00........ 11/10/05 0-2.60-00........11/10/05 0-2.62-00........11/10/05 0-2.64-00........11/10/05 0-2.66-00........11/10/05 0-2.68-00........11/10/05 0-2.78-00........11/10/05 E-4.................... 8/27/03 E-4a..................8/27/03 F-30.1 0-00 ........ 1/23/07 III - 32 8-90.30-00..c.....6/08/06 8-90.40-00........ 6/08/06 8-90.50-00........ 6/08/06 8-95.20-00........6/08/06 8-95.40-00 ........6/08/06 I I I I I I I I I I I I I I I I I I I C-13.. ........... ..... 4/16/99 C-13a................ 4/16/99 C-13b....... ......... 4/16(99 C-14a.............<..7/26/02 C-14b................7/26/02 C-14e................ 7/26/02 C-14d................7/26/02 C-14e................ 7/26/02 C-14f................. 9/02/05 C-14g .............. 11/21/06 C-14h................ 1/11/06 C-14i ............... 12/02/03 C-14j ............... 12/02/03 C-14k................ 1/11/06 C-16a.... .......... 11/08/05 C-16b.............. 11/08/05 C-20.14-00........2/06/07 C-20.40-00........ 2/06/07 C-22.40-01...... 10/05/07 C-23.60-00........2/06/07 C-25.18-01........ 9/20/07 C-25.20-01........ 9/20/07 C-25.22-01......10/05/07 C-25.80-00........ 9/20/07 C-28.40-00........2/06/07 0-2.80-00........ 11/10/05 0-2.82-00........11/10/05 0-2.84-00........ 11/10/05 0-2.86-00........ 11/10105 0-2.88-00........11/10/05 0-2.92-00........ 11/10/05 0-3.................... 7/13/05 0-3a..................6/30/04 0-3b.................. 6/30/04 0-3e.......... ........ 6/30/04 0-4. .. .. .. .. .. .. .. ... 12/11 /98 0-6....................6/19/98 F-40 .18-00 ........ 2/07/07 I I I I I I I I I I I I I I I I I I I F-1 0.16-00 .... ....12/20/06 F-1 OAO-OO ..........1 /23/07 F-1 0 A2-00 ..........1/23/07 F-1 0.62-01 ......... .9/05/07 F-1 0.64-01..:.....10/05/07 G-9a ................ ...6/25/02 G-1 0.10-00 .........9/20/07 G-20.1O-00 .........9/20/07 G-22.1O-00 .......11/08/07 G-24.1O-00 .......11/08/07 G-24.20-00 .......11/08/07 G-24.30-00 .......11/08/07 G-24AO-00 .......11/08/07 H-30.1O-00 .......10/12/07 H-32.1O-00 .........9/20/07 H-60.1O-00 .........9/05/07 1-10.10-00...... .....8/31 /07 1-30.10-00. ..... .....9/20/07 1-30.20-00...........9/20/07 1-30.30-00...........9/20/07 1-30AO-00 .........10/12/07 J-1 f ............... ......6/23/00 J-3 .................... ..8/01 /97 J-3b .................. ..3/04/05 J-3c ........... ........ .6/24/02 J-3d .................. 11/05/03 J-5 .................... ..8/01/97 J-6c ........... ........ A/24/98 J-6f .................... A/24/98 J-6g ................ ..12/12/02 J-6h ................... 04/24/98 J-7a ....................9/12/01 J-7c ....................6/19/98 J-7d .................. .A/24/98 J-8a ................... .5/20/04 K-1 0.20-01........10/12/07 K-1 OAO-OO... ..... ..2/15/07 K-20.20-01 .... ....10/12/07 K-20AO-00..........2/15/07 K-20.60-00...... ....2/15/07 K-22.20-01........10/12/07 K-24.20-00......... .2/15/07 K-24AO-01 ........10/12/07 K-24.60-00........ ..2/15/07 K-24.80-01........10/12/07 K-26.20-00..........2/15/07 0407_03 Part03.doc [Revised March 2008] F-40.10-01 ...... 10/05/07 F-40.12-00 ........ 2/07/07 F-40.14-00 ........2/07/07 F-40.15-00 ........ 2/07/07 F-40.16-00 ........ 2/07/07 G-24.50-00 ..... 11/08/07 G-24.60-00 ..... 11/08/07 G-25.10-00 ..... 11/08/07 G-30.1O-00 ..... 11/08/07 G-50.10-00 ..... 11/08/07 G-60. 1 0-00 ....... 8/31/07 G:'60.20-00 ....... 8/31/07 G-60.30-00 ....... 8/31/07 H-60.20-00........ 9/05/07 H-70. 1 0-00........ 9/05/07 H-70.20-00........9/05/07 1-30.50-00....... 11/14/07 1-40.10-00......... 9/20/07 1-40.20-00.........9/20/07 1-50.10-00......... 9/20/07 1-50.20-00.........8/31/07 J-8b .................. 5/20/04 J-8c................... 5/20/04 J-8d .................. 5/20/04 J-9a .................. 4/24/98 J-10 .................. 7/18/97 J-11a .............. 10/12/07 J-11b ................ 9/02/05 J -11 c.. .. . .. .. .. .. .... 6/21/06 J-12 ................ 11/08/05 J-1 5a .............. 1 0/04/05 J-15b .............. 1 0/04/05 - J-16a ................ 3/04/05 J-16b ................ 9/20/07 J-16c.................9/20/07 K-26AO-01...... 10/12/07 K-30.20-00........ 2/15/07 K-30AO-01...... 10/12/07 K-32.20-00........2/15/07 K-32AO-00........2/15/07 K-32.60-00........ 2/15/07 K-32.80-00........ 2/15/07 K-34.20-00........2/15/07 K-36.20-00........ 2/15/07 K-40.20-00........2/15/07 K-40AO-00........ 2/15/07 III - 33 F-40.16-00 ........2/07/07 F-40.20-00 ...... 10105/07 F-42. 1 0-00 ...... 10/05/07 F-80.1 0-00........ 1/23/07 G-70.10-00........10/5/07 G-70.20-00........ 10/5/07 G-70.30-00........ 10/5/07 G-95.1O-00...... 11/08/07 G-95.20-00...... 11/08/07 G-95.30-00......11/08/07 H-70.30-00........ 9/05/07 1-60.10-00 ......... 8/31/07 1-60.20-00......... 8/31/07 1-80.10-00......... 8/31/07 J-18...................9/02/05 J-19................... 9/02/05 J-20................... 9/02/05 J-28.1 0-00......... 8/07/07 J-28.22-00......... 8/07/07 J-28.24-00......... 8/07/07 J-28.26-00.........8/07/07 J-28.30-00......... 8/07/07 J-28AO-00.........8/07/07 J-28A2-00......... 8/07/07 J-28A5-00......... 8/07/07 J-28.50-00.........8/07/07 J-28.60-00.........8/07/07 J-28.70-00....... 11/08/07 K-40.60-00 ........ 2/15/07 K-40.80-00........ 2/15/07 K-55.20-00........ 2/15/07 K-60.20-01......11/12/07 K-60AO-00 ........ 2/15/07 K-70.20-00 ........ 2/15/07 K-80.1 0-00 ........2/21/07 K-80.20-00......12/20/06 K-80.30-00 ........ 2/21/07 K-80.35-00........ 2/21/07 K-80.37 -00........ 2/21/07 L-1 0.1 0-00......... .2/2:1 /07 L-20.1O-00 ..........2/07/07 L-30.1 0-00..........2/07/07 M-1.20-0 1 ...........1/30/07 M-1AO-0 1 ...........1/30/07 M-1.60-01 ...........1/30/07 M-1.80-02 ..... ......8/31 /07 M-2.20-01...........1/30/07 M-2AO-01 ...........1/30/07 M-2.60-01 ...........1/30/07 M-3.1 0-01 ...........1/30/07 M-3.20-01 ...........1/30/07 M-3.30-01...........1/30/07 M-3AO-01...........1/30/07 M-3. 50-0 1 ...........1/30/07 . " 0407_03 Part03 doc [Revised March 2008] L-40.1 0-00........ 2/21/07 L-40.15-00 ........ 2/21/07 L-40.20-00 ........ 2/21/07 M-5.10-01 ......... 1/30/07 M-7.50-01 ......... 1/30/07 M-9.50-01 ......... 1/30/07 M-11.10-01.......1/30/07 M-15.10-01 .......2/06/07 M-17.10-01.......1/30/07 M-20.10-01 ....... 1/30/07 M-20.20-01 ....... 1/30/07 M-20.30-01 ....... 1/30/07 M-20AO-01 ....... 1/30/07 M-20.50-01 ....... 1/30/07 M-24.20-01 .......5/31/06 III - 34 - L-70.1Q:-00 ........ 1/30/07 L-70.20-00 ........1/30/07 I I I I I I I I I I I I I I I I I I I M-24AO-01 .......5/31/06 M-24.60-02 ....... 2/06/07 M-40.10-00 ....... 9/20/07 M-40.20-00 ..... 10/12/07 M-40.30-00 ....... 9/20/07 M-40.40-00 ....... 9/20/07 M-40.50-00 ....... 9/20/07 M-40.60-00 ....... 9/20/07 M-60.1O-00 ....... 9/05/07 M-60.20-00 ....... 9/05/07 M-65.10-00 .......9/05/07 I I FHWA.l 273 8ectroncc v...on - IMrch 10. 199-4 I REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION ,CONTRACTS I I. II. III. IV. V. VI. VII. VIII. IX. X. General .............................. Nondiscriminauon ....................... Nonsagregated Fscilities . . . . . . . . . . . . . . . . . . . Payment of Pradetermined Minimum Wege . . . . . . Statements and Payrolls . . . . . . . . . . . . . . . . . . . Record of Materials, Supplies, and ubor ....... Subletting or Assigning the Contract .......... Safety: Accident Prevention . . . . . . . . . . . . . . . . False Stetements Concerning Highway Projects. . . Implementation of Clean Air Act and Federel Water Pollution Control Act ................ Certification Regarding Debarment, Suapension. Ineligibility, and Voluntary Exclusion ..... ~ . . . . Certification Regarding Use of ConUact Funds for lobbying ............................. Paga 1 1 3 3 6 6 7 7 7 I I XI. I XII. ATTACHMENTS I A. Employment Preference for 'Appalechian ConUacts (included in Appalachian contracts only) I. GENERAL I 1. These contrect provisions shall apply to all work performed on the contract by the contrecto,'a own organization and with the assistanca of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. I 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract aU of the stipulations contained in these Required Contract Provisions, and further require their Inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provi. sions shell not be incorporated by reference in any casa. 'The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. I I I 3. A breach of eny of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of, the contract. I 4. A breach of the following clauses of the Required Contract Provisions may e1so be grounds for debarment as provided in 29 CFR 5.12: ' I Section I. paragraph 2; Section IV. paragrephs 1. 2, 3. 4. and 7; Section V. peregraphs 1 and 2a through 2g. I 5. Disputes erising out of the labor standards provisions of Section IV (e)Ccept peragraph 5) and Se.;tion V of these Required Contract Provisions shall not be subject to tha genaral disputes clause of this contract. Such disputes shall be resolved In accor- dance with the procedures of the U.S. Department of Labor (DOW IS set forth in 29 CFR 5. 6. and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of Its subcontractors) and the contracting agency. the DOL. or the contractor's employees or their representatives. I I 6. Selection of Labor: Ouring the performanca of this con- I tract. the contractor shall not: a. discriminate against labor from any other State. posses- sion. or territory (If the United Stetes (except for employment preference for Appalachian contracts, when applicable, as spacifiad in Attachment A), or b.' employ convict labor for eny purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. 8 II. NONDISCRlMINA nON 8 (Applicable to all Federal.sid construction contracts and to all related subcontracts of $10.000 or more.) 9 1. EqueI Employment OpportUnity: Equal employment opportunity IEEO) requirements not to discriminate and to teke .ff1rma~ action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35. 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Lebar as modified by the provisions prescribed herein, and imposed pursuent to 23 U.S.C. 140 shan constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specification. ..t forth under 41 CFR 60-4.3 end the provisions of the Amarican Olsabilities Act of 1990 142 U.S.C. .12101 !! !!!I.) set forth under 28 CFR 35 and 29 CFR 1830 ara incorporated by reference In this contract. In the exacution of this contract, the contractor agree. to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the Stete highway egancv (SHA) and the Federal Government in carrying out EEO obliga- tions and in thsir revie.w of hislhar activities under the contract. b. The conUactor will eccept as his operating policy tha following statement: ~It is the policy of this Company to assure that applicants are employed, end that employe as are treated during employment, without regard to their race, religion, sax. color. national origin. ege or disability. Such action shall include: employment. upgreding, demotion. or uansfer; recruitment or recruitment edvertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship. preapprenticeship, and/or on-tha-job training. ~ 2. EEO Officer: Tha contractor will designate end maka known to the SHA contrscting officers en EEO Officer who will have the responsibility for and must be capable of effectively edministering and promoting an active contractor progrem of EEO and who must ba assigned edequate authority and responsibility to do so. 3. Di..emination of Policy: All members of the contractor's staff who ara authorized to hir., supervise, promote, end dis- charge employe.., or who recommend such ection, or 'IIho are substantially involvod in such action. will be made funy cognizant of, end will implement. the contractor's EEO policy and contrac. tuul responsibilities to provide EEO in each grade end classifica- tion of employment. TQ ensura that the above agreement will be P_l I I mQt. the following actions will be takan as a minimum: I a. Periodic me.tings of supervisory and personnal office employees will be conducted before the sts" of work and then not less ofton than onc. every six months, at which time the cOiltractor's E\;O policy and its impl.mentation will b. r.vi.wed .nd sxplaiMd. The meetings will b. conducted by the EEO Officer. I b. All new supervisory or personnel office employees will ~-----be given a thorough indoctrination byth8EEO--Officer. covering I all major aspects of the contrsctor's EEO obligations within thirty days following their reporting for duty with the conuactor. I c. All parsonnel who ar. eng.ged in dir.ct rscruitment for the projact will be instructed by the EEO Officar in the conuact- or's procedur.s for locating and hiring minority group amployaes. I d. Noticas lInd posters setting forth the contractor', EEO policy will be plecad in areas reedily sccessible to .mployees, applicants for employment and potentilll .mployees. I .. The contractor's EEO policy and the procedures to implement such policy will be brought to the attantion of employ- eas by meens of meetings, .mploy.e handbooks, or other eppropriat. means. I 4. Recruitment: When advertising for employee., the contrac- tor will include in aa advertisements for .mployees the notation: . An Equal Opportunity Employer.. All such advertisements will be plllcad in publications heving e large circuletion lImOng minority groups in the are. from which the project work force would normally be derived. I a. The contractor will, unle.. pr.cluded by e valid bargain- ing .gr.ement, conduct syst.matic end direct recruitment through public and private employee referral sources likely to yield qualified rrunority group applicants. To meet this -require- ment, the conUactor will identify sources of potential minority group employees, and .stablish with such identified sources procedures wher.by minority group applicants may be referred to the contrector for employment consideration. I I b. In the event the contractor has. vlllid bargaining agree- ment providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agr.ement to the extent that the system permits the contr.ctor's compliance with EEO conUect provisions. (The DOL has held that where implementation of such figreements have the effect of discriminating against minorities orwomen. or obligates the contractor to do the same. such implemantstion violates exscutive Order 11246, .s .mend- ed.) I I I 1:. The contractor wiD .ncoureg. his pr.sent employe... to r.fer minority group applicants for employment. Information end procedures with regard to referring minority group applicants will be discussad with .mpIoyees. I 5. Personnel Acti_: Wages. working conditions, and employee benetits .hall be established and administered, and personnel ections of every type. including hiring. upglading, promotion. uaMfer. demotion, layoff, and termination, shall be taken without regard to rac.. color. religion, sex. national origin, age Of disability. Tha following procldures shall bl followad: a. The conUactor will conduct periodic inspections of project sitlS to insurl that working conditions Ind employell facilities do not indicate discriminatory treatment of project site pelsonnel. . I I 1'00II.2 I b. The contractor will periodicelly Iivaluate the spread of wagea paid within .ach clasaificetion to determine any evidence of discriminatory wage practices. c. The contractor will periodically review .e1ected person- nel actions In depth to determine wheth.r there is lvidence of discrimination. Where evidencl is found. the contractor will promptly take corrective action. If the review indicate. that the discrimination may extend -beyond the eclion. reviewed, such correotive eotion shall include a1leftected person.. d~ The contrector will promptly investigate all complaints of alleged di.cririUMtion made to the contrlctor in connection with hi. obligation. under this conulct, will Ittempt to rnolve such complaints, Ind will take appropriate corrective Iction within I rlasonable tima. If thl investigation indicate. that tIte discrimination may effect persons other than the complainant. IIlch corrective Iction shall include ,uch other persone. Upon completion of each Investigation, the contractor will Inform IVlry complainant of eO of hi. aVlnu.. of appeal. 6. Training and Promo1ion: a. The contractor will as.i.t in locating. qualifying, and increasing the skl11s of minority group and wom.n employees. end applicl!nts for employment. b. Consist.nt with the contractor's work force requir.- ,ments and as permissible under Fedlral and State regulations, the contractor shall make fua use of training progr.ma. i.... appren- ticeship. and on-the-job Uaining programs for the geographical aree of contract performanc.. Where fe.sible, 25 percent of lIpprentices or trainees in each occupation .h.1I be in their first Yler of apprenticeship or training. In the event a .pacllll provi- sion for trllining is provided under this contract. thi. subpara- graph will be superseded as indicated in the .peciaf provision. c. The contractor will edvise employees and applicants for Imployment of avsilable uaining programs end enuance require- ments for each. d. The conUactor will periodically review the training end promotion pot.ntial of minority group and women employaes and will encourage eligible employees to apply for such training end promotion. 7. Unlone: If the contractor relie. in whole or in pert upon unions liS a source of employees. the contractor will use hlsther best efforts to obtain tht'l cooperation of such unions to increue opportunities for minority groups and women within the unions, and to effect referrals bV such unions of minority and femal. employees. Actions by the contractor either directly or through a contractor's association acting liS agent will include the proca- dures set forth below: a. The contrector will use best efforts to develop. in cooperation with the unions. joint training programs aimed toward quelifying mar. minority group mambars and women for membership in the unions and incrlasing thl skills of minonty group employee. and womsn so that they may qualify for higher paYIng employmant. b. The contractor wil! us. hest efforts to incorporate an EEO clause into each union sgreemant to the end that .uch union will be contractuelly bound to ref.r applicants withOut regard to their raCll, color. religion, sax. national origin, ege or disability. c. The contractor is to obtain information as to the fllferrel I I 1- I I I I I I I I I I I I I I I I practices end policie. of the labor u,uon except that to the extent such information is within the exclusive possession of tha labor union and such labor union raNles to fumilh such information to the contractor. the contrector Ihall 10 cartify to the SHA and shall .at forth whet efforta have been mada to obtain .uch information. d. In tha event the unio~ is unl~ble to pr~~de th~ contrac- tor with a reasonab/a flow of minority and women refe"ela within , th.-time,limit .et forth in the collactive-bargaining.agreemant,-the-- contractor wiD. through' independent recruitment efforts. fiR the employment vacancies without regard ,to- race, color. religion. sex. national origin, age or dilabiliry; maldng full efforts to obtain quelified and/Or qualifiable minority group persons and women. (The DOL has hatd that it ahall be no axcuse that th, union with which tha contractor haa II collective bargaining agraament providing for exclusive referral fa!!ad to refer minority amployaes.) In tha avent the union referral practice prevents the contrs~tor from meeting the obligations pureuant to Executive Order 11246. aa amended. and these Ipecial provisions. such contractor .haD immediately notify the SHA. 8. Selection of Subcontractors. Procurement of Materials and Ls..ing of Equipment: Tha contrelitor .hall not discriminata on the grounds of race, color. religion. sax, national origin, age or disability in tha selection and retention of subcontractors. includ- ing procurement of matarials and leasas of equipment. , a. Tha contractor shall notify all potantial lubcontractors end suppUars of his/her EEO obligations under this contract. b. Disadvantaged business anterprises (DSEl. as dafined in 49 CFR 23. Ihall have eqUal opportUnitY to comp'ete for and perform subcontracta which tha contractor entars into pursuant to this contract. Tha contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group end femala representation among thair employeas. Contractora .hall obtain lists of DBE construc- tion firms from SHA personnel. c. The contractor will use his best efforts to ensure subcontractor complianca with their EEO obligations. 9. Recordll and Reporta: The contractor shall keep such records as nacessary to document compliance with the E'EO raquiramants. Such racords shell ba retained for a period of three years following completion of the contract wo~ and .hall be available at raasonable times and places for inspection by autho- rized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority. and non-minority group members end women employed in each work classification on the project; (2) The progress and efforts being mede in cooperation with unions. whan applicabla. to incraase employment opportuni- ties for minorities and women; (3) The progress and efforts being meda in locating. hiring, training, quelifying. and upgrading minority and femele employees; end (4) Tha progress and efforts being made in sacuring tha sarvicas of DBE subcontractors or subcontractors with meaning- ful minority and female raprasentation among their employees. b. The contractor. wiUaubmlt an annual report to the SHA each July for tha duration of tho project. indicating the number of minority, women. and non-minority group employeell currently engaged in aach work e1asaific.stion required by tha contract work. ThIs information ia to bf,; rl3J)ortad on Form FHW A-1391. If on-tha job training ia baing ntquired by special provision, the contractor will be required to cellact and report training data. 10. NONSEGREGATED FACIUT1Es IApplicable to all Fedaral-aiel construction contracts and to all related subcontracts of $10,000 or more.) a. By submjssion of this bid, the execution of this contract or .ubcontract, or tha consummation of thii! matarial supply agree- ment or purchasa order. a. appropriata, the bidder. Fedaral-aid construction contractor, subcontractor. material supplier, or vendor. as appropriate, certifies that tha firm doas not maintain or provide, for ita employees eny eegregated fecilities at any of it. establishments. and that the firm does not permit its employees to perform thair sarvice. at any location, under its control. whare segregated facilitias are maintainad. The firm agraes that a IirallCh of this certification i. a violation of the EEO provisions of this contract. The firm further certifies that no amployee will be danied accass to adequate fa~ilities on the basi. of sex or disability. b. As used in this certification. the tann .segregatad facilitias" means eny waiting rooms. work areall. restrooms and washrooms. re.tsurants and other aating areas, timeclocks. locker rooma. and other storaga or dre.ling areas, partclng lots, drinlcing fountain.. recraation or entartainment Iraas. transpor- tation. and hoUSing facilities 'provided for ampIoYlles which are sagregated by explicit directive. or are, in filet. sagragated on the basis of race, color, religion. national origin. age or disability. bacause of habit. local custom. or otherwise. The only excaption will be for the disabled when the demands for accassibllity override le.g. disabled partclng). c. Tha contractor agrees that it has obtained or will obtain identical cartification from proposed subcontractors or matarial .uppliars prior to award of subcontracts or consummation of material supply agreements of $10.000 or more and that it will ratain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE IApplicable to ell Federal-aid construction contracts exceeding $ 2.000 and to all related subcontracts, excapt for projects located' on ro~~ay~ ~1~s8iried as Iocal roede or Nral minor collectora. which are exempt.) 1. Genaral: a. All mechanics and laborer. emploved or working upon tha .ite of the wo~ will be paid unconditionally and not lals oftan than oncl a week and without subsequent deduction or rebata on eny account (excapt luch payroll deductions as are parmitted by ragulations 129 CFR 3) issued by tha Secretary of Labor under the Copelend Act 140 V.S.C. 276clJ the full amounts of wages and bona fida fringa benefits lor cash aquivalents thereof) duallt time of paymant. The payment shall be computad at waga ratas not laas than those contained in the wage determi- netion of the Secretary of Labor /hereinaftar "the wage detarmi- nation") which is attached hereto and made a part hereof. regardless of any contractual relationship which may be alleged to exist betwaen the contractor or its subcontractors lInd suc:h laborers and mechanics. The wage detam'linauon !including any P_3 I I additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster lWH-13211 or Form FHW 1..-1495) sMlI be PCUltad at all times by the contractor and its subcontractors at the sita of the work in a promlnant and ll'ccessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reason- ably anticipated for b.on8 fide fringe benefits under Section 1 (bJ(2J of tha Dallis-Bacon Act (40 U.S.C. 276al on behalf of laborers o~ m;chanic;-.r. ca-ilsideri.cfw8ges p8ia to -such laborers or mechanics, subject to the prolliaJons of Section IV. paragraph 317, hereof. Also, for the purpose of this Section, regular contributio~s made or costs i!,!c!lrrad for more ~an a weekly period Ibut not lees often than qullinerlyl 'under plans, funds, or programs, which cove, the particular weekly period, are deemed to be constrUctively made or incurred during luch we.kly period. Such labor.rs and mechanics Ihall b. paid the appropriate wag. rate and fringe benefits on the wage d.tarmination for th. cl.ssification of worle actually performed, without regard to skill. except a8 prollided in paragraphs 4 end 5 of this Section IV. I I I I I b. Laborars or mechanics performing work in more than one classification may be compeflsiltid at the rata apacifi:d fer a:en classification for the time actually worked therein. prollided. that the employer's payroll records accur.ately set fonh the time spent in each classification in which work is performed. I. I c. All rulings end interpretations of the Dallis-Bacon Act end related acts contained in 29 CFR " 3. and 5 are herein incorporated by ,eference in this contract. 2. Cla8sification: I a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not liatad in tha wage determination. shall be classified in conformance with tha wage determination. I b. The contracting officer shall approve an additional classitication, wage rate and fringe benefits only when the following criteria heve been met: I (1) the work to be performed by the additional classifi- cation requested is not performed by s clessification in the wage determinetion; I (2) th. additional classification is utilized in the area by the construction industry; I (31 the proposed wage rate, including any bona fide fringe benefits, bean a reasonable relationship to the wage rates contained in the wege determination; end I (4) with respect to helpers, when such a clessification prevails in the area ill which the work is performad. I c. If the contractor or subcontrectors, ea appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their reprasentatives, and the contract- ing officer agr.e on the classification and wage rete (including the emount designated for fringe benefits wherll appropriate). 41 repon of the action teken shall be sent by thll contracting officer t~ the DOL. Administrator of the Wage and Hour Division, Employmant Standards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representa- tive, will approve. modify, or disapprove every additionel classification action within 30 days of receipt and 80 advise the contracting officer or will notify the contracting officllr within the 30-day period that additional time is necessary. I I I '.. d. In the lIvent tho contractor or ulbcontriil<:tors. as appro- priatll. thlllleborers or machamol!! tn be el'"Ploye~ in the additional classification or the., representatives, and tha contracting officer do not agrelll on the prC/posed cla~ficatiol'l and wag. rate (inclUding the emoUllt desigfll!lted for fringe henefits, wherll appropriate), tha contracting officer sl1a1i refG;' the qUestion.. including the views of ell interested parties and tha racommenda- tion of the contractil1\J officar, to the Wage end Hour Administra- tor for -determination: Said '-;dministrator. or sn- authnrized representative, wI/I is.ue 41 determination within 30 days of receipt end so advise thG cantracting officer Of will notify the contrlcti'lg officer within the 3O-day period th~t additional time is necessary I. The wege ratll (including fringo benefitll where Ippropri- ate) dlltermined pursuant to parlgraph 2c or 2d of this Section IV shall be paid to all workers parforming work in the additional classification from the first day on which work is performed in the classification: 3. Psyment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for I class of laboref1l or mechanics includes a fringe benefit whioh i. not expraseed al an hourly rate, the contractor or subcontractor.. as appropriata, shall either pey the benefit IS stated in the wege determination or shall pay another bons fide "fringe benefit or an hourly clltle equivalent therllOf. b. If the contractor or subcontractor, a. appropriate, does not make payments to a trustee or othlr third person, he/she may conaider as a pan of the wage. of Iny leborer or mechanic the amount of any costs reallonably anticipated in prolliding bona fide fringe benefits under a ptan or program, prollided, that the Secra- tary of Labor he. found, upon the written request of the contrlc- tor, that the epplicable standards of the Dallil-Bacon Act havII been met. The Secretlry of Labor may require the contrector to let aside in a separete eccount essets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees IProgrlms of the U.S. DOll and Helpers: a. Apprentices: (1) Apprlntices will be permitted to work at less than the predlterminad rata for the work thay performed when they ere employed pursuant to and individually registered in a bone fld, epprenticeship program rogistered with the DOL. l&nploy- ment.nd TraiNng'Administretiori,-Bureauof Apprenticeship and Trlining, or with a Ststs spprenticllship agency recognized by the Buresu, or if a penon i. employed in histher first 90 deys of probationary employment IS an apprentice in cuch In apprentica- ship program, who is not individually registetad in ,the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Ipprenticeship sgency lwhere eppropriatel to be eligible for probationary employment IS en apprentice. (21 The ellowable rlBtio of epprllntices to journeyman- level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the "ntire work force undor the registered program. Any llImployell listad on /I payroll et an apprentice wllge rate, who is not regis- tlJreod or Cltherwise employed as stated above. shall be paid not less than tha applicable wage rIte listed in the wage detarmina- tion for the classification of work ectually performed. In addition. eny appreAtice performing work on the job site in exceSM of the ratio permitted under the registered program shall be paid not less I I than the applicable wage rate on the wag. determInation for the work actually performed. Where a contractor or subcontrector is performing construction 011 a project in a locality othar than lhat in which its program is registared. the ratios and wage rates (expressed in percentages of the joumeyman-Ievel hourly ratel specified in the contractor'a or subcontractor's registered program shall be obs.rved. I .1 (31 Ev.ry appr.ntice must be paid at not less than the rate specified in the registsred progrem for the apprentic.'s leval of progr.... expressed aa . perc.ntage of the journeyman-level hourly rate specified in the applicabla wage datermination. Appr.ntices shall be pa;d fring.'b.nefits in accordance With the provisions of the apprentice, hip program. If the apprenticeship program does not sp.cify fringe benefits. apprentices must be paid the full ,mount of fringe benefits listed on the waga determi- nation for the applicllble classification. If the Admini'tretor for the Wage and Hour Divilian determines that a different practice prevails for the spplicable apprentice classification. fringes shall be paid in accordance with thet determination. I I I (41 In the IY4tnt the Bur".u of Apprenticeship snd Training. or a Stats apprenticeship agency racognized by the . Bureau, withdraws approval of en .apprenticeship program. tha contractor or subcontractor will no longer be permittad to utilize appranticasat lall than the applicable predetermined rate for the comparsble work performed by regular employees until an acceptable program is approved. I I b. Trainees: I (1) Except IS provided in 29 CFR 5.18, trainees will not be permitted to work It le88 than tha pred.tarmined rat. for the work p.rformed unl.ss th.y ar. .mployed pureuent to Ind individually r.gistersd in I program which has received prior Ipproval. lvidenced by formel c.rtification by the DOL. Employ- m.nt and TraiNng Administration. . I (21 The ratio of trainees to journ.yman-I.vel .mployees on the job lita shall not b. greeter than p.rmitted under the plan approved by the Employment .nd Training Administration. Any employ.e listed on the payroll It I trlinee ratl who is not regis- t.red Ind plrticipating in I trBining plan approved by the Employ- m.nt Ind Training Administration shall b. paid not less than the applicable wage rate on the wag. determination for the classifi~ tion of work actually p.rformed. In eddition. any trainee perfonn- ing work on the job sit. in excess of the ratio p.rmitted und.r the registered program shall be plid not less than tha Ipplicllble waga nita on the wege determination for the work Ictually perlcirme<l. . I I I (31 Every trBinae must be paid at not les. than tha rate sp.cified in the epproved program for his/her level of progress, expressed es a percentlge of the journeyman-Ieval hourlV rata spacifiad in tha applicable wlge determination. Trainees shall b. paid fringe benefits in Iccordance with tha provisions of the trlinee program. If tha trBinee program does not mention fringe benefits, traineu shan be paid tha full amount of fringa benefits listed on the wage determinetlon unless tha Administrator of tha Waga and Hour Division determines that there is In apprantice- ship program lIssocisted with the corrasponding journ.yman-lavel wage rate on the wage determination which provides for less than full fringe benefits for apprentices. in which case such trainees shell receive the sama fringe benefits as apprentices. 'I I I I (4) In the event the Employment end Training AdmiNs- tration withdraws approval of a training program. the contractor or subcontractor will no longer be permittad to utiliza trainees at I less than the applicable predetormined rate for the work per- formed UNtil an IIc:coptable progfllm ill approved. (;. Helpelr~: Helpers win be pamui:ted to work un 8 projact if the helpet claalificetlon is specified end defin49d on the applicable wage determination or ia approved pursuant to tha conformance ~rocedur8 set f(lrth in Section IV.2_ Any worker Ii.ted on a peyroll at a helpar wage r.te, who ifl not II helper under a approved definitiG~. sh!l.ll be peid rjot ,... th~n the appllcabl. wage rato on the wsge datam'lination for the claSSIfication of work actually performad. ' 5. Apprentice. and Tra/ne.. IPrograms of the U.S. DOT): Apprentices and trainees working undar apprenticeship Ind skiU training programs which have been certified by the Secretsry of Transportation lIS promoting EEO in connection with Federal- aid highway construction programs 1Il1i1 not subject to tho require- ment. of paragraph 4 of this Section IV. The strBight time hourly wage r8ta. for apprentice. .nd traina" under such programs will be .stabliahed by the particular programs. The ratio of apprentic- es Ind trainaes to journaymen shall not be greater than permitted by tha term. of tha plrticular program. 6. Withholding: The SHA shall upon its own action or upon written request of en authorized representaove- of the DOL withhold. or cause to be withheld. from tha contractor or subcontractor und.r this contract or Iny other Federal contract with the same prime contractor. or Iny other Federelly-assisted contract subject to Divis-Bacon prevailing wage requirements which is held by the same prima contractor. a. much of the accrued peyments or advances as may be considered necesslry to pay laborers end mechanics. including apprentices. trainees, and helpers. em- ployed by the contractor or any subcontractor tha full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic. including any apprentice. trainaa. or helper, employed or working on the site of the work. all or pert of the wages rllqulled by the contract, the SHA contracting officer may. after writtltln notice to the contractor. take such action IS may be nacessary to cause the suspension of eny further paymant, advance. or guarantee of funds until such violations have caasad. 7. OVertime Requit.menU: No contractor or subcontractor contracting for any part of the contract worit which may raquire or involve the fmploy- ment of laborers, mechanics. watchman. or guards !including apprenticas. trainefls. end helpers described in paragrephs 4 and 5 above) shllll requira or permit any I..borar, m.chanic, wetch- man. or guard in lIny workweek in which he/she is employed on such work. to work in IIXCSSS ef 40 hours in such workweek unless such laborar, mechanic. watchman. or guard recaives compensation at I rete not less than one'lInd-one-half timas hiather basic rate of pay for all hours worked in excess of 40 hours in such workwaak. 8. Viol.tion: liability for. Unpaid Wag.s; liquidated Damages: In the event of any violation cf the clausa sat forth in paragraph 7 above. the contractor and any subcontractor r~sponsiblG thereof shan be liable to the sffected employee for his/her unpaid weges. In addition, such contractor snd subcontrector shall be iiable to P_& 1 I the United State. (in the ce.e of work done under contract for the District of Columbia or a territory. to such District or to such territory) for liquidated damage.. Such liquideted damags. shall be computed with respect to each individual labor.r. machanic. watchman. or guard employed in violation of thfl clAusa set forth in paragraph 7. in the sum of $ 1 0 for each calandar riay on which such emp/oyee wa. required or permitted to wort.. in oxcess ~f tha standard work week of 40 hours without psvment of the overtime weges required by the cleusa set forth ili psregraph 1. -I I 9. Withholding for Unpaid Wage. and Uquidatad Camage.: I' Tha SHA shall upon its own action or upon wntten request of any authorized raprasentative of the DOL withhold, or cause to be withheld. from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Faderel contract with ths same prime contractor, or any other Federally-allisted contract subject to the Contrect Work Hours and Safety Standards Act. which is held by the same prime contractor, such sums as may be determined to be necesaary to satisfy any Iiabilitias of such contractor or subcontractor for unpaid wagills aM Iiquideted demagell es provided in the clau.. set forth in paragraph 8 above. I 1 I V. STATEMENTS AND PAYROlLS (Applicable to 11I1 Federlll-aid construction contracts exceeding $2.000 and to all related subcontracts. exeapt for projects located on roadwaye classified as local roads or rurlll collectors. which are exempt.) I 1. Compliance witfI Copaland Regulatlons 129 a:R 31: I The contractor shllll comply with the Copllland Regulations of the Secretary of Labor which are herein incorporated by refer- ence. I 2. Payrolla 8ftd Plyroll Racorda: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work end preserved for a period of 3 yeers from the dete of completion of the contract for all laborers, mechanics. spprenticas, trllinees. w.tchmen, helpers, and guards working at the site of the work. I 1 b. The peyroll records shall contain tha name. social security number. and lIddress of each such employ.e; his or her - - correct cl~s~ificll~o~; _~ou~y. r,tes of wages paid (in~uding rates of contributlons or costs antlClpatad 'or bona fide fnnge benefits or cash equivelent thereof tha types described In Section 1 1b1l211B) of the Davis Bacon Act); daily and waekly number of hours worked; deductions mada; and IIIctual wages paid. In addition, 'or Appalachian contracts. the payroll racords shall contain a notation indicating whethar the amployee does. or does nolo normally resida in the labor area lIS defined in Attachment A, paragraph 1. Whenever the Sacretary of Labor, pursullnt to SlSction IV, p"egreph 3b. hllS found that the wages of any laborer or machanic include the emount of any costs reesonably anticipated in providing benefits under a plan or program de. scribed in Section 1 1b1l21lB) of the Davis Bacon Act. the contrac- tat end each subcontractor shall maintain records which shclw thIIIt the commitml'nt to'provida such benefits is enforceable, that the pi In or progrsm is financially responsible. that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benafits. Contractors or subcontrac' tors employing apprentice. or trainaes u~er approved programs I 1 I I I p_e I shdlmaintllin writtan I'lvicJol1ca of the registration 01' llpprenticeo and tri1,i~8es. Dad ratiQI! end wago rate. prascnbsd in tha applicablo progfam~. G. Each contract",",' and f,Ut!'''Ciotfactnr shall h.1illish. each wesk in whil:h ~n\l corMact \'.mrt ill performed, to ths SHA rssident anginaer (I pllyroll Qf wago'! f1l11id each of its employees (including apprenticas, tr6inoe., ancfhelpers, described in Section IV, plllrsgrapM-4 ,,~'S, /ired wfltC'lunen and guards engaged on work during the precedin~ weeldy payroll periodl. TIle payroll submitted shall 'Ilet out j;j'.:.:;urlll~lv Iind completely all of the inform.tion raquired to be maintmined undlllr pllfagfllJlh 2b of this Section V. This ii'lfonnation mry be submitted in any form dasired. Optional Form WH.347 illwailable for this purpo'G and may be purch..ed from thlt Superintandent of Documents (Federal etock number 0:'<9-00S-0014-1), U.S. Govamment Printing Office, Washingtofl, D.C;. 20402. TIle prime contractor i. rasponsible for thIII submisaion of copies of payrolls by ell subcontractors. d. Each payvoll iubmitted shaD be ec;companied by a .Statament of Compliance. . signed by the contractor or aubcon- tractor or histher agent who pays or supsrvisas the payment of the persons employed- undor thG contract and shall certify the following: (1) thet the payroll for the payroll pariod containe the information raquired to bfl maintained under peragraph 2b of this Section V end that such informllltion is correct and complete: (2) that such laborer or Mechanic /including each helper. apprentica. and trainee) amplo'flld on tha contract during the payroll period has baan peid tha fun weekly wagos aamed, without rebata, either directly or illdirectly, and that no deduc- tions hava bean mada aithor directly or incliractly from the full wages aarned, other than pennissible deductions as set forth in the Regulations. 29 CFR 3; (3) that aach laborer or mechanic h.. been paid not less that the applicable wage rata and fringe benefits or cash equiva- lent for the classification of worked "erformed. as specified in the applicabla wage datermination incorporated into the contract. a. The weakly submission of a property oxecuted certifica- tion set 'orth on the raverSll side of Optional Form WH-347 shall eetistv the requirement for submission of the .Sulement af Compliance. raquired by raragraph 2d of this Saction V. 1. The talsifillation c;,f cny M the above certification!' may subject the contractor tc civil or criminal proSllcutiorl under 18 U.S.C. 1001 and 31 U.S.C. 231. - g. The contrectar or subcontractor shall make the records required under paragraph 2b of thill Section V aveilable for inspaction, copying. ar transcription bV authorized representatives of the SHA, the FHWA, Of the DOL. IInd shall permit such repre- santatives to interview Ilmployee. during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make thom available, the SHA, the FHWA, the DOl. or all may. after writtsn notice to the contrsctor, sponsor, applicant, or owner. take such actions as may ba necessary to causa the suspension of any further payment, edvance, or guarantee (if funds. Furthermore, failurs to submit !he r~quir6d tecords up...n request or to make 8uch racords available may be grounds far debarment action pursuant to 29 CFR 5.12. 'III. RECORD OF MATERIALS, SUPPUES. AND LABOR 1 I 1. Or. all Fed.ral-aid contract!' on the National Highway System, except thoa. which proVIde solely for the in5talltltion of protective devic.. at r.llroad .grade crosaings, thoss which are conatructed on a force account or direct labor basIs, highwIIl'l' beautification contracts, and contracts for which the total final - cClnfltNction cost for roadway and bridge is lass than $1,000,000 123 CFR 635) the contractor shall: 1- -I a. Become familiar witlt the list-of specific materials and supplies contained in Form FHWA-47,..Ststemant of Materials and Labor Used bV Contractor of Hig!'tway Construction Involv.ng Federa' Funds,. prior to the commencement of work under this - contrect. 1 I b. Maintain a record of tha total cost of all materials and supplie. purchasad for and incorporated in tha work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in tha units ahown on Form FHWA.47. I c. Furnish, upon the complation of tha contract, to tha SHA rasident engineer on Form FHWA-47 together with the data required in par!lgraph 1 b ralative to materials and supplies, a final labor summary of all contraet work indicating the total hours worked and the total amount aarned. 1 2. At the prime contrector's option, aither a single report covering ell contract work or separete reports for the contractor and for each subcontract shall b. submitted. I VII. SUBlETTING OR ASSIGNING THE CONTRACT I 1 . The contractor shall perform with its own organization contract work amounting to not Ie.. than 30 perc.nt lor a greater percentage if specified a1sewhere in the contract) of tha total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of eny such specialty items per- formed may be deducted from the total original contract prica before computing the amount of work required to ba performed by tha contractor's own organization 123 CFR 635). I I e. .Its own organization. shall ba construad to include only workers employed and paid directly by the prima contractor and equipment ownlld or rented by the prime contractor, with or without operators. Such term does not incfude employees or equipment of a subcontractor, assignae, or agent of the prime contractor. I I b. .Specielty Itams. shall ba construed to be limited to work that require. highly sp.cialized knowledg., abilities, or equipmant not ordinarily av.ilabl. in the type of contracting organizations qualified and expected to bid on the contract as . whole - and in general are to be limitad to minor components of the overall contr.ct. I 2. The contract fi/11ount upon which the requiremants ..t forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the c:ontractor under the contract provisions. I 3. The eontractor shall furnish (al a Ciompetant superintendent or suparvieor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements. and is in charge of all construction operations Iregardless of who performs tha workl and Ib) such other of its (lwn orgl'inizational resourcos Isupervision, managament, Sind engIneering sarvicesl as the SHA contracting officer determines is necessary to assure tha performance of the contract. I I I 4. No portion of the contract .hall bill sublet, assigned or otherwise clis!2o!llfld "t except with the writtan consent of the! SHA contracti"'lI officer, or autltorizad repres.ntative, and such consant whet. giveN shall not ba coMtNlld to raliev. the contractor of any r.eponsibility for the fulfillment of tIta contract. Written consentJNiII be given or-dy after the SIiA ha. liIslured thet IIse/\ subcontfflct is llvidanced in writing and that it contains all pertinant provi=ions and requirementa of th~ prime contract. 1/111._ SAFETY: ACCiDENT PREVENTION t. In the pfJrformance of this contract the contractor shell comply with all applic:sble Federal, State, and local laws govern- ing safety, health, and sanitation 123 CFR 635). The contractor shall provide ell safeguants, safety devices and protective .~ipmant and take eny other needed actions as it determines, or .. the SH.I. contracting officer may detarmine, to be rea.on- ably necessary to pro tact the life and health of employees on the job and tha .afety of the public and to protact property in connection with the p.rformance of the. work cava red by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor anters into purauant to this contract, that tha contractor and any subcontrac- tor shall not parmit any employee, in performance of tIta con- tract, to work in surroundings or under conditions which are unslIInitary, hazardous or dangerous to his/her health or safety, aa d.termined under constrUction safety and health standards 129 CFR 19261 promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours end Safety Standards Act 140 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of thla contract that the Secr.tary of labor or authorized representative theraof, shall have right of antry to any sita of contract perfor- mance to inspect or investigate the matter of complianca with tha construction safaty and health standarda and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safaty Standards Act 140 U.S.C. 3331. IX. FALSE STATEMENTS CONaRNlNG HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity WIth approved plans ~nd sp.cifications and a high degree of reliability on statements and rapresentations mede by angineers, contrlllctors, suppliers, and worker. on Federal-aid highway projects, it is .ss.ntial that all porsona concerned with tha project perform their functions as carefully, thoroughly, .nd honestly as possible. Willful falsification, distortion, or mjsrepre- .entation with respect to .ny fscts related to the project IS a violation of F.deral IlIw. To prevent any misunderstanding r.garding the seriousnesll of these and similar acts, the following liotice shl'lll be posted on each fed.r....aid highway prl'j.ct 123 CFR 635) in ene or more places where it is raadily available to all persons concerned with the project: NOTICE TO AU PERSONNEL ENGAGED ON FEDfiRAL.AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: .Whoever, bllinl1 an afficsr, lIgent, or IImp/oyee of tho UnitBd StlltllS, or of any Stat. Of Territory, or whoflvet", whethef a pMSon, IIssociation, firm, Of c:orpor,.tion, knowingly makBs any fslstl statflmllnt, 'S/SII fllprllSl1fIration, or false report 8S to the chlHactBr, quelity, quantity, Of cost of the matBrial used or to be uSBd, or the quentity Of quality of fh" work performlld ot to bit P_7 I I p~""nned, or thtil cnst therflOf in connection with thD suhmission of plMlfl, fflBP$, $jiflCifiCSOOM, confrects, or "osts of CONstruction on II/IY highw.y Dr re/.ted proieci submitted for epprovel to the Sacretary of Tr/lflSportetion; or ~ollver knowingly maleu 'ImY felslI stateintlnt, (./S(; f(jprll$fIII- -'stion, flllsll report or flllse cleim with respect to thlt ch,,,ecter, que/ity, quentity, Of (.ItJ$t of eny work performed or to be per- familld, or mateiilfia fumished or to be fumiM.d, in ct/nnsction with the COMuuCtitm of MY highway or re/eted project approved by the Seeretery of Transportation; or 1-- I 1 ~ev. knowingly mMU eny flllso stetllm."t or fels" repr".. 8Isntstion as to met.riel fBct in eny $tet_nt, certifiest., or report submitted pUf$uent to promioM of the FedersHid R6111ds Aet epprovlld July 1, '916, (39 Stet. 3551, a emended and supplllmtlltted; I I .Shen be fined not more that ItO,otX:! or imprisonod not more thQII 5 yeers or both. . X. IMPLElIIlENTAnCN Of "'...EA... AIR ACT AND FEDEP.A!.. WATER POUUTION CONTRot.. ACT I (Applicable to all Fedaral-Iid construction contracts and to ell related subcontrects of $100,000 or more.1 I By submieeion of this bid or the execution of this contract, or subcontract, as eppropriate, the bidder, Federal-aid constrUction contrsctor, or subcontrsctor, as eppropriate. will be daemed to have stipulated as follows: I 1. ..hat any facility that is or will be utilized in the performance of this contract, unle.s such contract is exempt under tha Clean Air Act, liS emended (42 U.S.C. 1857 !! !!!l.. as emended by Pub.L. 91-8041, and under the Federal Weter Pollution Control Act, as emended (33 U.S.C. 1251 !!!!!l., as amended by Pub.L. 92-5001, Exacutive Order 11738, and regulations in implementa- tion thereof (40 CFR 151 is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPAI List of Violating Facilities pursuant to 40 CFR 15.20. I I 2. That the firm aQraes to comply and remain in compliance with 811 the requirements of Section 114 of the Clean Air Act and SectiQn 308 of the Federal Water Pollution Control Act and all regulations and guidelines listad theraunder. 3. That the firm shall promptly notify the SHA of the recaipt of ~~~ IIny communication from the Director, Offica of Federel Activities, i::PA, indic~ting that" a faciliiythat is or will be utilizod for the contract is under consideration to be listed on thll EPA List of Violeting Facilitias. I I I ~. Thet tha firm egr.ea to include or cause to be included the .'Illquirementll of paragraph 1 through 4 of this Section X in every IIOnexempt subcontract, and further agrees to take such action - - 11$\ the govetnment may direct as a means of ar:'fqrcing such requirements. I XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INEUGIBlUTY AND VOLUNTARY EXCLUSION I~ 1. InGtructl_ for Certification - Primary Covered Tran..c- il_: (Applicable to sfl Federal-aid contracts - 49 CFR 291 I a. By signing and submitting this proposal, the prospective I p.' pl'lrnlllty p!lrticipant 18 l}foviding the certification set cut b"low. b. rhe inability of a person to provide the cartification set out below Will not necessanlv result in deni&! of participation in this covered trsnsllction. The proepectivfl particip"nt shall submit an explanation of why it cannot~providll the certification aet cut blJlow. The certification or explanation will be considlll~ed in connection with the depanment or agency's detarmirt8tlon whether to anter into this tranaactioo. However, feilunl of the prospectiva primarY participant to furnish a certification or sn lIxplanation shall disqualify such a parson from participation in this trensaction. c. The cartificllltion in this clause is a matarial repruaenta- tion of fact upon which reUance was pIeced when the department or agency determined tCl enter into thie transaetion. If it is later determined thet the prospective primary participant knowingly randered an erroneous certification, in addition to other remedies evaiJabla to the Fedaral Government, the department or agency msy tarminate this transaction for caU1il1l of default. d. The prolpecuvfJ primery participant .MlI provida immediata written notice to tha depertment or agency to whom this propcsal is submitted if any time the prospective primary participant laams that its certification wa. erroneous when submittad or has become erroneous bV reeson of changed circumstances. e. The terms. covared transactiog!,. -debarred,. .suspend- ed," "inaligibla." "lower tier covered trensacUon,. . participant, . .person," "primary covered transaction,. "principal,. .proposal" and .voluntarily excluded,. as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You mey contact the department or agancy to whioh this proposal is submitted for assiatance in obtaining a copy of tho.e regulations. f. The prospective primary participent agraas by submitting this proposal that, should the proposed covered transaction be entared into, it shall not knowingly enter into any lower tier covered transaction with a person wha i. dabarreet, sus~ended, declarsd ineligible. or voluntarily excluded from partiCipation in this coverild transaction, unlass authorized by the department 6r agency entering into this transaction. g. The prospective primary participant further agroes by submitting this proposal that it will include O\e clause tided .Cartification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-lower ner Covered Transection" provided bv'the (jllpartrilint or sgency entering into this covered tiansao- tion, without modification, in a1llowar tier covered transactions end in all solicitstions for lower tier covered transactions. h. A participant in 8 covered trsfisactiofi may rely upon a certification of e prospective partiClipent in e lower tier covered transection that is not debarred, suspended, ineligibla, or volun- tarily axcludad from the covered transsction, unless it knows that tha certification is errorteous. A penicipant may decide the method and frequency bV which it det~rmines mil eligibility of its principals. Each participant mey, but is not requirad to, check the nonprocurement portion of the OUsts of "arties Excluded From Federal Procuremant or Nonprocurement Progrems" (Nonprocure. mant Listl which is compiled by the Gonefa! Services Administra- tion. .. Nothing contained in the foregoing shall be construad to raquire establiahment of l!l system of records in order to rerooer in good faith the certification required by this clause. The knowl- I I I I I I I I I I I I I I I I I I I lilclgl3 and intOmNlltioli of participant IS not rsquirtld to excelJd that which ill normally pos.....d by a prudent poraon in the ordinary "coul"1la of b1Jsinefllll de.lings. _ J. Except l\"j transactions authorized und.r paragraph f of 'the~GiMtiuctionfl. if a participent' in -. cov.rad transaction knowingly antel'll into a lower tier covered transection with a. p61ljOn ~ho ie Il,!spe~~! d,~b~rr,ed. ineUgible. or volunterily "e!Ccluc:led from participation in this transaction. in addition to cnher'remedie. eVllllsble to the Federal Government. the depart- ment or agency mllY tenninate this transaction for coulle or , C1efault. . . . . . CertlfiClltiM Regarding Debarment, SlI8peMion. Inlaligibility and Voluntary ExclUllIcn-f'rinllItY Ccvor.d Transactions 1. The prl1cpective primary participant certifie. to thcl be.t of it. knowledge and belief. dlat it and its principal.: e. Are not presently debarrsd. suspended. proposed for debarment. declared ineligible. or. volunterily excluded from covered transactions by any Federel department or agency; b. Have not within a 3-year period prscoding this proposal been convicted of or had a civil judgement rendared against them "" eomm;,cion of frwd or a criminal offense in cOMection with obtsining. .ttempting to obtain. or performing e public IFederal. State or local) tranaaction or contract under a public transaction; violation of Feder. or State antitrust .tatutn or commission of erntlezZlement; theft. forgery, bribery. fal.ification or destruction of records. making fal.e .tatement.. or receiving stolen property: o. Are not presently indicted for or otherwise criminally or civilly charged by . governmanta' entity (Federal. State or local) with commission of .ny of the offenses enumerated in peragraph 1 b of this certific.tion; and d. Have not within a 3-year period preceding this applica- tion/proposa' had ons or more public tr.nsactions (Federel. State or I~cel) tenninated for cause or default. .-'2. Where ths prospective primary participant is unable to certify to any of the ItatemenUl in this certification. luch l'Irospectlve participant shall attach en explanation to this !Jro,,~..a1. ..... ,. '2.. Insuvcti_ for Certification - Low.r TIC' Cov.red Tr....c. ti~n.: (Applic.ble to all subcontracts. purchass orders end other lowsr tillr tren8llction. of $25.000 or mor.. . 49 CFR 29) "- II. By signing end submitting this proposel. the prospective 1C!\yer tier is providing the certification set out below. b. The certification in this cl.usll is e meterial rapresanta- lion of fect upon wNch reliance was placl!d whon this transac- dOfi .was; enter&d into. If it is leter determined that tI,e prospec. tlve lowar tier pertlcipant knowingly rendered an erroneous certificetion. in .ddition to other remadies aveilable to the Federel Government. the department. or egency with which this transac- 'don originated May pursue available rllmedies. including suspsn- 3ion and/or deDllnnent. c. The prospective lower tier participant she!! provid~ immadi.ce written notice to-the person to which thill proposal is submitted if at anv lime thlil pf(ll;pectiv8 lower tiCit PQrticip8n~ learns that its ce,l'jfic&tion wae: orraneou" by reSll~n of <:hangecl circumstances. d. The tanna .covered trP!\slI'.:iion. - edabarred. W ....uspend- - - ed: -ineligib'e.. .primary coverlK1' trensec'don. o-.I'larticipent;~. .perlon.. .principat.. .proposal.. ElM .volunUlrily ",xcludod." lie u.ed in this clause. have the masnings 8&t out in the Definitional and Coverage .ections of ru'eo implementing Exacutiv6 Order 12549. You may contact the per80n to which thi. proposal ill submitted for a..i.tanoe in obtaining fiI copy of those rs~lationtl, e. The prospective lower tier perticipant agrecis by submit- ting this proposal that, .hould the proposed covered tr.nsaction be entered into. it .hall not knowingly enter into any lower tier covered transaction with e person who ie deb.rred. 8u8pended. declared ineligible. or voluntarily excluded from participation in this cowred transaction. un/nil authorized by the department or agency with which this tran.action originated. f. Tha prospective lower tier participant further sgraes by .ubmitting this propo.al that it will include this clause titled .Certification Regarding Debannent. Su.pension. Ine'igibility end Voluntary Exclusion-l.ower ner Covered Transaction. ~ without modification. in all lower tier coverad transactions aind in sll solicitation. for lower tier covered transllctlons. g. A participant in a covered transaction may rely upon e certlfic.tion of a prospective participant in a lower tiar covered transaction that is not debarred. suspended. inefigible. or vatUI\-, tsnly excluded from the covered transaction. unle.. it !tnows that the certification i. erroneoue. A participant may decide t!le method and frequency by which it determines the eligibility of its principal.. Each participant may. but is not required to. check the Nonprocurement Ust. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render il"; good faith the certification requirlld by this clause. The knowl- edge and information of panicipant is not required to exce~ that which is nonnelly possessed by . prudent person in the orainary couree of bu.iness dealings. i. Except for trenaactions .uthonzed under paragraph II of the.e in.tructions. if Ii parti~pant in a covered '1rlllosactiol'l knowingly enters into a lower tier coverad transaction with Gi person who is suspended. debarred. ineligible. or voluntanly excluded from parti~jpation in this transaction. in addition to other remedies evailablfl to the Federal Goverr."nent. t~e depart- ment or agency with which thilti trsnll$ctiO!'i originllited ma,! pursue available remedie.. including suspension and/or debar- ment. CO" . .. CertifiClltlon Regarding Debarment, Suapenaion. Ineligibility alld Voluntary F.xclusiClfl--Lower rler Coverod Trane.ctioOl: 1. The prospactive lower ti&r particip.nt rGrtifielll. by submis, sian of this proposal, that neithar it nor its principels i. prasently debarred. suspeneled. proposed fardebannent. declarad ineligible. or voluntarily excluded from participation in this transaction by any Federal department or agancy. 1'10\1011 I I 2. Wholll! ti-.8 ~rosp.ctiv. low.r tillr participant ill unable to ClJrtify to llIny of the statam.nts ir. this cartification, such p7011peetiVQ psrticipant shall attach an .xplenation to this ji!'OPOSal. I . lit . . .. _:.~::o-:- 1 Xli. CiWfIRCA nON REGARDING USE OF CONTRACT FUNDS FOR LoaBVINCi! 1 (Applil.iobl. to all Fed.ral-sid contlltnlction contracts and to all related aubcontracw which IIXC.ed $100,000-- 49 CFR 201 I t. The pro\JPective participent certifies. by .igning and submit- ting this bid or proposal. to the b..t of hie or hllr knowledg. .nd belief. thst: I a. No Federallippropriated fund. have been paid or will be paid. by or on behalf of the und.rsigned. to any p.non for influ.ncing Of attempting to influ.nc. lin offic.r or .mploye. of any Fed.ralllQancy. a Mamber of Congr.... an officer or employ- .e of ConQ~ess. or an amployee of a Mamber of Congr..a in connection with tJ:la ewarding of any Federal contract. the. making of any Federal grant. the mllking of eny Federef loen, the entering into of any cooperative agreement. end the .xtension. continuation. renewal. amendment. or modlficetion of any Faderef contract. grant. loan. or cooperative agr..ment. 1- I b. If anv fundI' other than Fed.rlll appropriated funds have b..n paid or will be paid to any p.non for Influencing or att.mpt- ing to influence an officer or employee of any Fed.rel ag.ncy, a M.mb.r of Congr.... an officer 01 employee of Congr.... or an IImployeo of III Menmer of Congresa - in eonn.ction with this Fed.ref contrsct. grlllnt. loen. or coop.rative agre.ment. the und.rsigned .hall complet. and submit Standard Fonn-UL. .DI.cl~.ure Fonn to Report Lobbving.. in accordence with ita instrUctions. I I 2. Thi. c.rtification Is a mat.rief repr...ntation of fact upon which r.liance wa. placed when this transaction was made or entafed into. Submission of this certification Is a prerequisite for making or int.ring into this transaction impo.ed by 31 U.S.C. 1352. Any person who fail. to file the required certification shall be subj.ct to a civil panalty of not less than ., 0.000 IInd not mora than $100.000 for each such failure. I I 3. The prospectiv" participant also agrees by submitting his or hllr bid or propo'" that he or ahe shall re~lre that the language of this certification be Included In eft lower tier subcontract., which exc.ad $ t 00,000 and thet efl such recipients Ihall ceftlfy and disclose accordingly. I 1 1 I I I '_10 "h~__"'-~ _-""~ - ~ .--~ '- ~ ----~:::.-~-- ~~ ~ --. ~~.- I I ATlACHMENT A . EMPLOYMENT PREfERENCE FOR '. APPALACHIAN cONTRACTS (Applicable ~!J Aflpel!lchian contracts only.) I 1. During tha perfonl1l!lncQ of this contrect. the contractor ImdOI1I!i!dnllj to do work which is. or reasonably may be, done es on-sim ,^.toli(, sh4111 give prefersnce to qualified persons who regularly reside in- the Ilbor area IS designated by the DOL wharein the contract work is situated. or-the subregion. or the _ __~P-P-!!lIIS~~~~(I~~tias of tho S~t. wherein the contrect work is situotad. oxcept: ------ :-----~------------------- - ----~'" -::- I I 8. To the extent that qualified parsons regularly residing in tha erea ar. not available, I b. For the reeaonable needs of the contrlctor to employ supervisory or specially experienced personnel necessary to IlIssure an efficient Ixecution of the contract work. I c. For the obligltion of the contractor to offer employ- ment to presant or former employee. as the result of I lawful colleCltiw barg8ining contr.ct. provided thet the number of nonresident penon. Imployed under thill subperegraph 1 c shell .not exceed 20 percent of tha total number of employee. em- ployed by the contractor on the contract work, except as provided in subparagraph 4 below. I I 2. The contractor shllll place" e- job order with the State Employment SaMce indicating la) tha c1ll1sificauon. of the lli'li3orcrII. mechanics Ind other employees required to perform the contract work. lb) the number of employe.. required in each classification. Ic) the data on which he estimates such employees will be required. and ld) any other pertinent information required by the Stste Employment Service to complete the job order form. The job order may be placed with the State Employment ServicI in writing or by telephone. If during the course of the contract work. the information submitted by the contractor in the originlll job order is sublltantielly modified, he shall promptly notify the Stat.. Employment Sarvice. I I I 3. Tho contractor IIhall give full consideration to 1111 qualified job lIPl'licants referred to him by the State Employment Service. 'i"he contractor is not raquired to grant amploymant to any job applicants who, in hill opinion, are not qualified to perform the classification of work required. I 4. It, within 1 weak fOllowing the placing of . job order by the contractor with the Stata Employment Servi9_~. the S~"t~ EmpI!JY- mont SOMce is unable to refer eny quelified job opplicenta to the conUDctQr, orles. then the number requasted. the State Employ- ment Service will forward a certificete to the contrector indicating the unavllilabllity of F"pticants. Such cartificate IIhall be mode a pert of the contractor's permanent projlct records. Upon recaipt of this certificete, the contrector mli'f employ persons who do n(lt norrnlllly reside in the labor area t~ fiU positions covered by the i::ortificatll, notwithstanding the provisions of subparagraph 1 c Ibove. I I I 5. The contractor IIh"1I1 include the provisions o( Sections "' through 4 of thill Attachmant A in avery lIubcontract for work which is, or reellonebly may be, done as on-site work. I I I '_II I-"-:~:-=Jl-:-::-:Tne contractor,-sulJrecipient or,suocontractor shal[not CfiScIiillinate 9n-flje.-Qasi_soofracfi;(;oJQr,_~~!lOnaJorig;h,~oLsex -- --9- --in the- performance-ofthis-contract:. The-contractor shall-carry-out- app I icable-req uirements of 49-GFR .Part -16-in-~ 1H the award and administration of US DOT-assisted contracts. Failure by the contractor to carry 6iJnhese requirements 11 is a material breach of this contract which may result in the termination of this <:ontract or such other re~edy.a~ 12 the recipient deems appropriate. ""0' --.~,-=-~- .- I I " I ...., /:, 3 I .{. t; I s ( 1 1 1--- I I 2~ 23 24 25 26 27 28 -i!.9 30 31 32 33 34 35 36 :;'1 38 39 4Cl 41 42 43 44 45 46 I I I I I I I I 1 AMENDMENT REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) . U!1d~rSection II, P~I:agraph 8\> is revised as follows: The reference to 49 CFR 23 IS revised to read 49 CFR 26. - -~ --- ~ -~- ---- -.- ~---=--,.,..-~-- +'-:;.."::- ':;::';;:',:;~ --- -- -- --::....-": .~--~- Under Section II , Paragraph 8b is supplemented with the following: ~~ ---~-- .. -"""'_-:-_~": - ~ _~~_~_.....~,~~_~~~~~ _.__........- "'_~ ~_"~~_~~~.-.. ~1~_~ ~~__ ~ _____._ _ _~___ 13 14 15 Under Section II, in accordance with standard specification 1-08.I(A) and applicable RCWs a new paragraph 8d is added as follows: 16 17 'i8 19 20 2~i The contractor or subcontractor agrees to pay each subcontractor under this prime contract for s~tisfact6ry performance of its contract and/or agreement no later than ten (10) days from the receipt of each payment the prime contractor receives from WSDOT or its subrecipients. The prime contractor agrees fiJrther to -return re~ai~age'-- payments to each subcontractor within ten (10) days after the subcontractor's work is satisfact::lrily completed. Any delay or postponement of payment from the above referenced tIme frame may occur only for good cause following written approval of the WSDOT. This clause covers both DBE and non-DBE contractors. .. --~ - Under Section IV, Paragraph 2b(4) IS deleted. Under Section IV, Paragraph 4, "and helpers" IS deleted from the title. Under Section IV, Paragraph 4a(1), add: The proviSions in thiS section allowing apprentices to work at less than the predetermined rate when they ?Ire registered in a bona fide apprenticeship program registered With the U.S DElpartn1cnt of Lab6( Employment and Training Administration, or with the Bureau of Apprenticeship and TrainIng, does flot rm;l01ude.a requIrement for the Contractor to pay apprentices the full applicable predetemlined rate In the event a State Apprenticeship Agency, recognized by the Bureau, has not approved, or Withdraws approval, of an apprenticeship program. Under Section IV, Paragraph 4c IS deleted. Under Section IV, Paragraph 6 IS revised by deleting "helpers" and "helper" Under Section IV, Paragraph 7 is revised by deleting "h0Ipers". Under Section V, Paragraph 2a is revised by deleting "helpers". Under Section V, Paragraph 2d(2) is revised by deleting "helper". Amendment to Form FHWA 1273 ReVised December 2, 2002 I _I_- I I DIVISION 2 EARTHWORK - T - REMOVAL OF STRUCTURES AND OBSTRUCTIONS ---Measurement- - ___ ______u_ -- _ ----- -------- - ---- --- I__~u_ .~_ ___~.~~~_~~_- 2 ~~2 ~ ~s~~pp le~~_~ted_~~~_ th~~!~llo~~~g; - ::=~~:~_:- ~=~_~ ~~::=~:~~~ _~=-=~= ~_~ ~ ~~~==__~__ ~_-__ ______: (October 25, 1999) Sidewalk removal will be measured by the square yard. I I I I I I I I I I I I I I (September 8, 1997) Curb removal will be measured by the linear foot. Payment Section 2-02.5 is supplemented with the following: (November 3, 1999) "Remove Cement Concrete Sidewalk", per square yard. (September 8, 1997) "Remove Cement Concrete Curb and Gutter", per linear foot. ROADWAY EXCAVATION AND EMBANKMENT Measurement (******) Section 2-03.4 is revised by following: The third, fourth and fifth sentences of the first paragraph are deleted. 0407_03 Part03.doc [Revised March 2008] III - 35 0407_03 Part03.doc [Revised March 2008] III-36 I I I I I I I I I I I I I I I I I I I DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS STORM SEWERS Payment (******) Section 7-04.5 is supplemented with the following: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full payment for pavement sawing, pavement removal, excavation and disposal of excavated material, controlled density backfill, pavement restoration, connection to existing structures, and restoration of any other existing facilities damaged or destroyed during construction . MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS Materials (******) Section 7-05.2, Materials, is supplemented with the following: Grates and solid covers shall be standard bolt down type. Construction Requirements (******) Section 7-05.3, Construction Requirements, is supplemented with the following: Where shown on the Plans, or directed by the Engineer, the Contractor shall install catch basin of the type indicated In the plans. Curb inlet hoods and catch basin grates shall have stamped on them the words "Drains to Streams", Measurement (******) Section 7-05.4, Measurement, is supplemented with the following: Type I Catch Basin with Curb Inlet Frame & Grate will be measured per each. Payment (******) Section 7-05.5 Payment, is supplemented with the following: "Type I Catch Basin with Curb Inlet Frame & Grate", per each. Pavement sawing, pavement removal, excavation and disposal of excavated material, controlled density backfill, pavement restoration, and restoration of any other existing facilities damaged or destroyed during construction, for "Catch Basin Type /, with Curb Inlet Frame & Grate", is considered incidental and shall be included in the unit contract price. I I I I I I I I I I I I I I I I I I I DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROL AND WATER POLLUTION CONTROL Measurement (******) --The: fT rst ~-senteAce of-seCtIon -8~O 1 A is -deleted~ - - -~- - - - -, Payment (******) Section 8-01.5 is revised as follows: "ESe Lead", per day is deleted The work performed by the ESe Lead shall be included in the unit contract price for "Inlet Protection". CURBS, GUTTERS, AND, SPILLWAYS (******) Payment Section 8-04.5 of the Standard Specifications is supplemented with the following: Pavement sawing, pavement removal, excavation and disposal of excavated material, backfill, pavement restoration, and restoration of any other existing facilities damaged or destroyed during construction, for "Cement Cone. Traffic Curb and Gutter", is considered incidental and shall be included in the unit contract price. Cement Concrete Sidewalk Construction Requirements (******) The fourth, fifth, and sixth paragraphs of Section 8-14.3(3) are deleted and replaced with the following: The sidewalk ramps shall be as specified in the plans. The detectable warning panel installed in each ramp shall be yellow 24"x48" "ADA Replaceable Tiles" available locally at United Rentals. Payment (******) Section 8-14.5 is supplemented with the following: Payment for any item in this section shall include excavation and disposal of excavated material, application of soil residual herbicide, backfill of voids required for forming, restoration of any other existing facilities damaged or destroyed during construction, adjusting the existing water valve box to finished grade, and relocation of the existing stop/street name sign. 0407_03 Part03.doc [Revised March 2008] III - 37 I I I I --I-n--- -- -- - - -- I I I I I I I I I I I I I I PART IV ATTACHMENTS PW 407_04 Part04.doc [Revised March 2008] I I I I 21~~'~_ .=c :.= -~~- ~.~;..' :'~~-['C'~=c;::~~~~~:~c;;;;:=;~:~:i;~~--:V ;~:;=;a~~;-;:~Z~~~~~~~~::~~~'.= ~~~;_-~~~~_~DC :.'-~'=-='~~:: ~-- Attachment A I I I I I I I I I I I I I I PW 407_04 Part04.doc [Revised March 2008] I State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage SectIOn - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 I Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here Include both the hourly wage rate and the hourly rate of fnnge benefits On public works projects, workers' wage and benefit rates must add to not less than thiS total A bnef description of overtime calculation requirements IS provided on the Benefit Code Key I CLALLAM COUNTY Effective 03-02-08 *********************************************************************************************************~ (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code ~ode Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $36 24 1H 50 BOILERMAKERS JOURNEY LEVEL $50 33 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $43 75 1M SA CABINET MAKERS (IN SHOP) JOURNEY LEVEL $1467 CARPENTERS ACOUSTICAL WORKER $4391 1M 50 BRIDGE, DOCK AND WARF CARPENTERS $43 75 1M 50 CARPENTER $43 75 1M 50 CREOSOTED MATERIAL $43 85 1M 50 DRYWALL APPLICATOR $43 79 1M 50 FLOOR FINISHER $43.75 1M 50 FLOOR LAYER $43 75 1M 50 FLOOR SANDER $43 75 1M 50 MilLWRIGHT AND MACHINE ERECTORS $44 75 1M 50 PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43 95 1M 50 SAWFILER $4375 1M 50 SHINGLER $43 75 1M 50 STATIONARY POWER SAW OPERATOR $43 75 1M 50 STATIONARY WOODWORKING TOOLS $4375 1M 50 CEMENT MASONS JOURNEY LEVEL $36 24 1H 50 DIVERS & TENDERS DIVER $8575 1M 50 8A DIVER TENDER $44 22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $44 59 1T 50 8L ASSISTANT MATE (DECKHAND) $44 08 1T 50 8l BOATMEN $44 59 1T 50 8l ENGINEER WELDER $44 64 11 50 8L LEVERMAN, HYDRAULIC $46 21 1T 50 8l MAINTENANCE $44 08 1T 5D 8l MATES $44 59 1T 50 8l OilER $4421 11 5D 8L DRYWALL TAPERS JOURNEY LEVEL $43 59 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $937 I I I I I I I I I I I I I I I Page 1 I I CL~LL~IYI COUNTY Effective 03-02-08 I *****************************************************************~*~************************************** 1 ClaSSification ~ --.0...-::- - PREV~ILlNG WAGE, (See Benefit Code Key) Over Time Holiday Note Code Code Code ELECTRICIANS - INSIDE - CABLE SPLICER $55 05 1 E SA CABLE SPLICER (TUNNEL) , $58 86 1 E SA CERTIFIED WELDER $53 16 1 E SA 1_ --= :c__c-,.~_.__".. C.E:./iTIF IE,D.. W,ELDE;BJIU,~~EL)., ,"- ~:c; - . ".:c=~~.;i,:~:.:c""': :':,",-".,::.' h~.C':::: ":.c..-;,,,.,.:-c:..:c::::$57:.:15 :"'._=7 -. :cc:.:_, ..oJ E_-c"-,-==SA",,, - ,:o;.7--,,:.:...=-."":'o:..~:: =- '.' :,'C..: ." CONSTRUCTION STOCK PERSON $28 83 1 E SA JOURNEY LEVEL $51 25 1 E SA 1 JOURNEY LEVEL (TUNNEL) $55 05 1 ELECTRICIANS - MOTOR SHOP CRAFTSMAN $1537 JOURNEY LEVEL $1469 1 ELECTRICIANS - POWERLlNE CONSTRUCTION CABLE SPLICER $56 53 CERTIFIED LINE WELDER $51 64 GROUNDPERSON $37 15 1 HEAD GROUNDPERSON $39 19 HEAVY LINE EQUIPMENT OPERATOR $51 64 JACKHAMMER OPERA TOR $39 19 1 JOURNEY LEVEL L1NEPERSON $51 64 LINE EQUIPMENT OPERA TOR $43 83 POLE SPRAYER $51 64 POWDER PERSON $39 19 I ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $1207 ELEVATOR CONSTRUCTORS 1 MECHANIC $60 85 MECHANIC IN CHARGE $66 25 FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $1350 I FENCE ERECTORS FENCE ERECTOR $1380 FENCE LABORER $11 60 I FLAGGERS JOURNEY LEVEL $31 01 GLAZIERS JOURNEY LEVEL $43 76 I HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $46 59 HEATING EQUIPMENT MECHANICS I MECHANIC $1600 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $36 75 INDUSTRIAL ENGINE AND MACHINE MECHANICS 1 MECHANIC $1565 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $924 1 INLAND BOATMEN CAPTAIN $59.22 COOK $3481 DECKHAND $34 52 I ENGINEER/DECKHAND $58 62 MATE, LAUNCH OPERA TOR $50 20 Page 2 I 1E SA 2A 6C , 2A 6C 4A SA 4A SA 4A SA 4A SA 4A SA 4A SA 4A SA 4A SA 4A SA 4A SA 4A 6Q 4A 6Q 1H 50 1H SG 1S SJ 1H 50 CLALLAM COUNTY Effective 03-02-08 I *****************************************************************************************~**************** I ClaSSification INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR GROUT TRUCK OPERATOR HEAD OPERATOR TECHNICIAN TV TRUCK OPERATOR INSULATION APPLICATORS JOURNEY LEVEL IRONWORKERS JOURNEY LEVEL LABORERS ASPHALT RAKER BALLAST REGULATOR MACHINE BATCH WEIGHMAN BRUSH CUTTER BRUSH HOG FEEDER BURNERS CARPENTER TENDER CASSION WORKER CEMENT DUMPER/PAVING CEMENT FINISHER TENDER CHANGE-HOUSE MAN OR DRY SHACKMAN CHIPPING GUN (OVER 30 LBS) CHIPPING GUN (UNDER 30 LBS) CHOKER SETTER CHUCK TENDER CLEAN-UP LABORER CONCRETE DUMPER/CHUTE OPERATOR CONCRETE FORM STRIPPER CONCRETE SAW OPERATOR CRUSHER FEEDER CURING LABORER DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) DITCH DIGGER DIVER DRILL OPERATOR (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC DUMPMAN EPOXY TECHNICIAN EROSION CONTROL WORKER FALLER/BUCKER, CHAIN SAW FINAL DETAIL CLEANUP (I e , dusting, vacuuming, WIndow cleaning, NOT construction debns cleanup) FINE GRADERS FIRE WATCH FORM SETTER GABION BASKET BUILDER GENERAL LABORER GRADE CHECKER & TRANSIT PERSON GRINDERS GROUT MACHINE TENDER Page 3 PREVAILING WAGE $973 $11 48 $1278 $807 $1053 $20 50 $47 92 $36 75 $36 24 $31 01 $36 24 $36 24 $36 24 $36 24 $37 20 $36 75 $36 24 $36 24 $36 75 $36 24 $3624 $36 24 $36 24 $3675 $36 24 $36 75 $31 01 $36 24 $36 24 $36 24 $37 20 $36 75 $37 20 $36 24 $36 24 $36 24 $3675 $28 45 $36 24 $31 01 $36 24 $36 24 $36 24 $36 75 $36 24 $36 24 (See Benefit Code Key) Over Time Holiday Code Cocill. 10 5A 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 1H 50 Note Code I I I I I I I I I I I I I I I I I I I CLALLAM COUNTY " EffectiVe 03-02-08 ********************************************************************************************************** 1 Classification PREVAILING WAGE (See Benefit Code Key) Over Time Holiday Note Code Code Code GUARDRAIL ERECTOR $36-24 -- :,:-'-o-:-1R -. -.-'-50- .... HAZARDOUS WASTE WORKER LEVEL A $3720 1H 50 HAZARDOUS WASTE WORKER LEVEL B $3675 . 1H 50 HAZARDOUS WASTE WORKER LEVEL C $3624 1H 50 I' .:.'C.'_...:c ;::--=..tlIQJi~f~ll8.c:;::-. .:"C .:.0.'. ::-==-= :;::- ~::-i.C:: . ,,"c."c. ~.:;::-;::-: ,. ..:c~ ~O:.. .. :.-' =-...:=- =-,~~,.:c.::;._$3 7:;,20= .~=.:c:::.::;..-::':":='~T1H=:::. 7;::-,::;:,5j) =c:c_=:..:::c..:.=-=~:=C_.~.::;;":':.:":"... .... .. I I I I I I I I I I I I I I I HOD CARRIER/MORTARMAN JACKHAMMER LASER BEAM OPERATOR MANHOLE BUILDER-MUDMAN MATERIAL YARDMAN MINER NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER PILOT CAR PIPE POT TENDER PIPE RELlNER (NOT INSERT TYPE) PIPELAYER & CAULKER PIPELAYER & CAULKER (LEAD) PIPEWRAPPER POT TENDER POWDER MAN POWDER MAN HELPER POWERJACKS RAILROAD SPIKE PULLER (POWER) RE-TIMBERMAN RIPRAP MAN RODDER SCAFFOLD ERECTOR SCALE PERSON SIGNALMAN SLOPER (OVER 20") SLOPER SPRAYMAN SPREADER (CLARY POWER OR SIMILAR TYPES) SPREADER (CONCRETE) STAKE HOPPER STOCKPILER TAMPER & SIMILAR ELECTRIC, AIR & GAS TAMPER (MULTIPLE & SELF PROPELLED) TOOLROOM MAN (AT JOB SITE) TOPPER-TAILER TRACK LABORER TRACK LINER (POWER) TRUCK SPOTTER TUGGER OPERATOR VIBRATING SCREED (AIR, GAS, OR ELECTRIC) VIBRATOR VINYL SEAMER WELDER WELL-POINT LABORER Page 4 $36 75 1H 50' $36 75 1H 50 $36 75 1H 50 $3675 1H 50 $36.24 1H 50 $37 20 1H 50 $36 75 1H 50 $3675 1H 50 $31 01 1H 50 $36,75 1H 50 $3675 1H 50 $3675 1H 50 $37 20 1H 50 $3675 1H 50 $36 24 1H 50 $37 20 1H 50 $36 24 1H 50 $3675 1H 50 $36 75 1H 50 $37 20 1H 50 $36 24 1H 50 $3675 1H 50 $36 24 1H 50 $36.24 1H 50 $36 24 1H 50 $3675 1H 50 $36 24 1H 50 $3675 1H 50 $3675 1H 50 $36 24 1H 50 $36 24 1H 50 $3675 1H 50 $3675 1H 50 $36 24 1H 50 $36 24 1H 50 $36 24 1H 50 $3675 1H 50 $36 24 1H 50 $3675 1H 50 $3624 1H 50 $3675 lH 50 $36 24 1H 50 $36 24 1H 50 $36 75 1H 50 ClAllAM COUNTY I Effective 03-02-08 I *****************************************************************************w**************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note I . ClassificatIOn WAGE Codg Code Code LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $36 24 1H 50 I PIPE LAYER $3675 1H 50 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $1289 I LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $1289 LANDSCAPING OR PLANTING LABORERS $1289 LATHERS JOURNEY LEVEL $43 79 1M 50 I METAL FABRICATION (IN SHOP) FITTERIWELOER $1516 LABORER $11 13 I MACHINE OPERATOR $10 66 PAINTER $1141 PAINTERS JOURNEY LEVEL $33 94 2B 5A I PLASTERERS JOURNEY LEVEL $25 83 PLAYGROUND & PARK EQUIPMENT INSTALLERS I JOURNEY LEVEL $807 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $5734 1G 5A POWER EQUIPMENT OPERATORS I ASSISTANT ENGINEERS $4214 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (3 YO & UNDER) $44 92 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YO & UNDER 6 YO) $45 41 1T 50 8L I BACKHOE, EXCAVATOR, SHOVEL (6 YO AND OVER WITH ATTACHMENTS) $45 96 1T 50 8L BACKHOES, (75 HP & UNDER) $44 50 1T 50 8L BACKHOES, (OVER 75 HP) $44 92 1T 50 8L BARRIER MACHINE (ZIPPER) $44 92 1T 50 8L I BATCH PLANT OPERATOR, CONCRETE $44 92 1T 50 8L BELT LOADERS (ELEVATING TYPE) $44 50 1T 50 8L BOBCAT (SKID STEER) $42 14 1T 50 8L I BROOMS $42 14 1T 50 8L BUMP CUTTER $44 92 1T 50 8L CABLEWAYS $45.41 1T 50 8L CHIPPER $44 92 1T 50 8L I COMPRESSORS $42 14 1T 50 8L CONCRETE FINISH MACHINE - LASER SCREED $42 14 1T 50 8L CONCRETE PUMPS $44 50 1T 50 8L I CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44 92 1T 50 8L CONVEYORS $44.50 1T 50 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $44 50 1T 50 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44 92 1T 50 8L I CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45 41 1T 50 8L WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45 96 1T 50 8L WITH ATTACHMENTS) I CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46 53 1T 50 8L WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $42 14 1T 50 8L CRANES, A-FRAME, OVER 10 TON $44 50 1T 50 8L I Page 5 I I CLALLAM COUNTY Effective 03-02-08 I ************************************~********************************************************************* I Classification PREVAILING WAGE (See Benefit Code Key) Over Time Holiday Note Code Code Code CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $4709 1T 50 8L I ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $44 92 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $45 41 1T 50 8L CRA!:l.~_S, OVERHEAD, BR~D(3ET'!.P_~ (1_~~_!9_~S_&. OYER) u _.m ._. .__. _.._.~:4~~_6 ___ ._ m. .." 1T___ ___50_._. __a.~___ __ __ ._u_ ___. I '"~~ _~"O_~_ C;"C~:~~~:~~~~~"'~:~~~:E:~ ~~~;~N~~~~~~~~~~ET~O~~~~M _.' ~.. ~._._._--~~~-~~---- .--- -~-~-~---.~:~-<._~ :~--.--._-. --~. ... - ...> CRUSHERS $44 92 1T 50 8L I DECK ENGINEER/DECK WINCHES (POWER) $44 92 1T 50 8L DERRICK, BUILDING $45 41 1T 50 8L DOZERS, 0-9 & UNDER $44 50 1T 50 8L I DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $44 50 1T 50 8L DRILLING MACHINE $44 92 1T 50 8L ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $42 14 1T 50 8L EQUIPMENT SERVICE ENGINEER (OILER) $44 50 1T 50 8L I FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 50 8L FORK LIFTS, (3000 LBS AND OVER) $44 50 1T 50 8L FORK LIFTS, (UNDER 3000 LBS) $42 14 1T 50 8L I GRADE ENGINEER $44 50 1T 50 8L GRAOECHECKER AND STAKEMAN $42 14 1T 50 8L GUARDRAIL PUNCH $44.92 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $44 50 1T 50 8L I HORIZONTAUDIRECTIONAL DRILL LOCATOR $44 50 1T 50 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44 92 1T 50 8L HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $42 14 1T 50 8L I HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $44 50 1T 50 8L LOADERS, OVERHEAD (6 YO UP TO 8 YO) $45 41 1T 50 8L LOADERS, OVERHEAD (8 YO & OVER) $45 96 1T 50 8L LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $44 92 1T 50 8L I LOCOMOTIVES, ALL $44.92 1T 50 8L MECHANICS, ALL $45 41 1T 50 8L MIXERS, ASPHALT PLANT $44 92 1T 50 8L MOTOR PATROL GRADER (FINISHING) $44 92 1T 50 8L I MOTOR PATROL GRADER (NON-FINISHING) $44 50 1T 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $45 41 1T 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42 14 1T 50 8L I OPERATOR PAVEMENT BREAKER $42 14 1T 50 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $44 92 1T 50 8L PLANT OILER (ASPHALT, CRUSHER) $44 50 1T 50 8L I POSTHOLE DIGGER, MECHANICAL $42 14 1T 50 8L POWER PLANT $42 14 1T 50 8L PUMPS, WATER $42 14 1T 50 8L I QUAD 9,0-10, AND HD-41 $45 41 1T 50 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45 41 1T 50 8L EQUIP RIGGER AND BELLMAN $42 14 1T 50 8L I ROLLAGON $45 41 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX $42 14 1T 50 8L ROLLERS, PLANTMIX OR MUL TILlFT MATERIALS $44 50 1T 50 8L ROTO-MILL, ROTO-GRINDER $44 92 1T 50 8L I SAWS, CONCRETE $44 50 1T 50 8L Page 6 I CLALLAM COUNTY Effective 03-02-08 I (See Benefit Code Key) Over PREVAILING Time Holiday Note WAGE Code Code Code $44 92 1T 50 8l $45 41 1T 50 8L $44 50 1T 50 8l $44 92 1T 5D 8L $42 14 1T 50 8l $45 41 1T 50 8L $44 92 1T 50 8l $44 92 1T 50 8l $44 50 1T 50 8L $44 50 1T 5D 8L $44 92 1T 50 8L $44 92 1T 50 8L $45 41 1T 50 8L $44 50 1T 50 8L $44 50 1T 50 8L $44 92 1T 50 8L $44 92 1T 50 8L $42 14 1T 50 8L $44 92 1T 50 8L I **************************************************************************************************~******* Cla~lficatlon SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING - OFF-ROAD EQUIPMENT ( UNDER 45 YO) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF-ROAD EQUIPMENT (45 YO AND OVER) SCRAPERS, CONCRETE AND CARRY ALL SCREED MAN SHOTCRETE GUNITE SLlPFORM PAVERS SPREADER. TOPSIDE OPERATOR - BLAW KNOX SUBGRAOE TRIMMER TOWER BUCKET ELEVATORS TRACTORS, (75 HP & UNDER) TRACTORS, (OVER 75 HP) TRANSFER MATERIAL SERVICE MACHINE TRANSPORTERS, ALL TRACK OR TRUCK TYPE TRENCHING MACHINES TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) TRUCK CRANE OILER/DRIVER (100 TON & OVER) TRUCK MOUNT PORTABLE CONVEYER WHEEL TRACTORS, FARMALL TYPE YO YO PAY DOZER POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE SPRAY PERSON TREE EQUIPMENT OPERATOR TREE TRIMMER TREE TRIMMER GROUNDPERSON REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC RESIDENTIAL BRICK 8. MARBLE MASONS JOURNEY LEVEL RESIDENTIAL CARPENTERS JOURNEY LEVEL RESIDENTIAL CEMENT MASONS JOURNEY LEVEL RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS JOURNEY LEVEL RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL RESIDENTIAL LABORERS JOURNEY LEVEL RESIDENTIAL PAINTERS JOURNEY LEVEL RESIDENTIAL PLUMBERS & PIPEFITTERS ,JOURNEY LEVEL Page 7 I I I I I I I $3761 $35 73 $36 19 $33 68 $25 43 I 4A 4A 4A 4A 4A 5A 5A 5A 5A 5A I $27 68 I $4375 1M 5A $17 85 I $25 63 I $1800 $27 78 I $21 36 $986 I $1808 $1597 I $14.60 I I I CLALLAM COUNTY Effective 03-02-08 1- ************************************************************~********************************************* I Classification RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) Ic~_. -.~:cc -0-'''- ~I::S!Q.~...l!~L _sg.l;LfL.QQB,-,l.!- r~~::3. =.-'c-' .=- -=.'""'''----'-=, ~ cO-C-. c -.:;. _ '-.._.C"",-_ _ -_ c- JOURNEY LEVEL RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL ROOFERS JOURNEY LEVEL USING IRRITABLE BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) SHIPBUILDING & SHIP REPAIR BOILERMAKER HEAT & FROST INSULATOR LABORER MACHINIST SHIPFITTER WELDER/BURNER SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL SOFT FLOOR LAYERS JOURNEY LEVEL SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL SURVEYORS CHAIN PERSON INSTRUMENT PERSON PARTY CHIEF TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER HOLE DIGGER/GROUND PERSON INSTALLER (REPAIRER) JOURNEY LEVEL TELEPHONE L1NEPERSON SPECIAL APPARATUS INSTALLER I SPECIAL APPARATUS INSTALLER II TELEPHONE EQUIPMENT OPERATOR (HEAVY) TELEPHONE EQUIPMENT OPERATOR (LIGHT) TELEVISION GROUND PERSON TELEVISION L1NEPERSON/INSTALLER TELEVISION SYSTEM TECHNICIAN TELEVISION TECHNICIAN TREE TRIMMER I PREVAILING WAGE $55 41 $33 04 (See Benefit Code Key) Over - Time Holiday Note Code Code Code 1G SA 1E 6L ~ ~ -~_~-.: __~ - _=~~ _=- --:;; ..=: ___...J_ ....;:.:~ ~_ "-:::-.:::- ~::.< ~'l'::'7~ - ~-:_-::...: ~~--=- _-.::.:::::..:-:: .c:--_ -:.-=-_..;:.::::-:;_-::::;.:;:c..-::;..,;:.- ~;:~_- ~ ~_-;:~ _~::.:; I I I I I I I I I I I I 1 Page 8 I $1088 $1967 $3678 $39 78 $51 97 $31 46 $46 59 $12 16 $1716 $14 66 $1466 $1929 $1215 $36 08 $1031 $1967 $1323 $935 $11 40 $1 3 40 $32 34 $30 66 $17 19 $29 41 $28 53 $30 66 $30 05 $30 66 $28 53 $1631 $21 68 $3578 $23 19 $28 53 1R SA 1R SA 1E 6L 1H 6W 1S SJ 1 1 1 1 1B SA 1B 50 .1 1 1 1E SA 2B SA 2B SA 2B SA 28 SA 28 SA 28 SA 28 SA 28 SA 28 SA 28 SA 2B SA 2B SA 2B SA CLALLAM COUNTY Effective 03-02-08 I *************~****w********************************~***************************************~************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note ClassificatIOn WAGF;, Coqg Code Code TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $41 96 1M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $35 79 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36 40 1K 5A TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) $41 19 1T 50 8L ASPHALT M IX (OVER 16 YARDS) $41 90 1T 50 8L DUMP TRUCK $20 23 1 DUMP TRUCK & TRAILER $20 23 1 OTHER TRUCKS $41 90 1T 50 8L TRANSIT MIXER $23 73 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11 60 OILER $945 WELL DRILLER $11 60 I I I I I I I I I I I I I I I I Page 9 I 1 I 1 I I'' >~~ - 1 1 I 1 I I I 1 I I I I I I Washington State Department of Labor and Industries Policy Statement (Re-9arding the Prod!Jction of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, -these criteria shall be used, by the Contractor (and the .'" -O;'Ci5rltracfor's 's'uoconfraCtors;-' agenE:::to~.s-uDcontracf6'rs;-'Suppliers7':manufa-cturerS:-:~and"-" .C' '"'' ,',_.~ ."'C', fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items IS not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the Item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated' on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If It is, the work is covered by RCW 39 12. If not, go to question 4 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or' for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator YES I I I I I I I I I I I I I I I I I I I Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39 12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directlonal vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2 Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. 4 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 Inch diameter. 5 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. Ef-- Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5 Supplemental to Wage Rates __.....J_X~__I X I --T-~ I X I -----1----- I X I ~:~ X I I . -------,----1 U:xl I____j 2 I I I I WSDOT's Predetermined List for Suppliers - Manufactures- - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts andfNuts, for ' ! I -I.=~~:':;:-~-:C::~-:::~:-;:;:~~ ~~:t~~~~i~~~~~~~~~~~~II~~~~~.ies-aria'othe~tems;- shall~be ~,-".""'~":' -...'--= "'I-;::~ ;;=~,-:- ::::-:---:-c: -::: ;:~~:-:::;;:;----- I -9 _~;;~n::~;::~~n;a::;a~I~~:::s:::;a:a::;~er~al ~e~ ..- - - --4- -- conforming to the type and material specifications set forth in the I I contract plans. Welding of aluminum shall be X I in accordance with Section 9-28.14(3). __--.!..______________ I I I I I I I I I I I I I X l .J I I I 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. x 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). x - - - --------._---------------- ---------------------- 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. -----, -----1 X - U -~~~~~~~~~~~f~~~~~~b~];:en~~1~ncI."es,adJusfmenf-- - --Ix - -, 15. Precast Drywell Types 1, 2, and with cones and adjustment I I Sections I 16 :;:c:;~::sBasjii - Catch Basin typeTTL,lP;andT- ,., - --~- ~-I With adjustment sections. See Std. Plans. . I_~ Supplemental to Wage Rates 3 Supplemental to Wage Rates 4 I I I I I I I I I I I I I I I I I I I WSDOT's Predetermined -List for Suppliers - Manufactures-- Fabricator ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, I See Std Plans _____ _____ _ _________ ______ __________________ ___ _______ _1__ 18. Precast Drop Inlet Type 1 and 2 with metal grate supports See Std Plans. I I I i X I ---r ----- --1 i X i T-~---\ ---- -- - -j--- --------1 I I X I __ ___ _ _ ___J 19. Precast Grate Inlet Type 2 with extension and top units See Std. Plans 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting X I I I I I --22. Vault Risers - For use with Valve Vaults and Utilities -----r--------"I' Vaults. X ____ ___ I 23. Valve Vault - For use with underground utilities. -- [ -------[X- See Contract Plans for details. use as new barrier or may also be used as Temporary Concrete Barner. Only new state approved barrier may be used as I X permanent barner. I I -2-5---~~n~o~~~~~;:~~~I~~~~~lt~~-~~-~~or~eadb~~~~~o~;~~~ta~:~s'rl- 1-- - ---Ii --- - - -- annual approval for methods and matenals to be used. I See Shop Drawing. l X! I Fabrication at other locations may be approved, after faCilities I I ___ inspection, contact HQ Lab. _____ __ ___ ___1. --1 26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall L 1- panel in size and shape as shown in Plans. 'I Fabrication plant has annual approval for methods and materials X I to be used ____l___---.J I I I I ~I----------- I I I I I I I I I I I I I I WSOOT's Predetermined listior - Suppliers - Manufactures ;,-Fabricatot ITEM OESCRIPTION __ --YES NO - ~~7~_-~-~~:6~:~ -~~Jbr~c~~_E~2:~~~g-~_-~~ ~r~o~~~;_-~~~~~~2~~~~~~~~~~,~~1;;:::c,J{-~= ~~=~_-:~ ~;;~-~--,-_~::---=~::_--=~---- 28. 12, 18 and 26 inch Standard Precast Prestressed Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 30. I _ ________ _________---1_____ Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std Spec. Section 6-02.3(25)A X 31. Prestressed Precast Hollow-Core Slab - Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval pri9r to casting girders. See Std. Spec. Section 6-02.3(25)A. X I __I 32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plan! has annual approval of methods and matenals to be used. Shop Drawing to be provided for approval prior to casting girders. - See Std. Spec. Section 6-02.3(25)A - x ~xj 33. Monument Case and Cover See Std. Plan. Supplemental to Wage Rates 5 WSDOT's Predetermined List for Suppliers. Manufactures .'Fabricator r ITEM DESCRIPTION YES I I I I I I I I I I I I I I I I I I I NO 34 Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans: Shop drawings for approval are required prior to fabrication. 36 Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication 38, Light Standard-Prestressed - Spun, prestressed, hollow concrete poles. I I i X I i i I ~ I I X I I ---T-----i I X I I I I I I --- --- r--------j I X I --~--___l I ' X i I I X I I I 40 Traffic Signal Standards - Traffic Signal Standards for use on T---i----n highway and/or street signal systems. Standards to be fabricated I to conform with methods and material as specified on Std Plans. X I I _ See Special Provisions for pre-approved drawings I J 41. Precast Cone-rete Sloped Mountable Curb (Single and DualFaced) .------ ----l --X- - I ____~ee Std. Plans. ._________ _____ ____n.____ ~___..J 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre-approved drawings Supplemental to Wage Rates 6 I I I I -1--- ''-'-'-- - -- -- - - - - - _r ,~ ~ I I I I I I I I- I I I I I I WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 49. treated or untreated timber pile 50 Girder pads (elastomeric bearing) 51. Standard Dimension lumber x x 42. Traffic Si9Ds - PrlQ! to aQJ,roval of C!sJibritatQL9f IraffLc S[gns,-_ _______ " ,- ~,.~:.the'sources 'of the-following 'materials -musfbe-:-submitted-'a'nd ,': ,- - -- =, '.--;c,---- ,.--=, "---- - approved for reflective sheetiri'g, legend material, and aluminum sheeting NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed 43. Cutting & bending reinforcing steel Custom Message -- Std Signing Mess~~ x -- ------------------,----- ------ ---- -----------.------- --------,- -- 44. Guardrail components X X Custom Standard I' End See See __ Covered by WAC 296-127-018 Covered by WAC 296-127-018 X - -------------------------------------- --- ---------- ,---f--- ----,- 48. Electrical Wiring/components X X 45. Aggregates/Concrete mixes 46. Asphalt 47. Fiber fabrics X 52. Irrigation components X --- --------------- --- X Supplemental to Wage Rates 7 Supplemental to Wage Rates 8 I I I I I I I I I I I I I I I I I I I WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO -~---- --~- -=--~ly-J 54. Guide Posts ------ 55. Traffic Buttons I X I _ ____l__-------J 56 Epoxy I X I ------------------ --- ---------------------- ------~---j 57. Cribbing I X ---------------------------------------- --------1-------~ 58. Water distribution materials X I 59. Steel "H" piles ~X 60 Steel pipe for concrete pile casings I X I I 61 Steel pile tips, standard ! X I --- -+--~ 62. Steel pile tips, custom X I J J x 53 Fencing materials I I I State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902- PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here Include both the hourly wage rate and the hourly rate of fnnge benefits On public works proJects, workers' wage and benefit rates must add to not less than this total A bnef description of overtime calculation requirements IS provided on the Benefit Code Key I -I'~';--'~'"'~"~' ,- .~,-.~,~~-,-'~,':'~~, . "v'''~''~~:'>' ,,:. ::-=~-MEtAL~FXBRIGAfI0N,-(iN::SHOpF:"~::'..~:~::': :.:~-:~: ~':~:.~.~:'~:.,. c-,~_~. -~=,,:~; ,,:."-^.,-~ ,-, EFFECTIVE '03=02-2008 **************************************************************************************************** I (See Benefit Code Key) Classification Code Prevailing Wage I I I Overtime Code Holiday Code Counties Covered, ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER LABORER MACHINE OPERATOR PAINTER $1276 $813 $12.66 $1020 I I I I I I Counties Covered BENTON MACHINE OPERATOR PAINTER WELDER $1053 $976 $1670 Counties Covered' CHELAN FITTER LABORER MACHINE OPERATOR PAINTER WELDER $1504 $954 $9.71 $993 $1224 1 1 1 1 1 1 1 1 1 1 1 1 1 Counties Covered CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER LABORER MACHINE OPERATOR PAINTER $15 16 $1113 $1066 $11 41 I I I Supplemental to Wage Rates I 9 METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 Holiday Code I I I I I I *****~********************************************************************************************** Classification Code FITTER LABORER MACHINE OPERATOR PAINTER WELDER MACHINE OPERATOR PAINTER WELDER FITTERIWELDER PAINTER FITTER LABORER MACHINE OPERATOR PAINTER WELDER FITTER LABORER MACHINE OPERATOR WELDER (See Benefit Code Key) Prevailing Wage Counties Covered CLARK $27 80 $19 52 $29 08 $25 62 $27 20 Counties Covered COWLITZ $24 46 $24 46 $24 46 Counties Covered GRANT $1079 $807 Counties Covered KING $1586 $978 $1304 $11 10 1548 Counties Covered KITSAP $26 96 $807 $1383 $13.83 Supplemental to Wage Rates Overtime Code 1 1 1 1 1 1B 1B 1B I I 6V 6V 6V I I I I I I I I I I 10 I I I I METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 I **************************************************************************************************** (See Benefit Code Key) 'I - -CI - 'f1- -- t'--~ 'C -d -~_~~'_'c/ -~, T'_Cm."-~~~~:~ "o~n-_~.___~)?,reyailing. --~-Q'lertime.. "-C7 .ldoliday-.- .,~-~ -,. -- ',- - - ass I lea lon~ 0 e. ~--- ',' ,-_.- ~,-, ~'.._.__~~-. H=>=,~.~ '-'7W' - .-, '-.,~- e =-"=C-a~~="'~-~=C-""::I~~'-'" ..- "'~~---'>C____ - '. - "'--~'-'-+--".---'---,-- __ - _ age-- -- 0 e - - oue I I I Counties Covered KLlCKITAT, SKAMANIA, WAHKIAKUM FITTERJWELDER LABORER MACHINE OPERATOR PAINTER $16 99 $1044 $17 21 $1703 Counties Covered PIERCE I FITTER LABORER MACHINE OPERATOR WELDER $1525 $1032 $1398 $1398 I Counties Covered SNOHOMISH I I I I I I I I FITTERJWELDER LABORER MACHINE OPERATOR PAINTER $1538 $979 $884 $998 Counties Covered. SPOKANE FITTER LABORER MACHINE OPERATOR PAINTER WELDER $1259 $807 $1326 $1027 $1080 Supplemental to Wage Rates 11 I METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 I I I ************************************************************************************************~k* Classification Code FITTER LABORER MACHINE OPERATOR PAINTER WELDER FITTER/WELDER LABORER MACHINE OPERATOR FITTER LABORER MACHINE OPERATOR PAINTER WELDER (See Benefit Code Key) Prevailing Wage Counties Covered THURSTON $24 88 $1661 $26 95 $1972 $22 81 Counties Covered WHA TeaM $1381 $900 $1381 Counties Covered YAKIMA $1200 $1031 $11 32 $12.00 $11 32 Supplemental to Wage Rates Overtime Code 1A 1A 1A 1A 1A Holiday Code I I 6T 6T 6T 6T 6T I I I I I I I I I I I I I 12 I I I I I - .1.-.------- -.-- , ,- -~ '-...._~, -'-~ --.. - I I I I I I I I I I I I I I FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03-02-2008 **************************************************************************************************** (See Benefit Code Key) Classification Code Prevailing Overtime Holiday -'--~-~-~-Wage _o_--'--"-eode;';;~~ "'--Code- Counties Covered ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $996 ALL CLASSIFICATIONS Counties Covered CHELAN, KITTITAS, KLlCKITAT AND SKAMANIA 861 Counties Covered CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $1350 Counties Covered' FRANKLIN ALL CLASSIFICATIONS $11.50 Counties Covered KING ALL CLASSIFICATIONS $13 50 5B 2K Counties Covered PIERCE ALL CLASSIFICATIONS $928 Counties Covered SPOKANE ALL CLASSIFICATIONS $20 23 Counties Covered WHA TCOM ALL CLASSIFICATIONS $13 67 Counties Covered YAKIMA CRAFTSMAN LABORER $872 $807 Supplemental to Wage Rates 13 Supplemental to Wage Rates 14 I I I I I I I I I I I I I I I I I I I WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industnes. The following list of occupations, IS compnsed of those occupations that are not normally used in the construction of heavy and highway projects When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. . Electrical Fixture Maintenance Workers . Electricians - Motor Shop . Heating Equipment Mechanics . Industrial Engine and Machine Mechanics · Industnal Power Vacuum Cleaners . Inspection, Cleaning, Sealing of Water Systems by Remote Control . Laborers - Underground Sewer & Water . Machinists (Hydroelectric Site Work) . Modular Buildings . Playground & Park Equipment Installers . Power Equipment Operators - Underground Sewer & Water . Residential *** ALL ASSOCIATED RATES *** . Sign Makers and Installers (Non-Electrical) . Sign Makers and Installers (Electrical) . Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" . Fabncated Precast Concrete Products . Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be round at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. I I I I Washington-State Department of labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L&I) dated August 18, 1992 and June 18, 1999, clanfy the intent and establish policy for "1;~~-~--~--Wg~~?:}:.~Fi$:~~:~~T~r!~~~~~~t~~~g~cr~f#~~T~~~fL~"'~- I I I . ---~ --~-~-~- I I I I I I I I I I I Any firm with questions regarding the policy, these letters, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296-127-018 for the production and/or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. _____________~_n___~_ __________ ~~__~~____________~___________ __~________________ ______ ___ _________ __ ____ ~___ Supplemental to Wage Rates 15 Supplemental to Wage Rates 16 I I I I I I I I I I I I I I I I I I I ESAC DIVISION - TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 August 18, 1992 TO: All Interested Parties FROM: JimP. Chnstensen Acting Industrial Statistician SUBJECT. Materials Suppliers - WAC 296-127-018 This memo is Intended to provide greater clanty regarding the application of WAC 296- 127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The Information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying matenals to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1 Hauling materials away from a public works project Site, including excavated materials, demolished materials, etc. 2 Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3 The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery . PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3 Production of materials for unspecified future use I I I I STA TE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES " '-F-,,-4:~' ,..-~"",,,..~.,..~t- "f' -~"'''-_,~-, ,.,., "~'~"''''~"!-r~"-F't'''''T...r---'''''_r_t_~''_''''~T'71""~-~~",,,,,,',,ro~t''''''=<""""~"''''''-''''H-''''''''''''',*'_,,,,~~,,- -'-"j"'Jl;<,.- 't.,,- ~~......,....,,~~<.....: -- ~ _, .I~'-"'"'~~-"""'I'"'~ ~;--~~;,- ~,",--","", ~~..L-.-~<:.~.:;:;;:~~ ~,,--=-~~ ~::,"_';:.~1<'_~~ n-==_~~~-=~=T"~""-='".J:'~1-.-~=-~~~~~~--""=~~~-..J"-""'1""J!'"~";!)~",:'''''''''~~~'''! ~-r.-q;=-,!C~~\~"'i'-=~"~~=-'=.;,""~'" -"~"'-=~.<o.:- ;:''"'l'~~--or';="''"4"''t-'''-""=,,,;-~~~=:r- June 18, 1999 I I I I I I I I I I I I I I TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296-127-018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. If you have questions or need additional information, please call Selwyn Walters at 902-4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates 17 ~**~******~****************************************************************************.********.*********************** BENEFIT CODE KEY - EFFECTIVE 03-02-08 I OVERTIME CODES I OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF W..\GE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER \HEK SHALL BE PAID AT ONE I AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE A ALL HOURS WORKED ON SA TURDA YS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE B ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE or WAGE C THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SA TURDA Y SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE D THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDA YS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE E THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE F THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE H ALL HOURS WORKED ON SA TURDA YS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER nVELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE J THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SA TURDA Y SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE K ALL HOURS WORKED ON SA TURDA YS AND SUNDA YS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE L ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDA YS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE M ALL HOURS WORKED ON SA TURDA YS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDA YS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE N ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE o THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WOR.'<:ED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE P ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE I I I I I I I I I I I I I I I I THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL . ".,. ,.OTHER,OYERTIMEHOURS .wORKED,. EXCEP.T. LABOR DAY, SHALL BE. PAID A LDOUBLE,THEHOURL Y RATE OF -I~~="'~-~~-<~' ._.c..WAQE":A[j::"HOtJRS.WORKEDTON'Li\:BOR'D~Y'SH'fXEt"'BE-PAID"~TTHREE'TINlES"fHE'HOtJRCY'~ TE'OF W1i.GE'~-='~-~~ -=~~- T WORK PERFOIU"lED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DA Y, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SA TURDA YS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFrAND ALL WORK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE I I I I I I I I I I I I 2 I I I I I I BENEFIT CODE KEY - EFFECTIVE 03-02-08 -2- Q THE FIRST TWO (2) HQURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED-ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE Rl ALL HOUR~ WORKED ON SUNDA YS AND HOLIDA YS SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE S U ALL HOURS WORKED ON SA TURDA YS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURL YRA TE OF WAGE V ALL HOURS WORKED ON SA TURDA YS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DA Y AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE W ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS (EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE X THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWEL VE (12) HOURS ON SA TURDA Y SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SA TURDA Y, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLlDA Y AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED)N EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE A THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SA TURDA Y AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID A T TWO TIMES THE HOURL Y RATE OF WAGE B ALL HOURS WORKED ON HOLlDA YS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE C ALL HOURS WORKED ON SUNDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE D ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDlTION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE E ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE BENEFIT CODE KEY - EFFECTIVE 03-02-08 -3- I G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLlDAYS SHALL BE PAlO AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PA Y I H ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLlDA YS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE I 2 ALL HOURS WORKED ON SA TURDA YS AND HOLlDA YS (EXCEPT LABOR DAY) SHALL BE PAlO ATONE AND ONE- HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE I ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAlO HOLlDA YS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE, INCLUDING THE HOLlDA Y PAY ALL HOURS WORKED ON UNPAID HOLlDA YS SHALL BE PAlO AT TWO TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED ON HOLlDA YS SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE IN ADDITION TO THE HOLlDA Y PAY I K M ALL HOURS WORKED ON SA TURDA YS, SUNDAYS AND HOLlDA YS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE I o ALL HOURS WORKED ON SUNDAYS AND HOLlDA YS SHALL BE P AID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE I P THE FIRST EIGHT (8) HOURS ON SA TURDA Y SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SA TURDA Y AND ALL HOURS WORKED ON SUNDA YS AND HOLlDA YS SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE I Q ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE I 4A ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE I HOLIDA Y CODES I 5 A HOLlDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) B HOLlDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8) I C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DA Y, THE FRIDAY AFTER THANKSGIVING DA Y, AND CHRISTMAS DAY (8) D HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDA Y AND SA TURDA Y AFTER THANKSGIVING DAY, AND CHRISTMAS DA Y (8) I E HOLIDA YS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DA Y, THANKSGIVING DAY, THE FRIDA Y AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) I F HOLIDA YS NEW YEAR'S DAY, MARTIN LUTHER KING JR DA Y, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11) I G HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7) I H HOLlDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DA Y, AND CHRISTMAS (6) HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DA Y (6) I HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER I THANKSGIVING DA Y, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7) I I I I I \ " BENEFIT CODE KEY J EFFECTIVE 03-02-08 -4- K HOLIDA YS NEW YEAR'S DAY. PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY THANKSGIVING DA Y, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9) L HOLIDA YS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DA Y, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DA Y, FRIDA Y AFTER THANKSGIVING DA Y, AND CHRISTMAS DAY (8) M HOLIDA YS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DAY, FRIDA Y AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DA Y (9) . .., ,-' '/-,,-~---,-,-.,.---- ,.,- 'e_ ,--- .~ 0""'"''''" -...,.-,,"'", ~-'" -"~,,-...,, <-'-""~r' ',-'"'''"-~'''' ."'''--'~',' ,,,,_",,,,,"-,,_~-,,~ ., ,-,e.-.....-- . 1~'"'r"""'1-"",~.u "''''''''''''',.$""_ -~'~:--""~k.."z""_~'.:.:=:~);":,4~;;~~"~~~~~ ~1:~.&""~~-1t~~~~.F~J~~'i:~--;M:.:i:Z-:;'_~~~~~><i&:~~~lij.:'t.-7--r~~i~~-_",-~.-.in?.::~~~:i-~'":;!;1'-~-,...q--'I<"";:""-=""~=J N HOLIDA YS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DA Y, INDEPENDENCE DA Y, LABOR DA Y, VETERANS' DA Y, THANKSGIVING DAY, THE FRIDA Y AFTER THANKSGIVING DA Y, AND CHRISTMAS DAY (9), I I I 5 I I I I I 6 I I I I I I P HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DAY, FRIDAY AND SATURDA Y AFTER THANKSGIVING DAY, THE DA Y BEFORE CHRISTMAS, AND CHRISTMAS DA Y (9) Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6) R PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DA Y AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7 1/2) S PAID HOLIDA YS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DA Y, LABOR DA Y, THANKSGIVING DAY, AND CHRISTMAS DAY (7) T PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER,CHRISTMAS (10) U PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8) V PAID HOLIDAYS SIX (6) PAID HOLlDA YS. W PAID HOLIDAYS NINE (9) PAID HOLIDAYS X HOLIDAYS AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, lNDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8) Y HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DA Y, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8) z HOLIDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DA Y, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) A PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) B PAID HOLIDAYS NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9) C HOLIDA YS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DA Y BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9) D PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9) E PAID HOLlDA YS NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DA Y, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DA Y, AND A HALF-DAY ON CHRISTMAS EVE DAY (9 1/2) F PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (II) 8 BENEFIT CODE KEY - EFFECTIVE 03-02-08 -5- I G PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDI:.NTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DA Y, CHRISTMAS DAY, AND CHRISTMAS EVE DAY (II) I H PAID HOLIDAYS NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (10) I PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DA Y, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DA Y, FRIDAY AFTER THANKSGIVING" DA Y, AND CHRISTMAS DAY (7) I PAID HOLlDA YS NEW YEAR'S DAY, MEMORIAL DA Y, INDEPENDENCE DA Y, LABOR DA Y, THANKSGIVING DA Y, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS. AND A FLOA TING HOLIDAY (9) I L HOLlDA YS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (8) I Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DA Y, THANKSGIVING DA Y, THE DA Y AFTER THANKSGIVING DA Y AND CHRISTMAS DAY (8) UNPAID HOLlDA Y_ PRESIDENTS' DAY I T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DA Y, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9) I U HOLlDA YS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9) I V PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DA Y, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9) I W PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10) PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DA Y, CHRISTMAS DAY, DA Y BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (II) I x I NOTE CODES A THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURL Y WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF f[FTY FEET OR MORE OVER 50' TO 100' - $100 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5 50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET I I I C THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURL Y WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 100' - $1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO ISO' - $150 PER FOOT FOR EACH FOOT OVER 100 FEET OVER ISO' TO 200' - $2 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE I I o WORKERS WORKING WITH SUPPLIED AIR ON HAZMA T PROJECTS RECEIVE AN ADDITIONAL $1 00 PER HOUR I L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A $075, LEVEL B $0 50, AND LEVEL C $025 I I BENEFIT CODE KEY - EFFECTIVE 03-02-08 -6- I M WORKERS ON HAZMA T PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A & B $1 00, LEVELS C & D $0 50 I N WORKERS ON HAZMA T PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A $1 00, LEVEL B $0 75,LEVEL C $050, AND LEVEL D $025 I 9 A SHIFT DIFFERENTIAL I SWING FROM 430 PM TO 1 AM IS WAGE PLUS 173% GRA VEY ARD FROM 12 30 AM TO 9 00 AM IS WAGE PLUS 31 4% - "-~--, 'I~'-"~~= ',W'"~" B'H~~ ~ ~SHIF~ DIFFERENHAtc,~~" '~~~~~~~~':~6~~;T~'~~OT~~f~~ ~~~~' ~~g~1 ~~oJSel~~~' ~g~~;5:g~~~g"" ~'n==~"~c-~'?>_'_= I I I I I I I I I I I I I I I I I I Attachment B Davi:s-8a~o!1-P~vaittng W~age Rat~~ __ ,__ _ _ "I ~~~"~_____<_-O-', _~--A"'~~ ~ ,'",' ~-_,_"""v,_-_~ -~~-,~~--" -~ =-e,_-"","_~_~U~-~'-'--="'-J"-"-~R'-","--"_~,P$""'~"'''''''''' ~=,~ ,__'""0-,,," 0,_"", ,~--= =~ _-"";_-O'''''''_T~ ~~-'--.-~-- ,,=~-~_-_'_'--4_=~'~~ =""_~r,~_=',, =~ 1 1 1 1 1 1 I I I I I 1 I 1 "'M~- PW 407_04 Part04,doc [Revised March 2008] General Decision Number: WA080001 05/9/2008 WA1 Superseded General Decision Number: WA070001 State: Washington construction Types: Heavy (Heavy and Dredging) and Highway counties: Washington Statewide. HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number o 1 2 3 4 5 Publication Date Modification Number 02/08/2008 02/15/2008 02/22/2008 04/04/2008 04/25/2008 05/09/2008 CARP0001-008 06/01/2007 Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES Rates Fringes GROUP 1:................... $ 25. 68 GROUP 2:.. .......... .......$ 27.18 GROUP 3:................... $ 25. 95 GROUP 4:................... $ 25. 68 GROUP 5:................... $ 59.40 GROUP 6:................... $ 28. 70 GROUP 7:.. . . . . . . . . . . . . . . . . . $ 29. 70 GROUP 8:................... $ 26. 95 GROUP 9:................... $ 32. 70 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 9.30 W A08000 1 Modification 5 Federal Wage Determination publication Date I I I I I I I I I I I I I I I I I I 1 I I I I SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1:...................$ 25.01 9.30 GROUP 2:........ . . . . . . . . . . . $ 26. 51 9 . 30 GROUP 3: . . . . . . . . . . . . . . . . . . . $ 25. 27 9 . 30 GROUP 4:......... . . . . . . . . . . $ 25-. 01 9 . 30 .I'=~~-~==_ '.<r__'_~~~' - m _r"'~C ~~~~~:'E~":'"~~~::-'~~~~:,":~~~w:~~;,=~~ :~~'~~~~~~-~~~~~;~;~~~~~~~~'-~~_'~=~H"~' ~~~~~~~~,~ GROUP 7:................... $ 29. 02 9 . 30 GROUP 8:................... $ 26.27 9 .30 GROUP 9:................... $ 32. 02 9 . 30 I I CARPENTER & DIVER CLASSIFICATIONS: I GROUP 1: Carpenter; Burner-Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingler (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw-Off Bearer; Wire, Wood and Metal Lather Applicator I I I GROUP 2: Millwright, machine erector I GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, dock and wharf carpenters I GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator I GROUP 7: Diver Standby, Bell/Vehicle or Submersible Operator, Not Under Pressure. I GROUP 8: Assistant Tender, ROV Tender/Technician. GROUP 9: Manifold Operator - Mixed Gas I ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR I I DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (2819 w. SYLVESTER) or Main Post Office of established residence of employee, whichever is closest to the worksite. I CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee, whichever is I W A08000 1 Modification 5 F ederal Wage Determination 2 closest to the worksite. CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee, whichever is closest to the worksite. CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Ma~n Post Office of established residence of employee, whichever is closest to the worksite. CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee, whichever is closest to the worksite. DIVERS BELOW WATER SURFACE: $2.00 per foot $3.00 per foot $4.00 per foot deeper $5.00 per foot DEPTH PAY FOR 50-100 feet 101-150 feet 151-220 feet 221 feet and PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 FEET Free 26-300 feet $1.00 per Foot SATURATION DIVING The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 3 I 1 1 1 1 -I ' .,,=-~.. I I 1 I I I 1 1 I 1 I I I I CARP0003-006 06/01/2007 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS (Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY . .. ~~~~~""T,>,,--' ;;'''>-~''''.,.' "'-1'>- -""":;lf~--::,~'r~""'-.;::", 4'!i""'1'~~"" ....,+-,~ ~C'.'"T ~ ~"'7.-~"'-"""'''''''''~ ->L ,:-';r""&'i""~_'"'" SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS; ACOUSTICAL......$ 27.56 DIVERS TENDERS..............$ 30.28 DIVERS. . . . . . . . . . . . . . . . . . . . . . $ 68. 84 DRYWALL. . . . . . . . . . . . . . . . . . . . . $ 27. 56 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materials...................$ 27.71 MILLWRIGHTS. ....... ....... ..$ 28.04 PILEDRIVERS. ....... .........$ 28.04 13.30 13 .30 13.30 13.30 13.30 13.30 13.30 DEPTH PAY: 50 TO 100 FEET 101 TO 150 FEET 151 TO 200 FEET $1.00 PER FOOT OVER 50 FEET $1.50 PER FOOT OVER 101 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates) : Zone 2 - $0.85 Zone 3 - 1. 25 Zone 4 - 1. 70 Zone 5 - 2.00 Zone 6 - 3.00 W A08000 1 Modification 5 Federal Wage Determination 4 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770-003 06/01/2007 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES ACCOUSTICAL WORKERS.... ....$ BRIDGE, DOCK AND WHARF CAPPENTERS AND HEAVY & HIGHWAY. . . . . . . . . . . . . . . . . .. $ CARPENTERS AND DRYWALL APPLICATORS............... .$ CARPENTERS ON CREOSOTE MATERIAL.................. .$ DIVERS TENDER....... .......$ DIVERS. . . . . . . . . . . . . . . . . . . . . $ INSULATION APPLICATORS... ..$ MILLWRIGHT AND MACHINE ERECTORS.................. .$ PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING.......$ 32.69 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS. . . . . . . . . . . . . . . . . . . . . . $ 23. 25 23.25 10.85 32.49 10.85 23.25 10.85 23.25 10.85 33.29 10.93 74.82 10.93 23.25 10.85 33.49 10.85 10.85 10.85 W A080001 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 5 I I I I I cl~'~~_,""'__i"~'" I I I I I I I I I I I I I I (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside Zone Pay: o -25 radius miles 26-35 radius miles 36-45 radius miles 46-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: o -25 radius miles 26-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour W A08000 1 Modification 5 Federal Wage Determination 6 CARP0770-006 06/01/2007 Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum county west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes ACOUSTICAL WORKERS.........$ 32.62 BRIDGE, DOCK & WHARF CARPENTERS........... ......$ 32.49 CARPENTERS AND DRYWALL APPLICATORS................$ 32.49 CARPENTERS ON CREOSOTE MATERIAL...................$ 32.59 DIVERS TENDER..... ....... ..$ 33.29 DIVERS. . . . . . . . . . . . . . . . . . . . . $ 74.82 INSULATION APPLICATORS.....$ 32.49 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . . $ 33. 49 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING.......$ 32.69 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS. . . . . . . . . . . . . . . . . . . . . . $ 32.62 11 26 11.26 11. 26 11.26 10.93 10.93 11.26 11.26 11. 26 11.26 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 7 I I I I Zone Pay: o -25 radius miles 26-35 radius miles 36-45 radius miles 46-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1. 55/hour I -'I"'~=~":"'''' ""'-.' .,- '''''iC';=':1:U~~~~~~i~~= E~~~~fS~E-RN ~Mo~-t.EJ:\I,'n~AL"",WASHING't.ON-:';~&MJ:DLwRIGH'l',~-~'~'= ""='''=-''~"_',~,~"",'o-'_'= ,~'" ,~"-~ Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center I I Zone Pay: o -25 radius miles 26-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour I ELEC0046-001 07/02/2007 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES I Rates Fringes I Cable splicer....................$ 40.62 E 1 e c t r i c i an. . . . . . . . . . . . . . . . . . . . . . $ 3 6 . 9 3 3%+13.21 3%+13.21 ELEC0048-003 01/01/2008 I CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes I Cable splicer... . . . . . . . . . . . . . . . . . $ 34.40 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 34.15 3%+$14.85 3%+$14.85 HOURLY ZONE PAY I Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: I Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria. I Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50jhour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles$9.00/hour I * These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. I I I W A08000 1 Modification 5 Federal Wage Determination 8 I I ELEC0073-001 07/01/2007 I ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES I Rates Fringes Cable splicer.................. ..$ 25.87 ELECTRICIAN...... ...... ...... ....$ 25.47 3%+12.03 3%+12.03 I ELEC0076-002 03/01/2007 I GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes I Cable splicer.... ..... .... ... ....$ 36.31 ELECTRICIAN....... .... .... .......$ 32.71 3%+13 .19 3%+13.19 I ELEC0077-002 02/01/2007 Rates Fringes I Line Construction: CABLE SPLICERS.... ..........$ 42.09 GROUNDMEN...................$ 26.31 LINE EQUIPMENT MEN........ ..$ 32.32 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN....$ 37.58 POWDERMEN, JACKHAMMERMEN....$ 28.19 TREE TRIMMER......... ... ....$ 22.65 3.875+10.60 3.875%+8.60 3.875%+8.70 I 3.875%+10.60 3.875%+8.60 3.875%+8.35 I ELECOl12-005 06/04/2007 I ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES I Rates Fringes Cable splicer............... ... ..$ 33.50 ELECTRI ClAN. . . . . . . . . . . . . . . . . . . . . . $ 31. 90 3%+13.33 3%+13.33 I ELEC0191-003 08/31/2007 I ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes I Cable splicer.... ... ....... ......$ 35.71 ELECTRICIAN...... ........ ........$ 32.46 3%+11.97 3%+11.97 I I W A08000 1 Modification 5 F ederal Wage Determination 9 I I I I ELEC0191-004 08/31/2007 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES I Rates Fringes Cable splicer................. ...$ 31.31 3%+11.92 'I'S"',,"$~~'~-'~~""T"~C."~_~~~=.~=_~~~~~~",~;~:~"~"~~~~~",~"~"~'"~"~<<~"'~~~~"~~c:~~ ~:~~~~~~=;~~-~:~~~~~_~~~~~:~~~~"<<~~"'''-~ ~<w~"~~~"iO~ ELEC0970-001 06/01/2007 I COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes I Cable splicer....................$ 32.67 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 29.70 3%+11.00 3%+11.11 I ENGI0302-003 06/01/2007 I CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) , SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES I PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) I Zone 1 (0-25 radius miles) : Rates Fringes I Power equipment operators: Group 1A................... $ 33. 21 Group 1AA.................. $ 33. 78 Group 1AAA......... ........$ 34.34 Group 1..................... $ 32.66 Group 2..................... $ 32. 17 Group 3..................... $ 31.75 Group 4..................... $ 29.39 12.75 12.75 12.75 12.75 12.75 12.75 12.75 I I Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 I BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima I POWER EQUIPMENT OPERATORS CLASSIFICATIONS I GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) I GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) i Tower crane over 175 ft in height, base to boom I W A08000 1 Modification 5 Federal Wage Determination 10 GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch plant Operator- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; piledriver (other than crane mount); Rota-mill, rota-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 Ibs. and over with attachments; Horizontal/directional drill locator; Outside hoists-(elevators and manlifts), air tuggers, strata tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrapers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish machine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 11 I I I I attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator I fl~~~~->;;;-:::-- .n.'"- 5.'!~~~--=-~~-""'~~"?:';-..i'i'iI"';:;;;::'Gfi;;;'~-;'.n~-- 'i-.'i;;iiiii::;f-;:;--"O;'a~~~~d~~~-:r~...+~~~-~",-~.. ~-"';:=;~o=:...-"-r-~-~';:';::-~7OC~~-=-.,~;::sr-;;;;;;,.::.:c--:;;:;;--..s:~=:'_~i",=~-.::..~o/",,-:;..-..,.:r";;-;;-J7:..~::.il0-i.<-A~","--""~.r,"",::3ii2..";;:'~W':!i<;;i Category B Projects: 95% of the 'basic hourly race for eacu' group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: I I 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. I 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. I 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: I Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. I I I H-l Base wage rate outfitted with H-2 Class "e" Suit H-3 Class UB" Suit H-4 Class riA" Suit when on a hazardous waste site when not protective clothing - Base wage rate plus $ .25 per hour. - Base wage rate plus $ .50 per hour. - Base wage rate plus $ .75 per hour. I I I I I I W A08000 1 Modification 5 F ederal Wage Determination 12 ENGI0302-009 06/01/2007 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY Power equipment operators. GROUP 1 TOTAL PROJECT COST $300,000 AND OVER... ... ....$ 31.33 TOTAL PROJECT COST UNDER $300,000...................$ 26.96 GROUP 2 TOTAL PROJECT COST $300,000 AND OVER...... ....$ 31.46 TOTAL PROJECT COST UNDER $300,000...................$ 27.06 WORK PERFORMED ON HYDRAULIC DREDDGES: Zone 1 (0-25 radius miles) : GROUP 3 TOTAL PROJECT COST $300,000 AND OVER..........$ TOTAL PROJECT COST UNDER $300,000.................. .$ GROUP 4 TOTAL PROJECT COST $300,000 AND OVER..........$ TOTAL PROJECT COST UNDER $300,000.................. .$ GROUP 5 TOATL PROJECT COST $300,000 AND OVER..........$ TOTAL PROJECT COST UNDER $300,000. . . . . . . . . . . . . . . . . . . $ GROUP 6 TOTAL PROJECT COST $300,000 AND OVER........ ..$ TOTAL PROJECT COST UNDER $300,000.................. .$ Rates Fringes 12.75 8.40 12.75 8.40 31.84 12.75 27.38 8.40 31. 89 12.75 27.43 8.40 33.46 12.75 28.75 8.40 31. 33 12.75 26.96 8.40 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 13 I I I I POWER EQUIPMENT OPERATORS CLASSIFICATIONS: Assistant Mate (Deckhand Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen GROUP 4. Craneman, Engineer Welder "1~~_,""..c.;""".".",."""".Gg9P)?~2;;;;'-"#LE~VE:~J'.m9,.u" ';'.H%<!J;'a lJ). i c"",."",~~~~,-,"",~, :-. ;'.-m-A-""~'';;;","'''''''~~~~'''=~~_''''';;;;'-~~~'''~'''.''''--''"~-'''''';c~~c.",,~~ GROUP 6: Maintenance I GROUP 1. GROUP 2: GROUP 3: I Category B projects: 95% of the basic hourly rate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: I 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. I 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. I 3. Marine projects (docks, wharfs, etc.) less than $150,000. I Heavy Wage rates (Category A) Applies to clam shell dredge, hoe and dipper, shovels and shovel attachments, cranes and bulldozers. I HANDLING OF HAZARDOUS WASTE MATERIALS: I Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. I I H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "e" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "AU Suit - Base wage rate plus $ .75 per hour. I I I I I W A08000 1 Modification 5 Federal Wage Determination 14 ENGI0370-002 06/01/2007 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN fu~D YAKIMA (EAST OF THE 120TH MERIDIAN) COuNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP GROUP GROUP GROUP GROUP GROUP GROUP GROUP GROUP 1A. . . .. . ... . ... .. . . .. $ 1. . . . . . . . . . . . . . . . . . . . . $ 2. . . . . . . . . . . . . . . . . . . . . $ 3. . . . . . . . . . . . . . . . . . . . . $ 4. . . . . . . . . . . . . . . . . . . . . $ 5. . . . . . . . . . . . . . . . . . . . . $ 6. . . . . . . . . . . . . . . . . . . . . $ 7. . . . . . . . . . . . . . . . . . . . . $ 8. . . . . . . . . . . . . . . . . . . . . $ 22.69 23.24 23.56 24.17 24.33 24.49 24.77 25.04 26.14 9.02 9.02 9.02 9.02 9.02 9.02 9.02 9.02 9.02 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation) ; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzlemani Oiler Driver, & Cable Tender, Mucking Machine; Pumpmani Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable bladei welding Machine; Crane Oiler-Driver required) & Cable Tender, Mucking Machine. W A08000 1 Modification 5 F ederal Wage Determination I I I I I I I I I I I I I I I (CLD I I I 15 I I I I GROUP 2: A-frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor 'I~~~~~c,~-~~c-~~,~~~~~:~:~:~~~~D~:~~~~:~:~;~~~~:;m;~~:~~~~~f~a~~~~H~1"~~-i~~~~~~~~~.i'~~:'>~=~~W~~F~",~",~CF~-'~~ Stacker, hydra-lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable-concrete); Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator I I I I I GROUP 3: A-frame Truck (2 or more drums); Assistant Refrigeration Plant) & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar); Elevating Grader-type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator I I I I GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber-tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re-screening); Vacuum Drill (reverse circulation drill under 8 inch bit) Hoist) ; I I I I I I W A08000 1 Modification 5 Federal Wage Determination 16 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or 'similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer units with single blade; Paving Machine (asphalt and concrete); Quad-Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber-tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (Recycle Train) ;Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber-tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly and Similar); Ultra High Pressure waterjet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead, rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter pilot W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 17 I I I I BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over ,scale I NOTE: In computing the length of the boom on Tower Cranes, they . .~hall .~~, m~asu7ed . fr?m the base .of t?e To.wer to t~e ,point. ",.~""tiU'~-.. "Ii.~~'~~'''''''~''",,'''''~-'''.;;''",~ o.J"~I1l';""b_o..QJ1J"-'="-"":~:"-"?"~~"'''''~'"'''''''W;:-"",'''Ei'c''r~",,,~'''''''''''''~~~c':'~_~":""""",~~~~~",~~~,,,",'s"'__",,",""~""'06-~~"""''''~'"''''' HAZMAT : Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. I ENGI0370-006 06/01/2007 I ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES I WORK PERFORMED ON HYDRAULIC DREDGES I Rates Fringes I Hydraulic Dredge GROUP 1:.................... $ 31. 33 GROUP 2:.......... ... .......$ 31.84 GROUP 3:.................... $ 31. 89 GROUP 4:.................... $ 33. 46 GROUP 5:.................... $ 31. 33 GROUP 6:.................... $ 3 1 . 46 GROUP 7:.................... $ 31.84 12.75 12.75 12.75 12.75 12.75 12.75 12.75 I I GROUP 1: Assistant Mate (Deckhand) GROUP 2: Assistant Engineer (Electric, Booster Pump) GROUP 3: Engineer Welder GROUP 4: Leverman, Hydraulic GROUP 5: Maintenance GROUP 6: Oiler GROUP 7: Mates & Boatman Diesel, Steam, or I I I HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. I I I I W A080aO 1 Modification 5 Federal Wage Determination 18 I I ENGI0612-001 06/01/2007 I LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES I PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) I Rates Fringes I Power equipment operators: WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300,000 and over GROUP 1.................... $ 31. 33 GROUP 2....................$ 31.46 GROUP 3.................... $ 31.84 GROUP 4.................... $ 31. 89 GROUP 5.................... $ 33.46 GROUP 6.................... $ 3 1 . 33 WORK PERFORMED ON HYDRAULIC,pREDGES: Total Project Cost under $300,000 GROUP 1.................... $ 26.96 GROUP 2.......... . . . . . . . . . . $ 27.06 GROUP 3.................... $ 27. 38 GROUP 4.................... $ 27.43 GROUP 5.......... . . . . . . . . . . $ 28. 75 GROUP 6....................$ 26.96 I 12.75 12.75 12.75 12.75 12.75 12.75 I I 8.40 8.40 8.40 8.40 8.40 8.40 I I ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates I BASEPOINTS: Tacoma, Olympia, and Centralia I CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects: Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. I I I I W A080001 Modification 5 Federal Wage Determination 19 I I I I I 3. Marine projects (docks, wharfs, etc.) less than $150,000 WORK PERFORMED ON HYDRAULIC DREDGES: I GROUP 1: Assistant Mate (Deckhand GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or LI~.~:;;~""~."7~ =~,,;~~;:~:.~~-~~~:~:~~lI;~;r~:.~e.:~t~~~Boafmen~?~~~~~~;'"~~~~~;~;.;""::~"'~~;:~:~""'~.."'-_. GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance v~"i;"',-=-i"--,-~~=~~ - I HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS I HANDLING OF HAZARDOUS WASTE MATERIALS I H-1 - When not outfitted with protective clothing of level D equipment - Base wage rate H-2 - Class "C" Suit - Base wage rate + $.25 per hour H-3 - Class "B" Suit - Base wage rate + $.50 per hour H-4 - Class "An Suit - Base wage rate +$.75 per hour I ---------------------------------------------------------------- ENGI0612-002 06/01/2007 I LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES I ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. I Zone 1 (0-25 radius miles) : Rates Fringes I I Power equipment operators: GROUP 1A.... ..... .... .... ..$ 33.21 GROUP 1AA.................. $ 33. 78 GROUP 1AAA.................$ 34.34 GROUP 1..................... $ 32. 66 GROUP 2.... . . . . . . . . . . . . . . . . . $ 32. 17 GROUP 3. . . . . . . . . . . . . . . . . . . . . $ 31. 75 GROUP 4..................... $ 29. 39 12.75 12.75 12.75 12.75 12.75 12.75 12.75 I I Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA I POWER EQUIPMENT OPERATORS CLASSIFICATIONS I GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) I W A08000 1 Modification 5 Federal Wage Determination 20 GROUP 1AA - Cranes- 200 tons to 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Rota-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-lOa tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists-(elevators and manlifts), air tuggers, strata tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrapers, concrete and carryall; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 21 I 1 1 1 1 =1'= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts-under 3000 Ibs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and' under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole - - .C' . . c-=- ~igges_,: IT1.e.ff!"!:.l1:i.',gKIT,,;;[,.;!,bwj= f:.1tJ.llii!.(;" _:!:'.iJ:lTl2E3.i~~t:_E::X:;{:RiggS!K';~ng-,=::_~:~:i""~=- _-;c"="i,.,:,,, Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate outfitted with H-2 Class "C" Suit H-3 Class "B" Suit H-4 Class "A" Suit when on a hazardous waste site when not protective clothing - Base wage rate plus $ - Base wage rate plus $ - Base wage rate plus $ .25 per hour. .50 per hour. .75 per hour. ENGI0701-002 01/01/2008 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes Power equipment operators: (See Footnote A) GROUP 1..................... $ 35. 06 GROUP 1A.................... $ 3 6 . 75 GROUP 1B....................$ 38.44 GROUP 2..................... $ 33. 55 GROUP 3..................... $ 32.62 GROUP 4.. . . . . . . . . . . . . . . . . . . . $ 3 1 . 75 GROUP 5..................... $ 30. 72 GROUP 6..................... $ 27. 94 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 W A08000 1 Modification 5 Federal Wage Determination 22 Zone Differential (add to Zone 1 rates) : Zone 2 - $2.00 Zone 3 - $4.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARKi AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on state Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or projects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANYi BENDi coos BAYi EUGENEi GRANTS PASSi KLAMATH FALLSi MEDFORDi ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or proJects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or morei CRANE: Helicopter Operator, when used in erecting WOrki Whirley Operator, 90 ton and overi LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boomi HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachmentsi FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 23 I I I I GROUP lA: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over I I GROUP IB: LATTICE BOOM CRANE: Operator, 300 tons through 399 _ _ _____ ----_--.:--:-~dJls-~wJ t::h=:GjI,g-i::,:_2 g:0-2J:g~~~-!?Q(:)ri!c;~QRgr~t:Ci!;-=4 0j)~':.!:g~1?c'::An4 -=-c:>~~~;";-==-:~'1 <~-'c. - __ ~.,;~:- -':0-"'-- _~:-c-~ _-c.:c:: -:--:cc-"" - - - U FLOATINci EQUIP-MENT: -Floa.tingCi'ane-350-ton'-an(fo\t~r - -__ u.. - - I GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine, Bulldozer Operator, tandem, quadnine, DI0, Dll, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc. operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth-moving equipment; RUBBER-TIRED SCRAPERS: Rubber- tired scraper operator, with tandem scrapers, multi-engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over 130,0001bs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment) ; I I I I I I I I GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom) ; FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER-TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self-loading, paddle wheel, auger type, finish and/or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 ell yds. I I I I I W A08000 1 Modification 5 Federal Wage Determination 24 GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screedman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi-engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side-boom Operator; Cable-Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine) ; Hydro Axe (loader mounted or similar type); COMPACTORS SELF-PROPELLED: Compactor Operator, with blade; Compactor Operator, multi-engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K-17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel-Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller-Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry) ; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel-electric Engineer; Jack Operator, elevating barges, Barge Operator, self- unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel-Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel-electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 25 I 1 1 Operator; piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting -1--------- - ----- --- _!12,chj,ge - OP~f:c~J"9_:r;:i'megran,if)_~~j:E>JkIRMEJi";.:_HJ?L-'yxHD_1:.JIY :-'-'.PJ. esel :::-=:~-=-=~-------------- -- ------- - -- - - - -- -- --~~-~~i~~c o~:~~~~~~~~~~f~-~t~~~:~;o~~~~~g~;r~~~:f~r~~~~i1g--<'::,--- ,:-~--.'_-n - -- - -- - - - ---- ---- - - - -- - Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS: Rubber-tired Scraper Operator, single engine, single scraper; Self-loading, paddle wheel, auger type under 15 cu. yds.; Rubber-tired Scraper Operator, twin engine; Rubber-tired Scraper Operator, with push- pull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationary Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade-all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor operator, rubber-tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber-tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator 1 1 1 1 1 1 1 1 GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Rota-Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumpcrete Operator (any type); Pavement Grinder and/or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller-Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A-frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: 1 1 1 1 1 1 1 1 W A08000 1 Modification 5 Federal Wage Determination 26 I I Hydraulic Boom Truck, pittman; DRILLING: Churn Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 Ibs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 Ibs.; LOADERS: Loaders, rubber- tired type, less than 25,000 Ibs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE-SEWER WATER: Hydra hammer or similar types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi-purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; pulva-mixer or similar types; Chip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self-propelled construction job site; TRACTOR-RUBBER TIRED: Tractor operator, rubber-tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey I I I I I I I GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A-frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER. Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (excluding working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi-Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: oiler; Guardrail punch Oiler; Truck Crane Oiler-Driver; Auger oiler; Grade oiler, required to check grade; Grade Checker; Rigger; PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump operator (any power) ; Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; I I I I I I I I I W A08000 1 Modification 5 Federal Wage Determination 27 I I I I I -ICC'-=-c~--_-: =~ - - ---:;- ~ I I I I I I I I I I I I I I SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operator, mechanical, self-propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade _ -"J? j::l~YL T(J~NE.J:..-;=J:g!1-yftX:9L-c;>r,-=eJ::~::()~j;:N.E;:~f_~ ~;1::~J:i: ~!l:-:;equ~ P~~Q.t:-=--=--=-:--::-=::--::-c::--c-= ,-=- ==--:-::-_cc-,---=:: - --- op-erator - - -- ~ ~ ~ ENGI0701-003 01/01/2008 (revised from ENGI0701-004) Clark, Cowlitz, Klickitat, Pacific (South), Skamania, and Wahkiakum Counties Rates Fringes Dredging: ZONE A ASSISTANT ENGINEER. ...... ..$ 35.66 10.05 ASSISTANT MATE. . . . . . . . . . . . . $ 31.53 10.05 LEVERMAN, DIPPER, FLOATING CLAMSHELL. ........$ 38.12 10.05 LEVERMAN, HyDRAULIC....... .$ 38.12 10.05 TENDERMAN. .... ...... ..... ..$ 34.54 10.05 ZONE B ASSISTANT ENGINEER....... ..$ 37.66 10.05 ASSISTANT MATE. . . . . . . . . . . . . $ 33.53 10.05 LEVERMAN, DIPPER, FLOATING CLAMSHELL..... ....$ 40.12 10.05 LEVERMAN, HyDRAULIC....... .$ 40.12 10.05 TENDERMAN. ....... ........ ..$ 36.54 10.05 ZONE C ASSISTANT ENGINEER.........$ 38.66 10.05 ASSISTANT MATE. . . . . . . . . . . . . $ 34.53 10.05 LEVERMAN, DIPPER, FLOATING CLAMSHELL........ .$ 41.12 10.05 LEVERMAN, HyDRAULIC....... .$ 41.12 10.05 TENDERMAN................. .$ 37.54 10.05 ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B - Over 30-50 road miles from Portland City Hall. ZONE C - Over 50 road miles from Portland City Hall. *AII jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. W A08000 1 Modification 5 Federal Wage Determination 28 IRON0014-005 07/01/2007 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 28. 22 15.52 IRON0029-002 07/01/2007 CLARK, COWLITZ, KLICKITAT, PACIFIC, SK~~IA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 30. 25 15.52 IRON0086-002 07/01/2007 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 29.00 15.52 IRON0086-004 07/01/2007 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 32.40 15.52 W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 29 I I I I I 1------ --------- -- -- -- - - I I I I I I I I I I I I I I * LAB00001-002 06/01/2007 ZONE 1: Rates Fringes Laborers: CALLAM, GRAYS HARBOR, -- -:::-:--I-SI:J\N'D~-=-":JE1iFE-RSON~~~:rNG~--:~---=--~- --=-:-:- ---::::-- -:-:---::- .=----- KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1.................... $ 20. 25 GROUP 2... . . . . . . . . . . . . . . . . . $ 22. 81 GROUP 3.................... $ 28. 04 GROUP 4.................... $ 28. 55 GROUP 5.......... . . . . . . . . . . $ 29. 00 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA COUNTIES GROUP 1.................... $ 16. 58 GROUP 2....... ... ..........$ 19.00 GROUP 3.. ... ... ......... ...$ 20.80 GROUP 4... . . . . . . . . . . . . . . . . . $ 21. 30 GROUP 5.................... $ 21. 67 8.26 8.26 8.26 8.26 8.26 8.26 8.26 8.26 8.26 8.26 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective ci ty hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON W A08000 1 Modification 5 Federal Wage Determination 30 ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter, Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, alr and glas operated tool; Timber Person-sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; powderman; Re-Timberman; Hazardous Waste Worker (Level A) . W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 31 I I I I LAB00238-004 06/01/2007 I ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes ...~ "" "-t-... .;-~~ -t'"' --.,<- ~_"'~.~....- -IUC- -_ ~c-- c - -c - _~-:---_:-c -Lab0_:r?~J::'s_;:::c~=-~~_~~-~--::-' - - -.'_. .~~- -.-' ZONE 1: GROUP 1......:............. $ GROUP 2.......... . . . . . . . . . . $ GROUP 3.................... $ GROUP 4. . . . . . . . . . . .. ...... $ GROUP 5.................... $ GROUP 6.................... $ 7.45 7.45 7.45 7.45 7.45 7.45 19.71 21. 81 22.08 22.35 22.63 24.00 I I Zone Differential (Add to Zone 1 rate): $2.00 I BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. I LABORERS CLASSIFICATIONS I GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) I I GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumpcrete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers) ; Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumpcrete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer I I I I I I I W A08000 1 Modification 5 F ederal Wage Determination --------------- -----~ - -- ---~ --- - -- -- 32 I I GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; I Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) I I I I I GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high) ; Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; vibrators (all) I I I I I I GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class "D", (to include raise and shaft miner, laser beam operator on raises and shafts) I I GROUP 6 - Powderman I I I W A08000 1 Modification 5 Federal Wage Determination 33 I I I I * LAB00238-006 06/01/2007 I COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN - ~ -- ~ - .-'-:;'''''~';;'/''~~,-::''~-~''-~ <-~':;..:c~-r- ....~'"R' t........,'-+""'::t...~~'t"': .-\t>."'":t'" ;;.u~~.\"t_->~ ~"'~7 'X.~'.;<::t'1' f ~-;-"''''l'"'''~.i,.()'t..., 1-~-C::---:::---:::--: :-o--::--::-=-_c-: ;:c:-_;::--..:c_~-:: c::- :COC,-= _-ce: -~,;: ,~~-- - ~:_~;,;~:,;::~=-~~~c; "~Cj,;,-~"" ,;-- ~_~-~~_,-~:;-;,~~ J,J1g-g~~i{--:,,-;::~~=C::_~==--,~"-="--- --- - - - - c-:=-= -,-- - :-_---,--..:.---c:: Hod Carrier............ ..........$ 23.40 7.45 I LAB00335-001 06/01/2007 I CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES I Rates Fringes I Laborers: ZONE 1: GROUP 1.................... $ 25. 94 GROUP 2.................... $ 26. 54 GROUP 3.................... $ 26. 98 GROUP 4. . . . . . . . . . . . . . . . . . . . $ 27. 36 GROUP 5.................... $ 23. 44 GROUP 6.......... . . . . . . . . . . $ 21. 02 GROUP 7.... ...... .... ... ...$ 17.82 8.25 8.25 8.25 8.25 8.25 8.25 8.25 I I Differential (Add to Zone 1 rates) : I Zone Zone 2 $ Zone 3 Zone 4 Zone 5 0.65 1.15 1. 70 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER I I ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. I I I I I W A08000 1 Modification 5 Federal Wage Determination 34 LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Guard Rail, Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed) ; Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight-Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilllng, blasting, barring-down, or sloping and stripping); Manhole Builder; powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; vibrator; Water Blaster W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 35 I I I I GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel I GROUP 5: Tr~ffic,~lagg~rs -1-"'. O'C'" ,._cc -~- C:-C" 0 --:'"" _'O_-20''''-__:'~::;___::' ::-... .-:c. -:-0 ".:o:;;--::~ -. c: ~~. ~--.; -:; :--""' :-'~C".'.' ~=c-:::=- '--='..:'".= cc'-=-=:--.-:--C'".:::- ".O':~ CC": -.," :=~=:::'"" :-""'-"::-:-:. C:.~:. :.7~ " -~.' :: .'''.--.-:;''"C'"..- ::::-.- C:" -,: :--;; GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers 1 LAB00335-010 06/01/2007 I CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES I Rates Fringes Hod Carrier................. .....$ 27.96 8.2S 1 PAINOOOS-002 06/01/2007 I STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES I Rates Fringes Painters: STRIPERS. . . . . . . . . . . . . . . . . . . . $ 25.38 11.02 1 PAINOOOS-004 07/01/2007 I CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES I Rates Fringes PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . . $ 19. 91 6.8S I 1 I I 1 W A08000 1 Modification 5 F ederal Wage Determination 36 PAIN0005-006 07/01/2007 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tan~s, Stacks, Steeples. . . . . . . . . . . . . . . . . . . . $ 20.84 Over 30'/Swing Stage Work..$ 21.54 Brush, Roller, Striping, Steam-cleaning and Spray....$ 15.09 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . . $ 20.84 TV Radio, Electrical Transmission Towers.........$ 21.59 Over 30'/Swing Stage Work..$ 22.29 7.38 7.38 6.18 7.38 7.38 7.38 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. PAIN0055-002 04/01/2008 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller. .............$ 19.88 High work - All work 60 ft. or higher.. ...... ... ....$ 20.63 Spray and Sandblasting......$ 20.48 7.05 7.05 7.05 PAIN0055-007 06/01/2007 CL~~K, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . . $ 28.27 8.27 W A08000 1 Modification 5 F ederal Wage Determination I I I I I I I I I I I I I I I I I I 37 I I I I PLAS0072-004 06/01/2007 I ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES ~I" . -"'""; :-':"".,_c," ---." "~~.;: -=~--- "c::c;c;::=,~,",-~,,- :O::""C" .:;:~~ ~:""-:::-",,;:.,-;:~;.-_--:,,:~ o~~ ~_=--~:c~,: ~~,::;_c-:;:::;:/~~-=-;d::.~:;.~;;::::-:::;~~~~-:c';~~::~_=--;:~;::;:';~::^":,,c'":c =:--'-. -~:~-,,-_:-:-~::,:: - Rates Fringes Cement Mason/Concrete Finisher ZONE 1:..................... $ 24. 68 I 7.98 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 I BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office I PLAS0528-001 06/01/2007 I CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES I Rates Fringes I Cement Masons: CEMENT MASON................$ 32.69 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.$ 33.19 11.89 11.89 I PLAS0555-002 06/01/2007 CLARK, KLICKITAT AND SKAMANIA COUNTIES I ZONE 1: Rates Fringes I I Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD..$ 26.61 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD............$ 26.10 CEMENT MASONS. .... ..........$ 25.59 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS...$ 26.10 14.83 I 14.83 14 .83 I 14.83 I I W A08000 1 Modification 5 F ederal Wage Determination 38 Differential (Add To Zone 1 Rates) : Zone Zone 2 - Zone 3 Zone 4 Zone 5 $0.65 1.15 1. 70 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall PLUM0032-002 01/01/2008 CLALLAM, KING AND JEFFERSON COUNTIES Rates Fringes Plumbers and Pipefitters. ........$ 39.88 17.51 PLUM0032-003 06/01/2007 CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES Rates Fringes Plumbers and Pipefitters. ...... ..$ 26.78 14.29 PLUM0044-003 06/01/2007 ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES Rates Fringes Plumbers and Pipefitters ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY) , FERRY (EASTERN PART) , LINCOLN, PEND ORIELLE AND STEVENS AND SPOKANE COUNTIES. . . . . . . . . . . . . . . . . . . . $ 30. 14 WHITMAN COUNTY... ... ...... ..$ 36.24 12.81 12.81 W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 39 I I I I PLUM0082-001 06/01/2007 1 CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNTIES 1- -'~: "," '-'--:-'"="-.":'"="--'-""'" :."'~-=.. --':""':C;;: -=- :~~: .--:c- _c: -. .--=_-_--~:-_c._-_:~: :.RC3.te_~_ :' - c.:-:",,":,_,:,-:.,-.~::tr~i_ng~'!3~_.,;;-:..___--::..~=--_~-_- - _":_':~-':-"-::c----,-.-'_-=--:c_~-'=- ,-::C-,:: :-:-:.. ~-:-.- Plumbers and Pipefitters_. ... ....$ 35.55 15.32 1 PLUM0265-003 06/01/2007 ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHAT COM COUNTIES 1 Rates Fringes Plumbers and Pipefitters.. ... ....$ 35.55 15.32 1 PLUM0290-003 04/01/2008 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) 1 Rates Fringes Plumbers and Pipefitters..... ....$ 35.69 16.39 I PLUM0598-005 06/01/2007 I ADAMS (SOUTHERN PART), ASOTIN (EXCLUDING THE CITY OF CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY (WESTERN PART), FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN (EASTERN), WALLA WALLA AND YAKIMA COUNTIES 1 Rates Fringes I PLUMBER. . . _ . _ . . _ . . _ . . . . . . . . . . . . . . $ 35. 69 18.55 I I I I 1 1 W A08000 1 Modification 5 F ederal Wage Determination 40 I I PLUM0631-001 06/01/2007 I MASON (NE SECTION), AND KITSAP COUNTIES Rates Fringes I Plumbers and Pipefitters All new construction, additions, and remodeling of commercial building projects such as: cocktail lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes where the plumbing and mechanical cost of the project is less than $100,000....................$ 27.39 All other work where the plumbing and mechanical cost of the project is $100,000 and over... ........$ 34.90 I I I I 11.18 I 15.32 TEAM0037-002 06/01/2007 I CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES I Rates Fringes I Truck drivers: ZONE 1 GROUP 1................ ....$ 25.65 GROUP 2....................$ 25.77 GROUP 3... . . . . . . . . . . . . . . . . . $ 25. 90 GROUP 4. . . . . . . . . . . . . . . . . . . . $ 26. 16 GROUP 5... . . . . . . . . . . . . . . . . . $ 26.38 GROUP 6.................... $ 26.54 GROUP 7.................... $ 26.74 11.63 11.63 11.63 11.63 11.63 11.63 11.63 I I Differential (Add to Zone 1 Rates) : I Zone Zone 2 - Zone 3 Zone 4 Zone 5 $0.65 1.15 1. 70 2.75 I I I W A08000 1 Modification 5 F ederal Wage Determination 41 I I I I BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER I ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the ~~see~~i~~ c~ty ha~l. -I~ ~C ,_~"".r',_ _"~"',",_,_ ,~~. "....,_""'"~><-"_~-'r-~_ .~_, __ _,~~___ _~~~~... ~'.,.,....,~"... ~ ~,~.."~~____._.._"-,,,= ~_ ~~__"""~_~_ '"_~ -_~~~ "-.~~~ ~_.;'",_~...__~"""....._<~___~_"",""...",~~____~....._.. ~..............~.... _.-~~__~~.............__,_", ~.__r ____._ ,,_~_._,~ _ _ __ ______ --..."....:'...-~-_.-c:.--- --~ _~ --. __'"'_ ",;;.-- ~ ""'"--::""'~-':'--'--_-,-- ---"='-0;--. "- _ -o-~-_"'-"--- --~=-=-,,- ---- _-"'---- ---~_ =,,_=-_---=-..0-- :_ _ __ ___"0-=____-,,=-..=.-_,,--- ___ __ __ ____ __ _ ___ _ _ u - ---- - ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. I ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. I ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS I GROUP 1: A Frame or Hydra lift truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch plant (manually operated); pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman I I I I I GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trucks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons I I GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self-Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic-WeIder-Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons I I I I W A08000 1 Modification 5 Federal Wage Determination 42 GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom dumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry' Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including EO cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) TEAM0174-001 06/01/2007 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1:................... $ 29.42 GROUP 2:......... . . . . . . . . . . $ 28.71 GROUP 3:......... . . . . . . . . . . $ 26.18 GROUP 4:......... . . . . . . . . . . $ 21.69 GROUP 5:................... $ 29. 07 12.48 12.48 12.48 12.48 12.48 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from center of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: W A08000 1 Modification 5 F ederal Wage Determination I I I I I I I I I I I I I I I I I I 43 I I I I I 'I~-" ,-"-~, ~ - - -- ~ - ~----- I I I I I I I I I I I I I I BELLINGHAM EVERETT SEATTLE TACOMA OLYMPIA BELLEVUE KENT BREMERTON CENTRALIA SHELTON PORT ANGELES PORT TOWNSEND RAYMOND ANACORTES MT. VERNON ABERDEEN TRUCK DRIVERS CLASSIFICATIONS ,->:-:;'"CCC-~ -_-\GROUP-~ i'c:~-:~~~i].G_'f'f'ame;;:~0r;;-Hydrai i-{t~~_~tr:'r1:lcks;:;an~i:-Boom:;trucks;or~~:-' ~~~~-:;:;;~""" similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,000 gallons and over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks-less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or pilot Car GROUP 5 - Mechanic W A08000 1 Modification 5 Federal Wage Determination ~~..&c _~"",_~~~m"-~__'-"''-__''''''''''''''''~_ - ----------- -- - -------- ---- - - - - 44 HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is requ~red, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. TEAM0760-002 06/01/2007 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: GROUP 1.................... $ 19.27 GROUP 2.................... $ 21. 54 GROUP 3.................... $ 22.04 GROUP 4. . . . . . . . . . . . . . . . . . . . $ 22.37 GROUP 5.................... $ 22.48 GROUP 6.................... $ 22.65 GROUP 7... . . . . . . . . . . . . . . . . . $ 23.18 GROUP 8.................... $ 23.51 10.55 10.55 10.55 10.55 10.55 10.55 10.55 10.55 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or pilot Car; Employee Haul; Power Boat Hauling Employees or Material W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 45 I 1 1 1 1 -1------>>>>>> .>. - -- - -- ---- I 1 1 I 1 1 I I I I I I I I GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & > :cc~ :=. '1~~l}f:~Wi"~~!:B{~!!l~?~;?~ftfi~Of~~~~t~tIi:~~~~~~i~~';~~i~~tiF;~:>~~'c~':';~:~,^=~~:,>.,- :""~.~- c;c; o. ~:.-.'~'~:'> - (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & r~ceiving) j Wrecker & Tow Truck GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under) j Self- loading Roll Offj Semi-Truck & Trailerj Tractor with Steer Trailerj Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.) j Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.) j Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton) j Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driverj Flowboysj Fork Lift (over 16,000 lbs.) j Dumps (Semi-end) j Mechanic (Field) j Semi- end Dumpsj Transfer Truck & Trailerj Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.) j Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.) j Truck and PUpj Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons) j Lowboy(over 50 tons) GROUP 7: Oil Distributor Driverj Stringer Truck (cable operated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.) j Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.) j Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons)j GROUP 8: Prime Movers and Stinger Truckj Trucks, side, end, bottom and articulated end dump (over 100 yds.) j Helicopter Pilot Hauling Employees or Materials W A08000 1 Modification 5 Federal Wage Determination 46 Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows. LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical splash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. W A08000 1 Modification 5 Federal Wage Determination I I I I I I I I I I I I I I I I I I 47 I I I I with regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: I Branch of Construction Wage Determinations Wage and Hour Division U.S. Depqrtment ot ~~bor 200 Constitutlon Avenue, N.W. Washington, DC 20210 I~--- ~ - I 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: I Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 I I The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. I 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: I Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 I 4.) All decisions by the Administrative Review Board are final. I ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION I I I I I W A08000 1 Modification 5 F ederal Wage Determination I 48 I I I I I I I I I I I I I I I I I I I Attachment C Request for Information And Contract Change Order Forms PW 407_04 Part04.doc [Revised March 2008] I I I I I-- I I I I I I I I I I I I I I REQUEST FOR INFORMATION (RFI) FORM PROJECT NAME. PROJECT/CONTRACT NUMBER ORIGINATOR: ITEM: REFERENCE DRAWING OR SPECIFICATION: DESCRIPTION OF CLARIFICATION/REQUEST: DOwner o Contractor DATE REPLY REQUESTED' CRITICAL TO SCHEDULE: [j YES 0 NO ORIGINATOR SIGNATURE' DATE: COMMENTS RFI Number' PW 407_04 Part04.doc [Revised March 2008] I I I I I~ I I I I I I I I I I I I I I CONTRACT CHANGE ORDER (CCO) NO. Project Name Date Contractor PrOject No DESCRIPTION OF WORK , You are ordered to perform the following described work upon receipt of an approved copy of this Change Order: 1. Describe work here 2. Additional work, etc.... Such work will be compensated by: check one or more of the following as applicable [ ] Increase or [ Decrease In bid Items; [ ] Force Account; [ ] Negotiated PrIce. The descrIbed work affects the existing contract items and/or adds and/or deletes bid items as follows. , "";;" Item Descnptlon RFI# ",""J Qty Unit $ Cost Per Unit $ Cost Net $ Cost Adj. Days No \, ," :,:" " " ,~"'::>-';, : ,,' 1 :,';.~'> Ono " , '~ ' :-'/ i' " 1 "' . ::<:- ."", Rev " ::,J ,~ \' , " : :':,,;':>~:':~:,"~:"~' 2 Ono. /-, ~,,',t~~~' ( ,'~ , Rev ORIGINAL CURRENT EST. NET CHANGE TOTAL CHANGE ORDERS, EST CONTRACT AFTER CONTRACT CONTRACT THIS CHANGE ORDER INCLUDING THIS ONE THIS CHANGE ORDER * * . * * DAYS XX DAYS yy DAYS zz DAYS xx+zz.yy DAYS YY+ZZ · Amount with applicable sales tax included All work, matenals and measurements to be In accordance With the provIsions of the onglnal c.ontract and/or the standard specifications and special provIsions for the type of construction Involved. The payments and/or additional time specified and agreed to in thiS order include every claim by the Contractor for any extra payment or extension of time With respect to the work descnbed herein, including delays to the overall project , APPROVED BY. ' SIGNATURE: DATE: PROJECT ENGINEER CITY ENGINEER CONTRACTOR PUBLIC WORKS & UTILITIES DIRECTOR CITY MANAGER CITY COUNCIL APPROVAL DATE. PW 407_04 Part04.doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I Attachment D Contractor's Application For Payment PW 407_04 Part04 doc [Revised March 2008] I -I I I I I I I -1-- I- I -1- -I I I I I I I CONTRACTOR'S APPLICATION FOR PAYMENT EASTERN CORRIDOR PHASE II, PROJECT NO. 06~21 Area 1 Page 1 of 2 TO: City of Port Angeles DATE: Public Works & Utilities Department P.O. Box 1150 Port Angeles, WA 98362 FROM: PAYMENT REQUEST NO. PERIOD From: to [end of penod]: STATEMENT OF CONTRACT ACCOUNT 1 Original Contract Amount [Excluding Sales Tax] $ 2 Approved Change Order No(s). [Excluding Sales Tax] $ 3 Adjusted Contract Amount (1 +2) $ 4 Value of Work Completed to Date [per attached breakdown] $ 5 Material Stored on Site [per attached breakdown] $ 6 Subtotal (4+5) $ - 7 8.4% Sales Tax [at 83% of subtotal], As Applicable $ 8 Less Amount Retained [at 5% of subtotal] $ 9 Subtotal (6+7-8) $ 10 Total Previously Paid [Deduction] $ 11 AMOUNT DUE THIS REQUEST (9-10) $ _ WAIVER OF CLAIMS FOR EXTRA COST OR TIME: The undersigned Applicant waives and releases, up through the date hereof, any and all claims for costs or item extensions arising out of or relating to extra or changed work or delays or acceleration not specifically identified and reserved in the amounts identified below or previously acknowledged in writing by the City of Port Angeles. CERTIFICATE OF THE CONTRACTOR: I hereby certify that the work performed and the materials supplied through the ending period date noted above represent the actual value of accomplishment under the terms of the contract (and all authorized changes) between the Applicant and the City of Port Angeles, relating to the above referenced project, and that the remaining contract balance is sufficient to cover all costs of completing the work in accordance with the contract documents. Continued on Page 2 PW 407_04 Part04 doc [Revised March 2008] I I I I I- I I I I I I I I I I I I I I CONTRACTOR'S APPLICATION FOR PAYMENT Page 2 of 2 I also certify that all lower-tier payments, less applicable retention, have been m'ade by the Applicant for the periods covered by previous payment(s) received by the Applicant to (1) all lower- tier subcontractorsl suppliers, and (2) for all matenals, equipment and labor used OLin connection with the performance of this contract. I further certify that I have complied with all federal, state and local tax laws, including Social Secunty laws and Unemployment Compensation laws and Workmen's Compensation laws, insofar as applicable to the performance of this work, and have paid all such taxes, premiums and/or assessments arising out of the performance_ ()f the work. I further certify that, to the best of my knowledge, information and belief, all work for which prevIous payment(s) have been received shall be free and clear of liens, claims, security interests and encumbrances in favor of the Contractor, subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the work. Within seven (7) days of receipt of the payment requested herein, all payments, less-applicacle retention, will be made through the period covered by this pay request to all my lower~tier subcontractors/suppliers and for all materials, equipment, labor, taxes and assessments arising out of the performance of all said lower-tire work. DATED: CONTRACTOR: SIGNATURE: PRINTED NAME AND TITLE: SUBSCRIBED AND SWORN to before me this day of ,20_. Notary Public in and for the State of residing at My appointment expires APPROVAL: Project Manager Date City Engineer Date PW 407_04 Part04.doc (Revised March 2008] I I I I I I I I I I I I I I I I I I I Attachment E Sample Acord-25 Certificate of Liability Insurance PW 407_04 Part04.doc [Revised March 2008] I' '"i~t" :"'\t:~7>,Zr-:g:,,,,;,-,,~,,,,J,1'"i1,,,,,,,,!'!";;,,~r{~ll'~''''~~~~~W~~~~'~~~''''~;''\:::;;Oi'A~I';f!4"";'''mlm\'r.;:r,"'';F'ii;A''';;"H''e'E!;!'''''!iM';'?"'JI,,r'<!';;fi~Y.;)J't,~,~ ~ ~ il II il COVERAGES II II il II 'I II II II A CORDTM I CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYY) PRODUCER r THIS CERTIFICATE IS ISSUED AS A M;l,TTER OF INFORMATION ONLY Insurance Agent AND COf\JFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE Address COVERAGE AFFORDED BY THE POLICIES BELOW CIty, State, ZIp Code Telephone & Fax No (Includmg Area (?ode) INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: ABC Insurance Company Contractor Name INSURER S' XYZ Insurance Company Address INSURER C: CIty, State, ZIp Code INSURER 0: Telephone No (Includmg Area Code) INSURER E. I THE POLICiES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBE" DATE IMMIDDIYY) DATE (MMlDDIYY) LIMITS A GENERAL LIABILITY EACH OCCURENCE $1,000,000 - X OMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) S I 00.000 I CLAIMS MADE 00 OCCUR MED EXP (Anyone person) S 5.000 PERSONAL & ADV INJURY $1.000,000 - X Per Pr01ect A[!IITe[!ate GENERAL AGGREGATE $ 2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER- PRODUCTS - Comp/Op Agg I 2.000.000 ~OLICYrxl ~:gT n LOC B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000.000 (Ea acadent' - ANY AUTO .L BODILY INJURY ALL OWNED AUTOS SAM P LE (Per pe~on) $ - SCHEDULED AUTOS BOOIL Y INJURY - HIRED AUTOS (Per acadent) $ .L l NON-OWNED AUTOS PROPERTY DAMAGE (Per aCCldent) $ - GARAGE LIABILITY AUTO ONLY - Ea ACCident I $ - ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGG $ - .- I 'Xl'SS,""BRELLA UAB'LTY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ $ , DEDUCTIBLE $ - - RETENTION $ WORKER'S COMPENSATION AND I I we STAT~ I ~ OTH- A EMPLOYERS'lIABILlTY TORY LIMITS ER - WA Stop Gap ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT S 1.000,000 OFFICER/MEMBER EXCLUDED? EL DISEASE - EA S 1,000,000 If yes, descnbe under EMPLOYEE SPECIAL PROVISIONS BELOW EL DISE.".SE - POLICY I S 1,000,000 LIMIT OTHER I , I DESCRIFTION OF OFERATIONSILOCATIONSNEHICLESIEXLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CIty ofPort Angeles is added as general lIabIlIty addltional Insured (SEE ATTACHED E?'-i"DORSEMENT). Insert Project Name and Number here CERTIFICATE HOLDER CANC ELLA TION CIty of Port Angeles SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED, OR REDUCED PublIc Works & Utlhtles Dept AS TO COVERAGE, BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING P O. Box 1150 COMPANY WILL I:'I~I:"'C" -" MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE Port Angeles, WA 98362 HOLDER NAMED TO THE LEFT, BY CERTIFIED MAIL 9"- .' I' ""I; -c .., Ih ~','C'J 'Ie-I':;I: .Wl' 'flrg.. ~IC C.l'C'-'OI ~" lI'.I' ITY "r '~IY ~"I~ '.'ro' -I>'I; c::'~r^"f'~ I~t ^c:"r-",,€ ""'n r"I........~,..g:"r........."'!:i AUTHORIZED REPRESENTATIVE . -----,.,.. ,.. ,... ,..,...., @ ACORD CORPORATION 1988 I I - :1 I I I I I I I I I I I I I I I I I I I I I I Attachment F Request to Sublet and Subcontract Certification Forms PW 407_04 Part04 doc [Revised March 2008] I I ...... -w Washington State Department of Transportation Request to Sublet Work o Subcontractor 0 Lower Tier Subcontractor 0 DBE I 1 Pnme Contractor rederal Employer I 0 Number * State Contract Number -------- Job Descnptlon (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I D Number' Address ~~TelePhOoe N"mbe, City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, 10 of Corresponding Subcontractor * If no Federal Employer 10 Number, Use Owner's Social Security Number Item No Partial Item Descnptlon Amount I understand and Will msure that the subcontractor Will ) P~e Co"tmdo, S',OO'"ffi Date comply fully With the plans and specifications under whIch this work IS bemg performed Department of Transportation Use Only Percent ofTotal Contract DBE Status Venficatlon This Request % I PrevIous Requests % Sublet to Date % Project Engineer Date Approved. Region Construction Engineer I'm o Approved (When Required) .1 1 I I I I I 1 I I 1 I I I I DOT Form 421-012 EF Revised 7/02 Dlstnbutlon White (Onglnal) . Region Canary (Copy) . Project Engineer Pink (Copy) . Contractor 1 1- r-- - ~ Ih- I 1 I I I I I I I I I I I- I Contractor and Subcontractor or - Lower Tier Subcontractor Certification for City of Port Angeles ProjcttS (ReqUIred for each Subcontractor or Lower Tier SubconTractor on all prOjt'c(3) - - -- - - - - [ Project Number I ] Project Name - - -- -- Subcontractor or Lower Tier Subcontractor To be signed by proposed subcontractor or lower tier subcontractor The contract documents for this subcontract include the minimum prevailing wage rates. I certify the above statement to be true and correct. Company By Date Title Contractor Certification To be completed and signed by the contractor 1. o A written agreement has been executed between my firm and the above subcontractor. 2. 0 A written agreement has been executed between (the subcontractor) and the above lower tier subcontractor. The contract documents for (1) or (2) marked above include the minimum prevailing wage rates. I certify the above statements under Contractor Certification to be true and correct. Company By Date Title I PW-0407_25 [New07/05] I I I I I I I I I I I I I I I I I I I Attachment G Amendments to the Standard Specifications PW 407_04 Part04.doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2008 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1-04, SCOPE OF THE WORK April 7, 2008 1-04.4(1) Minor Changes The first sentence in the first paragraph is revised to read: Payments or credits for changes amounting to $15,000 or less may be made under the bid item "Minor Change." 1-04.5 Procedure and Protest by the Contractor In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 calendar days. The second sentence in the fifth paragraph is revised to read: The determination will be provided within 14-calendar days after receipt of the Contractor's supplemental written statement (including any additional information requested by the Project Engineer to support a continuing protest) described in item 2 above. SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC April 7, 2008 1-07.2(2) State Sales Tax: Work on State-Owned or Private Land The following' new paragraph is inserted in front of the first paragraph: State Department of Revenue Rule 170 and its related rules apply for this section. 1-07.9(1) General The following new paragraph is inserted to follow the sixth paragraph: PW 407_04 Part04.doc [Revised March 2008] The Contractor shall ensure that any fir:m (Supplier, Manufacturer, or Fabncator) that falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 296-127- 010, complies with all the requirements of RCW 39.12. 1-07.15(1) Spill Prevention, Control and Countermeasures Plan ThIS section is revised to read: The Contractor shall prepare a project-specific spill prevention, control, and countermeasures plan (SPCC Plan) that will be used for the duration of the project. The Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on-site construction activities may commence until WSDOT accepts an SPCC Plan for the project. The term "hazardous materials", as used in this Specification, is defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M31-11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in but not limited to WAC 296-824 and WAC 296-843. Implementation Requirements The SPCC Plan shall be updated by the Contractor throughout project construction so that the written plan reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. All project employees shall be trained in spill prevention and containment, and shall know where the SPCC Plan and spill response kits are located and have immediate access to them. If hazardous materials are encountered or spilled during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. The Contractor shall supply and maintain spill response kits of appropriate size within close proximity to hazardous materials and equipment. The Contractor shall implement the spill prevention measures identified in the SPCC Plan before performing any of the following: 1. Placing materials or equipment in staging or storage areas. 2. Refueling, washing, or maintaining equipment. 3. Stockpiling contaminated materials. SPCC Plan Element Requirements The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel Identify the name(s), title(s), and contact information for the personnel responsible for implementing and updating the plan, including all spill responders. 2. Spill Reporting List the names and telephone numbers of the federal, State, and local agencies the Contractor shall notify in the event of a spill. 3. Project and Site Information Describe the following items: A. The project Work. B. The site location and boundaries. PW 407_04 Part04.doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spill Scurces- -- Describe each of the following for all potentially hazardous materials brought or generated on-site (including materials used for equipment operation, refueling, maintenance, or cleaning): A._ -Name of material and its intended use. B. Estimated maximum amount on-site at anyone time. C. Location{s) (including any equipment used below the ordinary high water -line) where the material will be staged, used, and stored and the distance{s) -- irom nearby waterways and sensitive areas. D. Decontamination location and procedure for equipment that comes into contact with the material. E. : Disposal procedures. 5. Pre-Exi~ting Contamination Describe any- pre-existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract documents. Identify equipment and work practices that will be used to prevent the release of contam in.ption. 6. Spill Prevention and Response Training Describe how and when all personnel (including refueling contractors and Subcontractors) will be trained in spill prevention, containment and response in accordance with the Plan. Describe how and when all spill responders will be trained in accordance with WAC 296-824. 7. Spill Prevention Describe the following items: A. Spill response kit contents and location{s). B. Security measures for potential spiil sources. C.. Secondary containment practices and structures for hazardous materials. D. Methods used to prevent stormwater from contacting hazardous materials. E. Site inspection procedures and frequency. F. Equipment and structure maintenance practices. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum based products. H. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. PW 407_04 Part04 doc [Revised March 2008] 8. SpIll Response Outline the response procedures the Contractor will follow for each scenario listed below. Include a description of the actions the Contractor shall take and the specific, on-site, spill response equipment that shall be used to assess the spill, secure the area, contain and eliminate the spill source, and clean up and dispose of spilled and. . contaminated ma.tenaf. A. A spill of each type of hazardous material at each location identified in 4, above. B. Stormwater that has come into contact with hazardous materials. C. A release or spill of any pre-existing contamination and contaminant source described in 5, above. D. A release or spill of any unknown pre-existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring dunng Work with equipment used below the ordinary high water line. . If the Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor under item 1 (above).. identify when the Subcontractor will be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. E. Hazardous materials, equipment, and decontamination areas identified in 4, above. F. Pre-existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor will use in the event of a release or spill. Payment Payment will be made in accordance with Section 1-04.1 for the following Bid item when it is included in the Proposal: "SPCC Plan", lump sum. PW 407 04 Part04.doc [Revised March 20081 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I When the written SPCC is accepted by WSDOT, the Contractor shall receive 50-percent of the lump sum Contract price for the plan. The remaining 50-percent of the lump sum price will be paid after the materials and equipment called for in the plan are mobilized to the project. The lump sum payment for "SPCC Plan" shall be full pay for: 1. All costs associated with creating the accepted SPCC Plan. . 2. All costs associated with providing and maintaining the on-site spill prevention equipment described in the accepted SPCC Plan. 3. All costs associated with providing and maintaining the on-site standby spill response equipment and materials described. in the accepted SPCC Plan. 4. All costs associated with implementing the spill prevention measures identified in the accepted SPCC Plan. 5. All costs associated with updating the SPCC Plan as required by this Specification. As to other costs associated with releases or spills, the Contractor may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted from the Contractor's operations, negligence, or omissions. 1-07.17(2) Utility Construction, Removal or Relocation by Others The first sentence in the second paragraph is revised to read: If the Contract provides notice that utility work (including furnishing, adjusting, relocating, replacing, or constructing utilities) will be performed by others during the prosecution of the Work, the Special Provisions will establish the utility owners anticipated completion. The first sentence in the third paragraph is revised to read: When others delay the Work through late performance of utility work, the Contractor shall adhere to the requirements of Section 1-04.5. SECTION 1-08, PROSECUTION AND PROGRESS April 7, 2008 1-08.3(2)A Type A Progress Schedule This section is revised to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 days after the date the contract is executed, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.5 Time for Completion The third sentence in the first paragraph is revised to read: A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor's approved progress PW 407_04 Part04.doc [Revised March 2008] schedule, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. 1-08.6 Suspension of Work The first paragraph is revised to read: The Engineer may order suspension of all or any part of the Work if: 1. Unsuitable weather that prevents satisfactory and timely performanG.e of the Work; or 2. The Contractor does not comply with the Contract: or 3. It is in the public interest. 1-08.7 Maintenance During Suspension The first sentence in the fourth paragraph is revised to read: If the Engineer determines that the Contractor has pursued the Work diligently before the suspension, then the Contracting Agency will maintain the temporary Roadway (and bear Its cost). The fifth paragraph is revised to read: The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor, except those costs associated with implementing the TESC Plan according to Section 8-01. The seventh paragraph is revised to read: After any suspension, the Contractor shall resume all responSibilities the Contract assigns for the Work. SECTION 1-09, MEASUREMENT AND PAYMENT April 7, 2008 1-09.9 Payments The first paragraph is supplemented with the following: For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction meeting. The second sentence in the third paragraph is revised to read: Unless otherwise provided in the payment clause of the applicable Specifications, partial payment for lump sum Bid items will' be a percentage of the price in the Proposal based on the Project Engineer's determination of the amount of Work performed, with consideration given to but not exclusively based on the Contractors lump sum breakdown. The third paragraph is supplemented with the following: PW 407 04 Part04 doc rRevised March 20081 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I The determination of payments under the contract will be final in accordance with Section 1- 05.1. 1-09.9(1) Retainage In the fourth paragraph, number 1, the reference to $20,000 IS revised to read $35,000. SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS April 7, 2008 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence in 3. is supplemented with the following: For removal of bituminous pavement, asphalt planing equipment may be used in lieu of sawcutting provided that a clean vertical edge remains. SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT January 7,2008 2-03.1 Description The first sentence in the first paragraph is revised to read: The Work described in this section, regardless of the nature or type of the materials encountered, includes excavating and grading the Roadway, excavating in borrow pits, excavating below grade, excavating channels and ditches, removing slide material, and disposing of all excavated material. 2-03.3(3) Excavation Below Grade The section title is revised to read: 2-03.3(3) Excavation Below Subgrade The first sentence in the fifth paragraph is revised to read: Compaction. If the density of the natural earth under any area of the Roadway is less than that required in Section 2-03.3(14)C, Method B, the Engineer may order the Contractor to perform any or all of the following: 2-03.3(14)M Excavation of Channels This section including title is revised to read: 2-03.3(14)M Excavation of Channels and Ditches Channel Excavation: Open excavations 8-feet or more wide at the bottom, but excludes channels that are part of the Roadway. Ditch Excavation: Open excavations less than 8-feet wide at the bottom, but excludes ditches that are part of the Roadway. Before excavating channels or ditches, the Contractor shall clear and grub the area in accordance with Section 2-01. 2-03.4 Measurement The first sentence in the first paragraph is revised to read: PW 407_04 Part04 doc [Revised March 2008] Roadway excavation, channel excavation, ditch excavation, unsuItable foundation excavation, and common borrow items will be measured by the cubic yard. The fourth sentence in the first paragraph is revised to read: For Roadway excavation, channel excavation and ditch excavation items, the original ground will be compared with the planned finished section shown in the Plans. 2-03.5 Payment The first paragraph is supplemented with the following: "Channel Excavation", per cubic yard. "Channel Excavation Incl. Haul", per cubic yard. "Ditch Excavation", per cubic yard. "Ditch Excavation Incl. Haul", per cubic yard. The first sentence in the second paragraph is revised to read: The unit Contract price per cubic yard for "Roadway Excavation", "Roadway Excavation Incl. Haul", "Roadway Excavation - Area _", "Roadway Excavation Incl. Haul - Area _", "Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" and "Ditch Excavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, placing, or otherwise disposing of the material. The second paragraph is supplemented with the following: When a bid item -is not included in the proposal for channel excavation or ditch excavation all costs shall be included in roadway excavation. The third paragraph is revised to read: When the Engineer orders Work according to Section 2-03.3(3), unit Contract prices shall apply, unless the Work differs materially from the excavation above Subgrade, then payment will be in accordance with Section 1-04.4. SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION January 7,2008 5-01.3(2)8 Portland Cement Concrete The third sentence in the third paragraph is deleted. SECTION 5-04, HOT MIX ASPHALT Apri I 7, 2008 5-04.3(12)8 Longitudinal Joints The first two paragraphs are revised to read: The longitudinal joint in any 1 course shall be offset from the course immediately below by not more than 6-inches nor less than 2-inches. All longitudinal joints constructed in the weanng course shall be located at a lane line or an edge line of the Traveled Way. On one-lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or DI^, .1n7 n.1 p~rtn4 rl"r fRAViO::Arl M~r("h ?nnRl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2. The ramp is closed to traffic and a hot-lap joint is constructed. a. If a hot-lap joint IS allowed at the center of the traffic lane, 2 paving machines shall be used; a minimum compacted density in accordance with Section 5- 04.3(10)8 shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted mix. The reference to Standard Plan A-1 in the third paragraph is revised to read "Standard Plan A40.10-00." 5-04.3(21) Asphalt Binder Revision This section is revised to read: When the Contracting Agency provides a source of aggregate, the expected percentage content of asphalt binder in the resulting mix will be identified in the Contract documents. Should the percentage of asphalt binder shown in the job mix formula for Hot Mix Asphalt produced with Agency-provided aggregate vary by more than plus or minus 0.3-percent from the amount shown in the Contract documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice unit cost, including shipping cost, without any markups. The quantity subject to an adjustment shall be the difference between the JMF asphalt binder percentage and the contract document asphalt binder percentage except that the first 0.3% of this difference shall not apply. No adjustment will be made when the Contractor elects not to use a Contracting Agency-provided source, or when no source is made available by the Contracting Agency. SECTION 5-05, CEMENT CONCRETE PAVEMENT January 7,2008 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement The third sentence in the ninth paragraph is deleted. SECTION 6-02, CONCRETE STRUCTURES Apri I 7, 2008 6-02.3(17)N Removal of Falsework and Forms The fifth paragraph, beginning with "The Contractor may remove side forms, traffic barrier form, and pedestrian barrier forms" etc, is deleted. 6-02.3(17)0 Early Concrete Test Cylinder Breaks The third paragraph is revised to read: The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings The title for this Section (on page 6-71) is revised to read: 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 6-02.3(25)L Handling and Storage The fifth sentence in the third paragraph is deleted. PW 407_04 Part04 doc [Revised March 2008] SECTION 6-03, STEEL STRUCTURES April 7, 2008 6-03.3(33) Bolted Connections The second paragraph is revised to read: All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metal. 6-03.3(38) Placing Superstructure This section is revised to read: The concrete in piers and crossbeams shall reach at least 80-percent of design strength before girders are placed on them. 6-03.4 Measurement The second paragraph is revised to read: Cast or forged metal (kind) shown in the Plans will be measured by the pound or will be paid for on a lump sum basis, whichever is shown on the Proposal. SECTION 6-15, SOIL NAIL WALLS January 7,2008 6-15.3(8)A Verification Testing The last sentence in the sixth paragraph is revised to read: The load-hold period shall start as soon as the load is applied and the nail movement with respect to a fixed reference shall be measured and recorded at 1 minute, 2, 3, 4, 5, 6, 10, 20, 30,40,50, and 60 minutes. 6-15.3(8)B Proof Testing The fifth sentence in the third paragraph is revised to read: If the load hold is extended, the nail movement shall be recorded at 20, 30, 40, 50, and 60 minutes. SECTION 6-17, PERMANENT GROUND ANCHORS January 7, 2008 6-17.3(8)8 Performance Testing The fourth sentence in the fourth paragraph is revised to read: If the load hold is extended, the anchor movement shall be recorded at 20 minutes, 30, 40, 50, and 60 minutes. 6-17.3(8)C Proof Testing The fourth sentence in the second paragraph is revised to read: If the load hold is extended, the anchor movements shall be recorded at 20 minutes, 30, 40, 50, and 60 minutes. PW 407 04 Part04.doc fRevised March 20081 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL April 7, 2008 8-01.3(1) General The ninth paragraph is revised to read: If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall continue to coritro~ erosion, pollution, and runoff during the shutdown. 8-01.3(1)C Water Management Item 2. "Process Water" IS supplemented with the following new first paragraph: High pH process water or wastewater (non-stormwater) that is generated on-site, including water generated'durfng concrete grinding, rubblizing, washout, and hydrodemolition activities, shall not be discharged to waters of the state. Water may be infiltrated upon the approval of the Engineer. Off-site disposal of concrete process water shall be in accordance with Standard Specification 5-01.3(11). 8-01.3(6)0 Wattle Check Dam The reference to Section,8-01.3(10) is revised to Section 9-14.5(5). 8-01.3(12) Compost Sock The last paragraph is deleted. 8-01.3(13) Temporary Curb The first paragraph is revised to read: Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, or geotextile/plastic encased berms of sand or gravel, or as approved by the Engineer. SECTION 8-02, ROADSIDE RESTORATION April 7, 2008 8-02.3(3) Planting Area Weed Control The second paragraph is deleted. This section is supplemented with the following: Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square and shall be secured by a minimum of 5 staples per mat. Mats and staples shall be installed according to the manufacturer's recommendations. SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS' January 7,2008 . 8-04.5 Payment The bid items "Roundabout Truck Apron Inner Cement Cone. Curb" and "Roundabout Truck Apron Outer Cem. Cone. Curb and Gutter" are revised to read: "Roundabout Centrgllsland Cement Concrete Curb", per linear foot. "Roundabout Truck Apron Cem. Cone. Curb and Gutter", per linear foot. This section is supplemented with the following new bid item: PW 407 04 Part04.doc [Revised March 2008] "Roundabout Truck Apron Cement Concrete Curb", per linear foot. SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL April 7, 2008 8-20.3(4) Foundations The fifth paragraph is revised to read: Where soil conditions are poor, the Engineer may order the Contractor to extend the foundations shown in the Plans to provide additional depth. Such additional Work will be paid for according to Section 1-04.4. SECTION 8-21, PERMANENT SIGNING April 7, 2008 8-21.3(9)F Bases This section including title is revised to read: 8-21.3(9)F Foundations The excavation and backfill shall be in conformance with the requirements of Section 2- 09.3(1)E. Where obstructions prevent construction of planned foundations, the Contractor shall construct an effective foundation satisfactory to the Engineer. The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2- 09.3(1 )E. Foundations shall be cast in one operation where practicable. The exposed portions shall be formed to present a neat appearance. Class 2 surface finish shall be applied to exposed surfaces of concrete in accordance with the requirements of Section 6-02.3(14)8. Where soil conditions are poor, the Engineer may order the Contractor to extend the foundations shown in the Plans to provide additional depth. Such additional work will be paid for according to Section 1-04.4. Forms shall be true to line and grade. Tops of foundations for roadside sign structures shall be finished to ground line, unless otherwise shown in the Plans or directed by the Engineer. Tops of foundations for sign bridges and cantilever sign structures shall be finished to the elevation shown in the Plans. Both forms and ground which will be in contact with the concrete shall be thoroughly moistened before placing concrete; however, excess water in the foundation excavation will not be permitted. Forms shall not be removed until the concrete has set at least three days. All forms shall be removed, except when the Plans or Special Provisions specifically allow or require the forms or casing to remain. Foundation concrete shall conform to the requirements for the specified class, be cast-in-place concrete and be constructed in accordance with Section 6-02.2 and 6-02.3. Sign structures shall not be erected on concrete foundations until foundations have attained a compressive strength of 2,400 psi. ''''''H^' Af"'\'"7 nA D..."r-+(IA .-4......'" rDo.\/iC'a~ f\A~I'"'......h 'In()Ql I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I In addition to the basic requirements, sign bridges and cantilever sign structures shall be installed in accordance with the following: 1. Tops of foundations for sign bridges and cantilever sign structures shall be finished to the elevation shown in the Plans. 2. Steel reinforcing bars shall conform to Section 9-07. 3. Concrete shall be Class 4000, except as otherwise specified. Where water is present in the shaft excavations for Type 1 foundations for sign bridges and cantIlever sign structures, the shaft concrete shall be Class 4000P placed in accordance with Section 6-02.3(6)B. 4. All bolts and anchor bolts shall be installed so that two class full threads extend beyond the top of the top heavy-hex nut. Anchor bolts shall be installed plumb, plus or minus 1 degree. 5. Plumbing of sign bridges and cantilever sign structures shall be accomplished by adjusting leveling nuts. Shims or other similar devices for plumbing or raking will not be permitted. 6. The top heavy-hex nuts of sign bridges and cantilever sign structures shall be tightened in accordance with Section 6-03.3(33), and by the Turn-Of-Nut Method to a minimum rotation of 1/4 turn-and a maximum of 1/3 turn past snug tight. Permanent marks shall be set on the base plate and nuts to indicate nut rotation past snug tight. In addition to the basic requirements, roadside sign structures shall be installed in accordance with the following: 1. Tops of foundations shall be finished to final ground line, unless otherwise shown in the Plans or staked by the Engineer. 2. Spiral reinforcing shall conform to AASHTO M32. All other steel reinforcement shall conform to the requirements of Section 9-07. 3. Concrete shall be Class 3000. 4. The assembly and installation of all Type TP - A or B bases for roadside sign structures shall be supervised at all times by either a 'manufacturer's representative or an installer who has been trained and certified by the manufacturer of the system. If the supervision is provided by a trained installer, a copy of the installer certification shall be provided to the Engineer prior to installation. 5. For all Type - A or B bases the Contractor shall attach four female anchors to a flat rigid template following the manufacturer's recommendations. The Contractor shall lower the anchor assembly into fresh concrete foundation and vibrate into position such that the tops of the anchor washers are flush with the finished top surface of the foundation. 'The Contractor shall support the template such that all anchors are level and in their proper position. Slip base and hinge connection nuts of roadside sign structures shall be tightened using a torque wrench to the torque, and following the procedure, specified in the Standard Plans. 8-21.3(10) Vacant This section is revised to read: PW 407 04 Part04.doc [Revised March 2008] 8-21.3(10) Sign Attachment Sign panels consisting of sheet aluminum or fiberglass -reinforced plastic shall be attached or mounted to sIgn posts or sign structures as shown in the Standard Plans. Signs not conforming to the above, including all variable message sign (VMS) assemblies and other message board type assemblies, shall be attached or mounted to sign posts or sign structures by means of positive connections - defined as through-bolted connections. The use of clips or clamps to accomplish the attachment or mounting of such signs and assemblies is prohibited. ' 8-21.3(12) Steel Sign Posts This section is revised to read: For roadside sign structures on Type - A or B bases, the Contractor shall use the following procedures and manufacturer's recommendations: 1. The couplings, special bolts, bracket bolts, and hinge connection nuts on all Type - A or B bases shall be tightened using the Turn-Of-Nut Tightening Method to a maximum rotation of 1/2 turn past snug tight. 2. The Contractor shall shim as necessary to plumb the steel sign posts. For roadside sign structures on all Type PL and SB slip bases, the Contractor shall use the following procedures: 1. The Contractor shall assemble the steel sign post to stub post with bolts and flat washers as shown in the Standard Plans. 2. Each bolt be tightened using a torque wrench to the torque, and following the procedures specified in the Standard Plans. SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS April 7, 2008 9-06.5(3) High Strength 80lts Paragraphs one through four are revised to read as follows: High-strength bolts for structural steel joints shall conform to either AASHTO M 164 Type .\ or 3, or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special Provisions. Galvanized AASHTO M 164 Type 1 bolts with an ultimate tensile strength above 145 ksi shall be tested for embrittlement. Embrittlement testing shall be conducted after galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. Bolts conforming to AASHTO M 253 shall not be galvanized. AASHTO M 253 Type 1 bolts shall be painted with two coats of zinc rich paint, formula A-9-73, consisting of a minimum dry film thickness of 2 mils per coat, when specified in the Plans or Special Provisions. Bolts for unpainted and non galvanized structures shall conform to either AASHTO M 164 Type 3 or AASHTO M 253 Type 3, as specified in the Plans or Special Provisions. Nuts for high strength bolts shall meet the following requirements: AASHTO M 164 Bolts PIAl 4()7 ()4 Prlrt()4rlnc fReVISAn MRrr.h ?OORl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Black Type 1 AASHTO M 291 Grade C, C3, DH and DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade C3 and DH3 AASHTO M 291 Grade DH -AASHTO M 292 Grade 2H Black weathering Type 3 Galvanized Type 1 -- AASHTO M 253 Bolts Black Type 1 AASHTO M 291 Grade DH, DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade DH3 Black weathering Type 3 9-06.13 Copper Seals This section including title is revised to read: 9-06.13 Vacant SECTION 9-09, TIMBER AND LUMBER January 7, 2008 9-09.1 General Requirements This section is revised to read: All timber and lumber shall be sized as indicated in the Plans. All timber and lumber to be painted shall be surfaced on all sides. All timber and lumber to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and shall be stored in such a manner as to remain in a thoroughly dry condition until placed into the work. 9-09.2 Grade Requirements This section is revised to read: Timber and lumber shall conform to the grades and usage listed-below. Timber and lumber shall be marked with a certified lumber grade stamp provided by one of the following agencies: West Coast Lumber Inspection Bureau (WCLlB) Western Wood Products Association (WWPA)- Pacific Lumber Inspection Bureau (PLlB) - , Any lumber grading bureau certified by the American Lumber Standards Committee w _ u _ ~ For structures, all material delivered to the project shall bear a grade stamp and have a grading certificate. The grade stamp and grading certificate will not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. The grading certificate shall be issued by eith-er the grading bureau whose stamp is shown on the material, or by the lumber mill, which -shall be under the supervision of one of the grading bureaus listed above.-The-certificate'shal1-include the following: Name of the mill performing the grading - The grading rules being used Name of the person doing the grading with current certification Signature of a responsible mill official Date the lumber was graded at the mill Grade, dimensions, and quantity of the timber or lumber PW 407_04 Part04.doc [Revised March 2008] For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence fJosts, and Mailbox Posts, the material delivered to the project shall either bear a grade sJamp on each piece or- have a grading certificate as defined above. The grade stamp or grading certificate shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or - lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 9-09.2(1) Surfacing and Seasoning This section including title is revised to read: 9-09.2(1) Structures All timber and lumber for structures shall be Douglas Fir-Larch unless specified otherwise in the contract, and shall conform to the following: Materials 2" to 4" nominal NO.1 and better, grade thick, 5" nominal and wider (Section 123-b of WCLlS) or (Structural JOists and Planks) (Section 62.11 of WWP A) Materials 5" nominal and thicker No. 1 and better, grade (Seams and Stnngers) (Section 130-b of WCLlS) or (Section 70.11 of WWPA) Timber lagging for soldier pile walls shall be Douglas Fir-Larch, grade NO.2 or better or Hem- Fir NO.1. When the material is delivered to the project, the Engineer will check the order for the appropriate grade stamp. The invoice and grading certificate accompanying the order must be accurate and complete with the information listed above. The grading certificate and grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the speCifications or has been damaged during shipping or upon delivery. 9-09.2(2) Vacant This section including title is revised to read: 9-09.2(2) Guardrail Posts and Blocks Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall conform to the species and grades listed below. Douglas Fir NO.1 and better, grade (Section 131-b WCLlS) or (Section 80.11 WWPA) Hem Fir Select Structural, grade (Section 131-a WCLlS) or (Section 80.10 WWPA)- Southern Yellow Pine NO.1 and better, grade (Southern Pine Inspection Sureau) When the material is delivered to the project, the Engineer will check the order for the appropriate grade stamp. The grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 9-09.2(3) Inspection This section including title is revised to read: PW 407 04 Part04_doc rRevised March 20081 I -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9-09.2(3) Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts The allowable species of timber and lumber for signposts, and mileposts shall be Douglas Fir- Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox posts shall be Western Re-d Cedar, Douglas Fi-r-Larch, or Hem Fir. Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the grades shown below. 4" x 4" Construction grade (Light Framing, Section 122-b WCLlS) or (Section 40.11 WWP A) 4" x 6" No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLlS) or (Section 62.11 WWPA) 6" x 6", 6" x 8", 8" x NO.1 and better, grade (Posts and Timbers, 10" Section 131-0 WCLlS) or (Section 80.11 WWPA) 6" x 1 0", 6" x 12" No. 1 and better, grade (Seams and Stringers, Section 130-b WCLlS) or (Section 70.11 WWP A) SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING April 7, 2008 9-14.4(8) Compost This section is revised to read: Compost products shall be the result of the biological degradation and transformation of plant- derived materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC. Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02- 8, "Sample Sieving for Aggregate Size Classification". Fine Compost shall meet the following: Min. Max. Percent passing 2" 100% Percent passing 1" 95% 1 00% Percent passing 5/8" 90% 1 00% Percent passing W' 75% 100% Maximum particle length of 6 inches Coarse Compost shall meet the following: Percent passing 3" Percent passing 1" Percent passing %" PW 407_04 Part04 doc [Revised March 2008] Min. 100% 90% 70% 100% 100% Max. Percent passing W' 40% 60% Maximum particle length of 6 Inches 2. The pH shall be between 6.0 ~and 8.5 when Jested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1.0 percent by weight as determined by U.S. Composting Council TMECC 03.08-A "Classification of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. -Composting Council TMECC 05.07A "Loss-an-Ignition Organic Matter Method (LOI)" . 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity". 6. Maturity shall be greater than 80% in accordance with U.S. Compostlng Council TMECC 05.05-A, "Germination and Root Elongation". 7. Stability shall be 7 mg C02-C/g OMlday or below in accordance with U.S. Composting Council TMECC 05.08-8 "Carbon Dioxide Evolution Rate". 8. The compost product must originate a minimum of 65 percent by volume from recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A maximum of 35 percent by volume of "Type 2 Feedstocks," source-separated food waste, and/or biosolids may be substituted for recycled plant waste. The manufacturer shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08-E "Solvita@ Maturity Index". Fine Compost shall score a number 6 or above on the Solvita@ Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita@ Compost Maturity Test. This section is supplemented with the following new sub-sections: 9-14.4(8)A Compost Approval The Contractor shall either select a compost manufacturer from the Qualified Products List, or submit the following information to the Engineer for approval: 1. A Request for Approval of Matenal Source. 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Junsdictional Health Department as per WAC 173-350 (Minimum Functional Standards for Solid Waste Handling). 3. The manufacturer shall verify in writing, and provide lab analyses that the material complies with the processes, testing, and standards specified in WAC 173-350 and these specifications. An independent Seal of Testing Assurance (ST A) Program certified laboratory shall perform the analysis. 4. A copy of the manufacturer's Seal of Testing Assurance STA certification as issued by the U.S. Composting Council. PW 4.n7 n4 Prlrt04 nor. fRevised Mrlrr.h 20081 I I I I I I I I I I I I I I I I I I I I I- I I I I I I I I I I I I I I I I I 9-14.4(8)8 Compost Acceptance Seven days prior to initial application of any compost the Contractor shall submit a compost sample, a STA test report dated within 90 calendar days, and the list of feedstocks by volume for each compost type to the Engineer for review. The Contractor shall use only compost that has been tested within 90 calendar days of application and meets the requirements in section 9-14.4(8). Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Contracting Agency. SECTION 9-16, FENCE AND GUARDRAIL January 7, 2008 9-16.1(1)A Post Material for Chain Link Fence The first paragraph is supplemented with the following: · Round Post Material Round post material shall be Grade 1 or 2. · Roll Form Material Roll-formed post material shall be Grade 1. Roll-formed end, corner, and pull posts shall have integral fastening loops to connect to the fabric for the full length of each post. Top rails and brace rails shall be open rectangular sections with internal flanges as shown in ASTM F1043. The Round Post Material and Roll Form Material information following the third paragraph is deleted. 9-16.1 (1)8 Chain Link Fence Fabric The first paragraph is revised to read: Chain link fabric shall consist of 11 gage wire for chain link fence Types 3, 4, and 6, and 9 gage wire for chain link fence Type 1. The fabric shall be zinc-coated steel wire conforming to AASHTO M 181, Class C. Zinc 5-percent Aluminum-Mischmetal alloy meeting the requirements of ASTM B 750 may be substituted for zinc coating (hot-dipped) at the application rate specified by ASSHTO M 181 for hot-dip zinc coating. Coating for chain link fence fabric shall meet the requirements of ASTM A 817 with minimum weight of coating of uncoated wire surface 1.0 ozlsq ft (305 g/m2). 9-16.1 (1)C Tension Wire This section including title is revised to read: 9-16.1 (1)C Tension Wire and Tension Cable Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. Tension cable shall meet the requirements of Section 9-16.6(5). 9-16.1 (1)0 Fitti ngs and Hardware This section is supplemented with the following: Fabric bands and stretcher bars shall meet the requirements of Section 9-16.6(9). Thimbles, wire rope clips, anchor shackles, and seizing shall meet the requirements of Section 9-16.6(6). PW 407_04 Part04 doc [Revised March 2008] 9~16.1(1)E Chain Link Gates The first sentence in the first paragraph is revised to read: Gate frames shall be constructed of not less that 1 1/2-inch (1.0.) galvanized pipe conforming to AASHTO M 181 Type I, Grade 1 or 2 as specified in Section 9-16.1(1)A. The fourth sentence in the first paragraph is revised to read: All welds shall be ground smooth and painted with an A-9-73 galvanizing repair pamt or A-11- 99 primer meeting the requirements of Section 9-08.2. 9~ 16.2(1)A Steel Post Material The reference to "hot dip galvanized" in the first sentence in the second paragraph is revised to "galvanized" . The first sentence in the third paragraph is revised to read: Posts shall not be less than 7-feet in length. 9-16.3(2) Posts and Blocks The first sentence in the second paragraph is revised to read: Timber posts and blocks shall conform to the grade specified in Section 9-09.2(2). 9-16.3(3) Galvanizing The first sentence in the first paragraph is revised to read: W-beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M-180, Class A, Type 2, except that the rail shall be galvanized after fabrication, with fabrication to include forming, cutting, shearing, punching, drilling, bending, welding, and riveting. 9-16.3(4) Hardware This section is revised to read: Unfinished Bolts (ordinary machine bolts), nuts, and washers for High Unfinished Bolts, shall conform to 9-06.5(1). High Strength bolts, nuts, and washers for High Strength Bolts shall conform to 9-06.5(3). , Unfinished bolts will be accepted by field verification and documentation that bolt heads are stamped 307 A. The Contractor shall submit a manufacturer's certificate of compliance per 1- 06.3 for high strength bolts, nuts, and washers prior to installing any of the hardware. 9-16.3(5) Anchors The reference to "hot dip galvanized" in the tenth paragraph is revised to "galvanized". 9-16.4(2) Wire Mesh The reference to "hot dip galvanized" in the second sentence in the third paragraph is revised to "galvanized" . 9-16.6(2) Glare Screen Fabric The reference to "A 491" in the second sentence in the first paragraph is revised to "ASTM A 491 ". PW 4()7 04 Part04 rlor. [Revised March 20081 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9-16.6(3) Posts The first paragraph is revised to read: Line posts for Type 1 glare screen shall be 1 1/2-inches by 1 7/8-inches galvanized steel H column with a minimum weight of 2.8 pounds per linear foot. Line posts for Type 2 glare screen shall be 1 5/8-inches by 2 1/4-inches galvanized steel H column with a minimum weight of 4.0 pounds per linear foot, or 2-inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot provided only one type shall be used on anyone project. The first paragraph is supplemented with the following: End, corner, brace, and pull posts for Type 1 Design A shall be 1 1/2-inches by 1 7/8-inches steel H column with a minimum weight of 2.8 pounds per linear foot. The first sentence in the second paragraph is revised to read: End, corner, brace, and pull posts for Type 1 Design 8 and Type 2 shall be 2-inch inside diameter galvanized steel pipe with nominal weight of 3.65 pounds per linear foot. The reference to "hot dip galvanized" in the third sentence in the second paragraph is revised to "galvanized" . The first two sentences in the fifth paragraph are revised to read: All posts shall be galvanized In accordance with AASHTO M 181, Section 32. The minimum average zinc coating is per square foot of surface area. 9-16.6(5) Cable The reference to "hot dip galvanized" is revised to "galvanized". 9-16.6(6) Cable and Tension Wire Attachments The reference to "hot dip galvanized" in the first sentence in the first paragraph is revised to "galvanized" . The third sentence in the first paragraph is deleted. 9-16.6(9) Fabric Bands and Stretcher Bars The reference to "hot dip galvanized" IS revised to "galvanized". 9-16.6(10) Tie Wire This section including title is revised to read: 9-16.6(10) Tie Wire and Hog Rings Tie wire shall be 9 gage aluminum wire complying with the ASTM 8211 for alloy 1100 H14 or 9 gage galvanized wire meeting the requirements of AASHTO M 279. Galvanizing shall be Class 1. Hog rings shall be 12 gage galvanized steel wire. 9-16.8(1) Rail and Hardware The word "Composition" following the first paragraph is deleted. PW 407_04 Part04.doc [Revised March 2008] SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL April 7, 2008 9-29.6 Light and Signal Standards This section is supplemented with the following: Materials for steel light and signal standards, and associated anchorage and fastening hardware, shall conform to Sections 9-29.6(1), 9-29.6(2) and 9-29.6(5) unless otherwise specified in one of the following documents: 1. The steel light and signal standard fabricator's pre-approved plan as approved by the Washington State Department of Transportation and as identified in the Special Provisions. 2. The steel light and signal standard fabricator's shop drawing submittal, including supporting design calculations, as submitted in accordance with Sections 6-01.9 and 8-20.2(1) and the Special Provisions, and as approved by the Engineer. PW 407_04 Part04 doc [Revised March 2008] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PW 407_04 Part04.doc [Revised March 2008] Attachment H Project Plans I ~ .: I I I I I I I ~ ~ i I I I I \0\ I I I i PORT ANGELES SCALE 1"=2000' CITY OF PORT ANGELES EASTERN CORRIDOR PHASE II AREA 1 PROJECT No. 06-21 VICINITY MAP tOlZ ~ 110 PORT ANC[LES HARBOR AREA 1 PROJECT SITE ~ SHEET INDEX GENERAL NOTES SHEET TITLE PAGE 1 AlL WORKMANSHIP AND MATERIAlS SHAlL BE IN ACCORDANCE WITH THE CITY OF PORT ANGELES STANDARDS THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSOOT) STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAl CONSTRUCTION (STANDARD SPECIFICATIONS). ANO ANY PROJECT SPECIFIC SPECIAl PROVISIONS OR CONDITIONS ANO REOUIREMENTS 2. TEMPORARY EROSION/WATER POLLUTION MEASURES ARE REOUIRED AND SHAlL COMPLY WITH THE CITY CLEARING AND GRACING ORDINANCE AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANOARD SPECIFICATIONS FOR ROAO. BRIOGE AND MUNICIPAl CONSTRUCTION 3. EXISTING AND NEwt Y CONSTRUCTED STORM WATER DRAINAGE SYSTEMS SHAlL BE PROTECTED FROM CONSTRUCTION SITE RUNOFF 4 A PRECONSTRUCTION MEETING SHAlL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION 5 HORIZONTAl AND VERTICAl CONTROLS/DATUM AS ADOPTED BY THE CITY SHAlL BE USED. UNLESS APPROVlED OTHERWISE 6 AlL APPROVAlS AND PERMITS REOUIRED BY THE CITY SHAlL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. UNLESS OTHERWISE APPROI/ED BY THE CITY ENGINEER 7 THE CONTRACTOR SHAlL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF AlL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY AlL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAlLING UNOERGRCUNO LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION WORK T-l TITLE SHEET 1 C-1 GENERAL NOTES 2 C-2 CONSTRUCTION PLAN 3 8 IF THE CURRENT WSDOT STANDARO "1<- PLANS ARE NOT UTILIZED. THE CONTRACTOR SHAlL PROVIDE A TRAFF'lC CONTROL PLAN(S) FOR REVIEW ANO APPROVAl BY THE CITY ENGINEER IN ACCORQANCE WITH THE MANUAl ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 9 THE CONTRACTOR SHAlL HAVE A COPY OF THE APPROVlED PLANS AT THE CONSTRUCTION SITE AT AlL TIMES 10 SPECIAl STRUCTURES SHAlL BE INSTAlLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS 11 AlL DISTURBED AREAS SHAlL RECEIVE TEMPORARY AND PERMANENT EROSION CONTROL IN THE FORM OF VEGETATION ESTABLISHMENT SUCH AS GRASS SEEDING A MEANS SHAlL BE ESTABLISHED TO PROTECT THE PERMANENT STORM DRAIN SYSTEM PRIOR TO ESTABLISHMENT OF THE PERMANENT EROSION CONTROL MEASURES THESE METHOOS SHAlL BE INCLUDED IN THE EROSION ANO SEDIMENT CONTROL PLANS IN ACCORDANCE WITH CHAPTER 6 THE CITY OF PORT ANGELES URBAN SERVICES STANDARDS AND GUIOELINES 12 CONSTRUCTION WORK HOURS SHAlL BE RESTRICTEO TO 7 A 1.1 TO lOP M PRIOR WRITTEN APPROVAl OF THE CITY ENGINEER SHAlL BE REOUIRED FOR WORK BETWEEN lOP 1.1 AND 7 AM 1 J THE CITY CONSTRUCTION INSPECTOR SHAlL BE NOTIFIED A MINIMUM OF 24 HOURS IN ADVANCE OF THE NEEO FOR AN INSPECTION 14 TRAFFIC AND STREET SIGN SLEMS TO BE PROVIDED BY THE CITY PRIOR TO POURING CONCRETE. CONTRACTOR TO CONFIRM SLEM LOCATIONS. IF ANY. WITH CITY INSPECTOR 15 PER THE PROVISIONS OF THE CURRENT WSDOT STANDARD SPECIFICATIONS RELATED TO PUBLIC CONVENIENCE AND SAfETY. THE CONTRACTOR SHAlL I.IAlNTAlN READV ACCESS TO DRIVEWAYS. HOUSES. AND BUILOINGS AlONG THE LINE OF WORK 16 SHOULD ACCESS TO A PROPERTY ADJOININC THE PROJECT REOUIRE TEMPORARY CLOSURE ANTICIPATED TO HAVE A DURATION ExCEEDINC 15 MINUTES. THE CONTRACTOR SHAlL COORDINATE THE TEMPORARY CLOSURE WITH THE PROPERTY OWNER/RESIDENT A MINIMUM OF 24 HOURS ADVANCE NOTIFICATION SHAlL BE PROVIDED TO THE PROPERTY OWNER/RESIDENT PRIOR TO ANY SUCH TEMPORARY CLOSURE 0' I" 2' I T-1 TWO INCHES AT fUlL SCAlE IF NOT SCAlE ACCOROlNGl Y F\l'lRI:..S lJ'Wl.' (7 f.j .,. .. '" ~ Q\ ~ 0: ~ l...J ~~ Vio ~ ~ f::::: ;~~2J'" > z~ ~..I. ~--o a ~~ ~ ~~ u > % "'~ I:i~ .. ~ 00 . ~)(== U I )Cww '" .8,;; ~ ~ ~ o~z~ o"z~or; ~ i~c;lf >- fL~~i~~ o V)~~ ~CsIC) C)~1 :J::~'l- Q:) <\i ~~'i ~~~ ~t5Q:) "'Clj.!. t8 ~"'Sl N "-' .. - :l! (,j elf : ct <:~gca= "'( if 0 ! ~ III WOo U rot I~; I~ i Cl:: U ~- ~C)~~.~ ~Cl~~;: l....qH C) z ." C CL. 't I-' ~ ~ ~ N ~ I--. U\ '" 1::3 e I I GENERAL NOTES' x ~ I ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF PORT ANGELES URBAN SERVICES STANDARDS AND GUIDELINES (A COPY OF WHICH IS AVAILABLE ON THE CITY S We6SlTE OR THE PUBLIC WORKS AND UTILITIES DEPARTMENT S ENGINEERING SERVICES DIVISION), THE LA TEST WASHINGTON STA TE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION AND ANY PROJECT SPECIFIC SPECIAL PROVISIONS CONDITIONS AND REQUIREMENTS HORIZONTAL AND VERTICAL CONTROLS/DATUM AS ADOPTED BY THE CITY SHALL BE USED UNLESS OTHERWISE APPROVED IN WRITING THE CONTRACTOR SHALL GIVE THE CITY AT lEAST 48 HOURS NOTICE FOR REQUIRED INSPE('TION OF CONSTRUCTION AND ALL CONCRETE POURS THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING STREET SIGNS. LIGHTS UTILITIES CONTROL WIRING AND OTHER APPURTENANCES THE CONTRACTOR IS RESPONSIBLE FOR All REQUIRED TRENCH SHORING IF SHORING IS NOT ADEQUATE THE CITY CREWS WILL NOT ENTER THE TRENCH AND THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF AN ADDITIONAL TRIP TO THE SITE BY THE CITY CREWS ALL TRENCH EXCAVATION BEDDING AND BACKFilL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH WSDOT SECTION 7-08, OTHER APPLICABLE SPECIFICATIONS AND AS CONTAINED HEREIN A CLEARING AND GRUBBING WHERE REOUIRED SHALL BE PERFORMED WITHIN THE EASE'JENT OR PUBLIC RIGHT OF' WAY AS PERMITTED BY THE CITY AND/OR GOVERNING AGENCY DEBRIS RESULTING FROM THE CLEARING AND GRUBBING SHALL BE DISPOSED DF BY THE CONTRACTOR IN ACCORDANCE W1TH THE TERMS OF ALL APPLICABLE PERMITS UNLESS THERE IS A SPECIFIC BID ITEM IN THE BID SCHEDULE FOR CLEARING AND GRUBBING THE COST OF All LABOR, EQUIPMENT AND MATE~lAlS NECESSARY TO COMPLETE THE CLEftRING AND GRUBBING SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR THE VARIOUS OTHER ITEMS OF WORK IN THE BID PROPDSAL THE TRENCH SHALL BE KEPT FREE FRDM WATER UNTIL JOINTING IS COMPLETE SuRFACE WATER SHALL BE DIVERTED SO AS NOT TO ENTER THE TRENCH THE CONTRACTOR SHALL MAINTAIN SUFFICIENT PUMPING EQUIPMENT ON THE JOB TO ENSURE THAT THESE PROVISIONS ARE CARRIED OUT C TRENCHING AND SHORING OPERATIONS SHALL NOT PROCEED MORE THAN 100 FEET IN ADVANCE OF PIPE LAYING WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER D BACKFILLING WITH NATIVE MATERIALS EXCAVATED FROM THE TRENCHES MAY ONLY OCCUR WITH THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER IF THE EXCAVATED TRENCH MATERIAL IS DETERMINED BY THE CITY ENGINEER TO BE SUITABLE FOR BACKFILL, THE CDNTRACTOR MAY USE THE MATERIAL TO THE BOTTOM OF SUBGRADE AlL TRENCH BACKFILL MATERIALS SHALL BE COMPACTED TO 95 PERCENT DENSITY E IN PAVED AREAS WITHIN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR SHALL USE CONTROLLED DENSITY BACKFILL PER CITY STANDARD DETAIL UNLESS ANOTHER ALTERNATIVE METHOD IS SPECIFIED HEREIN, OR APPROVED BY THE CITY ENGINEER AlTERNATIVE MATERIALS MAY ONLY BE ACCEPTED WITH WRITTEN APPROVAL FROM THE CITY ENGINEER AlL OTHER TRENCHING SHALL BE BACKFILLED WITH CRUSHED SURFACING OR OTHER MATERIALS CONFORMING TO WSDOT SPECIFICATIONS ALL ASPHALT TRENCH AND PAVEMENT JOINTS SHALL BE SAWCUT THE CUTS SHALL BE A MINIMUM DF DNE FOOT OUTSIDE THE EXCAVATED TRENCH WIDTH TEMPORARY RESTORATION OF TRENCHES AND STREET PATCHING SHALL BE ACCOMPLISHED BY USING 2- MINIMUM DEPTH HMA, CLASS Y-/ PG 64-22 WHEN AVAILABLE MEDIUM~eURING (MC-250) UQUID ASPHALT (LD MIX) ASPHALT TREATED BASE (A TB) OR TRAFFIC BEARING THICKNESS STEEL PLATES WHEN UTllIZEO, STEEL PLATES SHALL BE SHIMMED AS NECESSARY AND SECURED WITH HOT OR COLD MIX ASPHALT CONCRETE A WEDGE OF HOT OR COLD MIX ASPHALT SHALL BE CONSTRUCTED AT 12H 1V ADJOING ALL PLATE EDGES TO BE CRDSSED BY TRAFFIC ATB USED FOR TEMPORARY RESTORATION, MAY BE PLACeD DIRECTLY INTO THE TRENCH OR PATCH AREA BLADED AND ROLLED AFTER ROLLING, THE TRENCH MUST BE FilLED FLUSH WITH THE EXISTING PAVEMENT TO PROVIDE A SMOOTH RIDING SURFACE 10 ALL TEMPORARY PATCHES SHALL BE MAINTAINED BY THE CONTRACTDR UNTIL SUCH TIME AS THE PERMANENT PATCH IS IN PLACE IF THE CONTRACTOR IS UNABLE TO MAINTAIN A PATCH FOR ANY REASON THE CITY WILL PATCH THE AREA AT THE EXPENSE OF THE CONTRACTOR 11 TRAFFIC SHALL NOT BE ALLOWED TO CROSS GRAVEL DR CDF TRENCH BACKFILL FDR ME THAN 2' HOURS WITHOUT USE OF TEMPORARY PATCHING MEASURES STATED ABOVE 12 TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND EDGE OF THE CUT ANOAT COLD JOINTS PRIDR TO PAVING SPECIFIED IN WSDOT SPECIFICATION SECTION 5-04 3(5)A 13 HMA CLASS Y2" PG 64.22 eQUAL IN DEPTH TO THE EXISTING PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF WSDOT SPECIFICATIONS QF SECTION 5-04 EXCEPT THAT LONGITUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF HMA SHALL BE DISPLACED lA TERALl Y A MINIMUM OF 12 INCHES HMA OVER 3 INCHES THICK SHALL BE PLACED IN eaUAL LIFTS NOT TO EXCEED 3 INCHES EACH 14 PATCHES ON ALL STREET SURFACES, WALKS OR DRIVEWAYS SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT PROVIDES A SMOOTH RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAVED SURFACE SHIMMING AND FEATHERING AS REQUIRED BY THE CITY ENGINEER SHALL BE ACCOMPLISHED BE RAKING OUT THE OVERSIZED AGGREGATES FROM THE ASPHALT CONCRETE MIX AS APPROPRIATE 15 SURFACE SMDOTHNESS SHALL BE PER WSOOT SPECIFICATION SECTION 5-04 3(13) UNACCEPTABLE PAVING PATCHES SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE PATCH 16 WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S) THE SHOULDER SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDIT10N 17 THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHAlL BE COMPLETED WITHIN 30 DAYS AFTER FIRST OPENING THE TRENCH THIS TIME FRAME MAY BE ADJUSTED IF OELAYS ARE DUE TO INCLEMENT PAVING WEATHER OR OTHER ADVERSE CONDITIONS THAT MAY EXIST HOWEVER DELAYING OF THE FINAL PATCH OR OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO I HE CITY ENGINEER'S APPROVAL THE CITY ENGINEER MAY DEEM IT NECESSARY TO COMPLETE THE WORK WITHIN THE 30 DAY TIME FRAME AND NOT ALLOW ANY TIME E,.(TENS10N IF THIS OCCURS THE CONTRACTOR SHALL PERFORM THE NECESSARY WORK AS ORDERED BY THE CITY ENGINi:.ER 18 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOGA nON AND PROTECTION OF AI L EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY lOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUNQ UTIUTY LOCATION CENTER AT '\.BOO.424~5555 A MINIMUM OF.t8 HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR WilL ALSO BE ~ESPONSIBLE FOR MAINTAINING ALL LoeA TE MARKS ONCE THE UTIlITlES HAVE 6EEN LoeA 7Eu I I I I I I Ix . & II I I I I I I I Ii SANITARY AND STORM SEWER NOTES THE CITY SHALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A DIVERSION OF FLOWS IN THE WASTEWATER SYSTEM NO DISRUPTION OF SEWER SERVICE WILL BE ALLOWED TRENCHING AND SHORING OPERATIONS SHALL NOT PROCEED MORE THAN 100 FEET IN ADVANCE OF PIPE LAYING WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER ALL WORK SHALL BE IN ACCORDANCE WITH WASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION (WISHA) AND THE FEDERAL OFFICE OF SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS ALL SEWER MAINS SHALL BE HIGH VELOCITY CLEANED AND PRESSURE TESTED PRIOR TO PAVING THE STREETS IN CONFORMANCE WITH THE WSOOT SPECIFICATIONS AT THE CONTRACTOR S EXPENSE HYDRANT FLUSHING OF LINES IS NOT AN ACCEPTABLE CLEANING METHOD AN AIR TEST OF AlL THE LINES IS THE MINIMUM TESTING REQUIRED TESTING OF THE MAIN MAY INCLUDE VIDEO INSPECTION BYTHE CITY TESTING SHALL TAKE PLACE AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY SUBGRADE IS COMPLETED PRIOR TO BACKFILLING ALL SEWER LINES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY'S INSPECTOR APPROVAL SHAll NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES ANDIOR FAILURE AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE THE CONTRACT DR'S RESPONSIBILITY TO NOTIFY THE CITY FOR THE REOUIRED INSPECTIONS CONNECTION OF A SEWER MAIN TO A SYSTEM WHERE A MANHOLE IS NOT AVAILABLE SHALL BE ACCOMPLISHED BY POURING A CONCRETE BASE AND SETTING MANHOLE SECTIONS THE EXISTING PIPE SHALL ONLY BE CUT INTO BY CITY CREWS UNLESS OTHERWISE APPROVED ECCENTRIC MANHOLE CONES SHALL BE OFFSET SO AS NOT TO BE LOCATED IN THE TIRE TRACK OR A TRAVELED LANE AND SHAll BE IN LINE WITH ThE MANHOLE STEPS MANHOLE FRAMES AND COVERS SHALL BE CAST RON MARKED "SEWER" CONFORMING TO THE REQUIREMENTS OF ASTM A536 GRADE 80-55-06 REPAIR OF DEFECTS SHALL NOT BE PERMITTED SAFETY STEPS SHALL BE FABRICATED OF POL YPROPYLENE CONFORMING TO ASTM 0-4101 INJECTION MOLDED AROUND A Y.i INCH ASTM A-615 GRADE STEEL REINFORCING BAR WITH ANTI-SUP TREAD STEPS SHALL PROJECT UNIFORMLY FROM THE INSIDE WAlL OF THE MANHOLE STEPS SHALL BE INSTALLED TO FORM A CONTINUOUS VERTICAL LADDER WITH RUNGS EQUALLY SPACED ON 12 INCH CENTERS AND INSTALLED PER WSDOT STANDARD PLAN B-24 MINIMUM SLOPE THROUGH THE MANHOLE SHALL BE 1I10TH OF ONE FOOT FROM THE INVERT IN TO THE INVERT OUT ALL MANHOLES SHALL BE CHANNELED 10 A MANDREL TEST IN ACCORDANCE WITH WSDOT SECTION 7-17 3(2)G MAY BE REOUIRED BY THE CITY ENGINEER ON SEWERS EXCEPT LATERALS 11 THE CONTRACTOR SHALL INSPECT SEWER SERVICE LINES FOR BLOCKAGE OR DAMAGE AND REPLACE ACCORDINGLY UP TO THE RIGHT OF WAY LIMITS 12 WHEN THE SEWER LINE CROSSES AN EXISTING WATER MAIN, THE CONTRACTOR SHALL VERIFY THAT THERE IS AN 18 INCH SEPARATION BETWEEN THE PIPES IF THERE IS LESS THAN 18 INCHES CLEARANCE THE CONTRACTOR SHALL CUT THE SEWER PIPE AS NECESSARY TO ASSURE THAT NO JOINTS IN THE SEWER PIPE ARE CLOSER THAN 10 FEET FROM THE CROSSING r\,'IR~.s IltltrP J ~ 0' I' iWO INCHES AT FULL SC\lE IF NOT SCAli ICCOROlNGlY C-1 >- " i!i III ~ 0: (:J i.:::: C) <: ~~ f:::::o ~ ::::::, h.J <:..J > z Z ~.I.. .;;-- a~5 i!i[;lon u>:J: 88 "" NN ...... ~ << 00 ,. ~ >- " S ~ fl c V")~~ ctCSllJ ::::s llJ C)::::::, I :t:~~ CI::l, "'I- 'l-"'JI --.Jgs2 ~tsCl::l '-'Cl::lJ. tj i':'!":il N '" .. - :ll Cj~~~... <: z" "- ~~o~~ i~~a.~~ !i Cl::: 0 "" '0 ~ C)';!;; .. :ll 2. ~ ~ ~ ~ ~ : I L......;; ~ ~ C:S~:~D. >..~d h. on '" G @ID 1 I . . ... 1 1 1 1 1 1 I LEGEND I, TOP tT HfXJD AM} Qi'A 1C $HAtL Be I.A8Cl.CD lWMWS' 10 SIRC,W" (JII tOl.WAl.ANT LABflS SHA(L 8C MrcCIIAl. TO CASlWG J'~ EXISTING SIGN . . .. 8 8 EXISTING WATER VALVE ~ I . . C'M~ nUnUnUn~ C'~ -, U~UOUOUU -, [:j" i~l ilo~o~n~n LJln cP" \ Mo~o~o IlAf'OI CUTTeR tP CRA1'C" A__J \J ~;~':~,"!:N' I'RCM rACC " CVRS .1'-0. .J -0. (rtP) .. use JtS(}()T ORA"'; 8-1e AT SACS A.:J MATCH [Jl1S1>>IC fIStJOT DRA~ 8-2S r(R PA!lCWNT aCVA11(IIS AU. OIkCR LOCAl1ONS AT QVAIC f()(;C 'r--{_~ )-4, EXISTING STREET LIGHT -) EXISTING POLE ANCHOR c EXISTING SIGN POLE EXISTING WATER LINE SiOEWALK A T CURB sa NO" " --- \.f -- --- \J -------- 1.1 - . t 4 c EXISTING UNDERGROUND POWER AtWSTWC AS~Y C'~ -, - VGP ------ LGP----- UGP-- OtPANS1ON _r S~ - S$ ---- S'; ---- S,5 --- EXISTING SANITARY SEWER LINE NOrcS- J ~ %PAR" TOIl -r 1lC~ AT OUlUf '-=0_ APAIfOC 8Y' QTY CNC1NaJ1 1 CONCII:Crt Q.ASS JOOf) SECTION A-A - Sf: -- $) - ~C - );) - EXISTING STORM DRAIN LINE NOTES EXISTING UNDERGROUND TELECOMMUNICATIONS SECTION 8-8 I SlDCIC4Ut LlXAl10N TO Be APPROIICD 8'1' arr ~tR 2 tJ/PANSION.x:wrs ~L 8C ASPHALT MPRCCNArtD..oN' IlATt/IfAI. .J. (JlPAIISIfM .KJNTS SHALL 8C 1/4- I1<<'.:K fULL OCPTH AM) Al lS'-O. _ll'R1tIl.S _ DfAIIIY./tINTS SHALl 8C '/3- /H1Ot ,. DClP AN() AT j'-O" liTCRVALS .1 AU //'ffJry PCltS IICTCR sc:ur.t tTC. Ii SIJr.uK ARC.. SHALl. HAlo(" exPANSION ..(IN' ,W,41CRtAI. (1'/AlIXPTH) PlAao AIIOVNtJ ~ -. AU .DNTS 9'tAU Be Q['AN AM) ClXiED. 7 Qlilr~..,. ANO SltXWAlIf SHAlL << SEpAllAtrD flY tJIPANS10N .DNrs. 4 CONC1IC1t SHAlL lJC aASS .JOOc2 to SOl. IiCS/OIJAI. ~RI!JIOOC 10 8C PuaD IJNDCR PA..w:; C1J/I8 ANO SlNIWX PIIrOIf fD Pf.AONC fY .iIA TCRrAt.S. 10. S1OO'Al..K lU"AT1ON SHAl.1. BE BASCD (1/1 n sr.a=r! ~CT1ON I'R(JI,I TOP (T Cti'Il ----- T -T -- T .ilArCH CX1STINC PArK~Nr fU"A/1ON COMBINA lION NeT PeR ffSDOT srAMJARD ptAN S- h \ eRA" ~ .I CATCH BASW SASE It) Be seT U''tlfl... QfArc I'RAM€ TO 8C $HlJIMCD TO MA TOt LONQ~ StOPe ~'U'"' @ EXISTING STORM DRAIN CATCH BASIN AD.uSr HfXX) TO .vA rCH CURB HClCHr (.J" ItJIN OPCNNC) .. SAOtFI.L AIICl.HJ S1'RfJCTURC SHALL or CON 1RCI..UO 0€NS1 rr 1I.L. C-2 0" I" SEcnCN A-A NOr TO SCAJL ~ IWO INCH(S AT fULL SDl.E IF NOT SDl.E ACCORDINGlY i I LXP1Rf5 o.!J~iI_C1_'1_~ >- ., ~ "' ~ <.t) :::! ~ L...J t:::J ~ "'l: ~I~ "'l:~ Q 2 21 r, C b '-J z - ~;;!-<. .,." ~ > z'_ h:: f5 . . '^ ~. . v J Z -- :<: ;wwo C) iP'''' l0~~~ u>~ ~I~ '~1~ C C ,00 li) <.t)'-:lli) "---li) ::::;t:::Jli) C):::JI :t:~~ Cl;), ":l- ":l-~6 '-ICJCJ ~tJCl;) \jC()1 tj I-:JW:ilN "'" Q. = ~ (.j ffi 1IC cc <:~g~:: 1I1~~o~9 ~ ~ ~ Q. ~:;:; il}:o ~.:. ~G/X~I~ 2- I ~ 0... ~ ! ; : ~ Q.:: ~ ~ a 2"'" -< 0. l ~ ~ ).... ~ N :r ........ ~ () ~