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HomeMy WebLinkAboutBenson Rd Cost estimate WSDOT V3.0 4-10-07I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkDIVISION 1 - GENERAL REQUIREMENTSContractor's Field General Conditions1LSBid Bond1LS $ - $ - $ - $ - In Field GC'sInsurance1LS $ - $ - $ - $ - In Field GC'sPermitting1LS $ - $ - $ - $ - In Field GC'sEngineer's Trailer1LS $ - $ - $ - $ - In Field GC'sSafety1LS $ - $ - $ - $ - In Field GC'sSecurity1LS $ - $ - $ - $ - In Field GC'sTESC Management and oversight1LS $ - $ - $ - $ - In Field GC'sTesting and commissioning1LS $ - $ - $ - $ - In Field GC'sPunch list1LS $ - $ - $ - $ - In Field GC's1 MOBILIZATION1-09.71LS $ - $ - $ - $ 65,000.00 65,000.00$ 5 TEMPORARY TRAFFIC CONTROL1-10.51LS $ - $ - $ - $ 3,000.00 3,000.00$ OTHER FIELD OVERHEAD (Not incl in GC's)Off site storage and staging1LS $ - $ - $ - $ - -$ Special Testing1LS $ - $ - $ - $ 6,500.00 6,500.00$ 3 Surveying1LS $ - $ - $ - $ 5,000.00 5,000.00$ Geotechnical1LS $ - $ - $ - $ - -$ 21 Dewatering1LS $ - $ - $ - $ 1,500.00 1,500.00$ Consultants1LS $ - $ - $ - $ - -$ Legal1LS $ - $ - $ - $ - -$ Other1LS $ - $ - $ - $ - -$ Div 181,000.00$ DIVISION 2 - EARTHWORKCLEARING AND GRUBBING2-01.50ACClearing - other misc0AC $ - $ - $ - $ - -$ Demo Trees/stumps0LS $ - $ - $ - $ - -$ Demo and salvage gaurdrail1LS $ - $ - $ - $ 750.00 750.00$ Demo & salvage existing slope drain system1LS $ - $ - $ - $ 500.00 500.00$ Sales Tax %Project Zip CodeWagesBenson Rd Cost estimate WSDOT V3.0 4-10-07.xls1 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWagesDemo existing above grade structures0LS $ - $ - $ - $ - -$ Demo existing below grade structures0LS $ - $ - $ - $ - -$ Saw cut4300LF $ - $ - $ - $ 1.10 4,730.00$ Demo Asphalt paving1201960SY $ - $ - $ - $ 8.00 15,680.00$ Demo Conc. Surfacing0TON $ - $ - $ - $ - -$ 19 Demo sidewalk & hard surfacing10020SY $ - $ - $ - $ 15.00 300.00$ REMOVAL OF STRUCTURES AND OBSTRUCTIONS2-02.50LS $ - $ - $ - $ - -$ ROADWAY EXCAVATION AND EMBANKMENT2-03.40CY12 Excavation and stockpile150TON $ - $ - $ - $ 10.00 1,500.00$ 12 Excavation - including haul and dispose750TON $ - $ - $ - $ 28.00 21,000.00$ Strip, stockpile and re-spread Topsoil20BCY $ - $ - $ - $ 8.00 160.00$ Strip and stockpile overburden0BCY $ - $ - $ - $ - -$ Remove and dispose overburden0BCY $ - $ - $ - $ - -$ HAUL2-04.50HAUL $ - $ - $ - $ - -$ SUBGRADE PREPARATION2-06.50CY $ - $ - $ - $ - -$ WATERING2-07.50M GAL $ - $ - $ - $ - -$ STRUCTURE EXCAVATION2-09.50CY $ - $ - $ - $ - -$ DITCH EXCAVATION2-10.50CY $ - $ - $ - $ - -$ TRIMMING AND CLEANUP2-11.50LS $ - $ - $ - $ - -$ CONSTRUCTION GEOTEXTILE2-12.5200SY $ - $ - $ - $ 2.50 500.00$ Div 245,120.00$ DIVISION 3 - QUARRY PIT AND STOCKPILINGPREP FOR PRODUCTION (Clear and Grub)2-01.50AC $ - $ - $ - $ - -$ PREP STOCKPILING AREA2-01.50AC $ - $ - $ - $ - -$ SITE RECLAMATION3-03.50LS $ - $ - $ - $ - -$ Div 3-$ DIVISION 4 - BASESGRAVEL BASE - 9-03.104-02.50CY $ - $ - $ - $ - -$ BALLAST AND CRUSHED SURFACING4-04.50CYBenson Rd Cost estimate WSDOT V3.0 4-10-07.xls2 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWagesBallast - 9-03.9(1)10TON $ - $ - $ - $ 18.00 180.00$ Shoulder Ballast 9-03.9(2)0TON $ - $ - $ - $ - -$ 14b Crushed Surfacing Top Course 9-03.9(3) 5120280TON $ - $ - $ - $ 25.00 7,000.00$ 14a Crushed Surfacing Base Course 9-03.9(3) 510050TON $ - $ - $ - $ 22.00 1,100.00$ Maintenance Rock 9-03.9(4)0TON $ - $ - $ - $ - -$ ASPHALT TREATED BASE4-06.50TON $ - $ - $ - $ - -$ Div 48,280.00$ DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTSCEMENT CONCRETE PAVEMENT REHAB5-01.50- $ - $ - $ - $ - -$ BITUMINOUS SURFACE TREATMENT5-02.50CYBit Surface Treatment, Class A - E 5-02.3(3)0TON $ - $ - $ - $ - -$ HOT MIX ASPHALT HMA 5-04.3(9) (estimate at 2.05 TON/CY)5-04.50TON16 Hot Mix Asphalt Class 1/2", PG 70, 9-03.8(2) and 9-02.1(4)A 5767450TON $ - $ - $ - $ 125.00 56,250.00$ HMA for Approach - Class ___, PG ___, 9-03.8(2) and 9-02.1(4)A 58730TON $ - $ - $ - $ - -$ HMA for Preleveling - Class ___, PG ___, 9-03.8(2) and 9-02.1(4)A 573915TON $ - $ - $ - $ 150.00 2,250.00$ 15 HMA for Pavement Repair - Class ___, PG ___, 9-03.8(2), 9-02.1(4)A 573975TON $ - $ - $ - $ 150.00 11,250.00$ Commercial HMA - Class ___, PG ___, 9-03.8(2) and 9-02.1(4)A 58750TON $ - $ - $ - $ - -$ Prep Untreated Roadway, 5-04.3(5)B0MILE $ - $ - $ - $ - -$ Crack Sealing, Force Account 1-09.60LS $ - $ - $ - $ - -$ Soil Residual Herbicide, 5-04.3(5)D0SY $ - $ - $ - $ - -$ Pavement Repair Excavation (Incl Haul) 5-04.3E0SY $ - $ - $ - $ - -$ Asphalt for Prime Coat, 5-04.3(5)B0TON $ - $ - $ - $ - -$ Prime Coat for Aggregate0TON $ - $ - $ - $ - -$ Asphalt for Fog Seal0TON $ - $ - $ - $ - -$ Longitudinal Joint Seal, 5-04.3(11) 65142520LF $ - $ - $ - $ 2.20 5,544.00$ Planing Bituminous Pavement, 5-04.3(14) 5711480SY $ - $ - $ - $ 23.00 11,040.00$ Value Adjustment for Quality of HMA5-04.5(1)A0LS $ - $ - $ - $ - -$ CEMENT CONCRETE PAVEMENT5-05.50CY $ - $ - $ - $ - -$ Div 586,334.00$ Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls3 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWagesDIVISION 6 - STRUCTURESCONCRETE STRUCTURES6-02.50LS $ - $ - $ - $ - -$ STEEL STRUCTURES6-03.50LS $ - $ - $ - $ - -$ TIMBER STRUCTURES6-04.50LS $ - $ - $ - $ - -$ PILING6-05.50LS $ - $ - $ - $ - -$ BRIDGE RAILINGS6-06.50LS $ - $ - $ - $ - -$ PAINTING6-07.50LS $ - $ - $ - $ - -$ WATERPROOFING6-08.50LS $ - $ - $ - $ - -$ MODIFIED CONCRETE OVERLAYS6-09.50LS $ - $ - $ - $ - -$ CONCRETE BARRIER6-10.50LS $ - $ - $ - $ - -$ PRECAST WALL SYSTEMS6-11.50LS $ - $ - $ - $ - -$ Div 6-$ DIVISION 7 - DRAINAGE, STORM, SEWER, WATERDRAINS7-02.50LS $ - $ - $ - $ - -$ STRUCTURAL ARCH PIPE, UNDERPASS7-03.50LS $ - $ - $ - $ - -$ STORM SEWERS7-04.50LS22 Catch Basin (w/frame and grate) WSDOT TYPE I, 1EA $ - $ - $ - $ 2,500.00 2,500.00$ 22 8" PVC 'PW - UltraRib' WSDOT 9-05.12(2)25LF $ - $ - $ - $ 120.00 3,000.00$ MANHOLES INLETS AND CATCH BASINS AND DRYWELLS7-05.50LS $ - $ - $ - $ - -$ CLEANING EXISTING DRAINAGE SYSTEMS7-07.50LS $ - $ - $ - $ - -$ GENERAL PIPE INSTALLATION REQUIREMENTS7-08.50LSGravel Backfill for Foundation, 9-03.12(1)40TON $ - $ - $ - $ 12.00 480.00$ 13a Gravel backfill for Pipe Zone Bedding, 9-03.12(3)850TON $ - $ - $ - $ 18.00 15,300.00$ 13 Select trench backfill, 9-03.14(2) 4091100TON $ - $ - $ - $ 22.00 24,200.00$ Bank Run Gravel for backfill, 9-03.9(4)50TON $ - $ - $ - $ 15.00 750.00$ CDF Backfill under roadway20CY $ - $ - $ - $ 75.00 1,500.00$ 2 Shoring, 7-08.3(1)B24000SF $ - $ - $ - $ 0.85 20,400.00$ WATER MAINS7-09.50LSDI Water Pipe, AWWA C151, CL52, Cement LinedBenson Rd Cost estimate WSDOT V3.0 4-10-07.xls4 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWages7 16" Push-On1900LF $ - $ - $ - $ 85.00 161,500.00$ 7a 16" Restrained Joint80LF $ - $ - $ - $ 105.00 8,400.00$ 7b 6" Push-On60LF $ - $ - $ - $ 55.00 3,300.00$ FITTINGS, AWWA C110, Class 25016x16 TEE (MJ)1EA $ - $ - $ - $ 3,000.00 3,000.00$ 16x16 TEE (MJxFL)1EA $ - $ - $ - $ 3,000.00 3,000.00$ 16x6 TEE (MJxFL)3EA $ - $ - $ - $ 2,200.00 6,600.00$ 16" VERT CROSS (FLxMJ)3EA $ - $ - $ - $ 4,500.00 13,500.00$ 16" SLEEVE (MJ)7EA $ - $ - $ - $ 800.00 5,600.00$ 16" DI SPOOL (PE)7EA $ - $ - $ - $ 500.00 3,500.00$ 12x16 INCREASER (MJ)1EA $ - $ - $ - $ 1,000.00 1,000.00$ 12x16 INCREASER (FLxMJ)1EA $ - $ - $ - $ 1,000.00 1,000.00$ 12x12 TEE (FL)2EA $ - $ - $ - $ 2,000.00 4,000.00$ 12" SLEEVE (MJ)4EA $ - $ - $ - $ 800.00 3,200.00$ 12" DI SPOOL (PE)4EA $ - $ - $ - $ 500.00 2,000.00$ 11 CONC BLOCKING20CY $ - $ - $ - $ 250.00 5,000.00$ 6 INSTALL CASING AT SR 515 STA 425+41.47 - 425+75.471LS $ - $ - $ - $ 12,000.00 12,000.00$ 6A EXISTING CULVERT REPAIR CONTINGENCY SR 515 STA 425+58.471LS $ - $ - $ - $ 7,500.00 7,500.00$ 6B INSTALL CASING AT BENSON ROAD - STA 1+57.58-1+82.581LS $ - $ - $ - $ 6,500.00 6,500.00$ PT / FLUSH / BACT-T2EA $ - $ - $ - $ 5,000.00 10,000.00$ 10 TIE-IN4EA $ - $ - $ - $ 2,000.00 8,000.00$ VACANT7-10.50LS $ - $ - $ - $ - -$ VACANT7-11.50LS $ - $ - $ - $ - -$ VALVES FOR WATER MAINS7-12.50LSVALVES, w/ Valve box, AWWA C509-Resiliant Seat, CL2508 16" GV (MJ)6EA $ - $ - $ - $ 3,800.00 22,800.00$ 8 16" GV (FLxMJ)1EA $ - $ - $ - $ 3,800.00 3,800.00$ 8a 12" GV (FLxMJ)4EA $ - $ - $ - $ 1,250.00 5,000.00$ 8a 12" GV (FL)1EA $ - $ - $ - $ 1,250.00 1,250.00$ Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls5 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWages8b 6" GV (FLxRJ)3EA $ - $ - $ - $ 1,000.00 3,000.00$ HYDRANTS7-14.50LS9 HYRDANT ASSEMBLY, AWWA 5023EA $ - $ - $ - $ 3,500.00 10,500.00$ SERVICE CONNECTIONS7-15.50LS $ - $ - $ - $ - -$ SANITARY SEWERS7-17.50LS $ - $ - $ - $ - -$ SIDE SEWERS7-18.50LS $ - $ - $ - $ - -$ SEWER CLEAN-OUTS7-19.50LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ 0LS $ - $ - $ - $ - -$ Div 7383,080.00$ DIVISION 8 - MISCELLANEOUS CONSTRUCTIONEROSION AND WATER POLLUTION CONTROL8-01.50LS4 Construction entrance0LS $ - $ - $ - $ - -$ 4 Orange barrier fence0LF $ - $ - $ - $ - -$ 4 Street Cleaning1LS $ - $ - $ - $ 1,500.00 1,500.00$ 4 Detention ponds and appurtenances0LS $ - $ - $ - $ - -$ 4 Temp Storage (Baker Tanks)0LS $ - $ - $ - $ - -$ 4 Wheel wash0LS $ - $ - $ - $ - -$ 4 Temp pumps / conveyance1LS $ - $ - $ - $ 1,000.00 1,000.00$ 4 Silt Fence250LF $ - $ - $ - $ 4.75 1,187.50$ 4 Ground cover0SY $ - $ - $ - $ - -$ 4 Straw wattles0LF $ - $ - $ - $ - -$ Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls6 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWages4 Check dams0EA $ - $ - $ - $ - -$ 4 Catch basin inserts9EA $ - $ - $ - $ 75.00 675.00$ 4 Other:0LS $ - $ - $ - $ - -$ 4 1 Trench Dams3EA $ - $ - $ - $ 1,000.00 3,000.00$ 4 20LS $ - $ - $ - $ - -$ 4 ROADSIDE RESTORATION8-01.50LS4 Hydro seeding1AC $ - $ - $ - $ 50.00 50.00$ 20 Landscaping 1LS $ - $ - $ - $ 1,000.00 1,000.00$ Fencing restoration0LF $ - $ - $ - $ - -$ Other0LS $ - $ - $ - $ - -$ IRRIGATION SYSTEMS8-03.50LSIrrigation controller0EA $ - $ - $ - $ - -$ Backflow device0EA $ - $ - $ - $ - -$ Piping0LF $ - $ - $ - $ - -$ Heads0EA $ - $ - $ - $ - -$ Flush, pressure test and tie-in0LS $ - $ - $ - $ - -$ CURB, GUTTER AND SPILLWAYS8-04.50LF $ - $ - $ - $ - -$ VACANT8-05.50LS $ - $ - $ - $ - -$ CEMENT CONCRETE DRIVEWAY ENTRANCE8-06.50SY $ - $ - $ - $ - -$ PRECAST TRAFFIC CURB AND BLOCK8-07.530LF $ - $ - $ - $ 20.00 600.00$ RUMBLE STRIPS8-08.50MI $ - $ - $ - $ - -$ 18 RAISED PAVEMENT MARKERS8-09.52PER 100 $ - $ - $ - $ 500.00 1,000.00$ GUIDE POSTS8-10.50EA $ - $ - $ - $ - -$ GUARDRAIL8-11.530LF $ - $ - $ - $ 45.00 1,350.00$ CHAIN LINK FENCE AND WIRE FENCE8-12.50LF $ - $ - $ - $ - -$ MONUMENT CASES8-13.50EA $ - $ - $ - $ - -$ CEMENT CONCRETE SIDEWALKS8-14.520SY $ - $ - $ - $ 55.00 1,100.00$ RIP-RAP8-15.50CY $ - $ - $ - $ - -$ CONCRETE SLOPE PROTECTION8-16.50SY $ - $ - $ - $ - -$ Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls7 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWagesIMPACT ACTUATOR SYSTEMS8-17.50EA $ - $ - $ - $ - -$ MAILBOX SUPPORT8-18.50EA $ - $ - $ - $ - -$ REDIRECT IONAL LAND FORM8-19.50CY $ - $ - $ - $ - -$ 17 ILLUMINATION, TRAFFIC SIGNALIZATION8-20.51LS $ - $ - $ - $ 5,000.00 7,000.00$ PERMANENT SIGNING8-21.50LS $ - $ - $ - $ - -$ 18 PAVEMENT MARKING8-22.51LS $ - $ - $ - $ 2,500.00 2,500.00$ TEMPORARY PAVEMENT MARKINGS8-23.50LF $ - $ - $ - $ - -$ ROCK, GRAVITY BLOCK WALL, GABION CRIBBING8-24.50-- $ - $ - $ - $ - -$ GLARE SCREEN8-25.50LF $ - $ - $ - $ - -$ WIRE MESH SLOPE PROTECTION8-29.50SF $ - $ - $ - $ - -$ Div 821,962.50$ DIVISION 9 - MATERIALSAs required - (not cover above) $ - $ - $ - $ - -$ $ - $ - $ - $ - -$ $ - $ - $ - $ - -$ $ - $ - $ - $ - -$ Div 9-$ $625,777.00$50,062.00$93,867.00$769,706.00$0.00$769,706.00$38,485.00$67,322.00$875,513.00Contractor's Field Overhead @ 8%Contractor's Fee @ _15_% (Office Ovhd and Profit)Sales Tax Estimate @ _8.33_ %Sub-TotalSub-TotalContingency @ 5%Sub-Total Direct Construction CostsTotal Current Construction EstimateContractor Bonds and Insurance @ 2%Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls8 of 9 I 405 / Benson Rd Water Main RelocationProject Name: I405 / Benson Road Water Line RelocationTIME MULTIPLIER(SEE ENR)4.50%8.33%HDR Proj: 41598FIELD GENERAL CONDITIONS8.00%98055File: 12.03_Cost EstimatesProfit and Office Overhead Mark-Up15.00%UnionDate: 4/10/2006Version: V3.0 - Bid Ready SubmittalSPEC SECTION AND DESCRIPTIONCOST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COSTCOSTWSDOT LinkSales Tax %Project Zip CodeWages$19,699.00$895,212.008611.76Sept, 20069/5/20065/1/20075/15/20076/1/200745/12010/15/200712/31/200764.50%2.25%Scheduled Substantial Completion DateEscalation from Estimate to Mid Point of ConstructionDate of Nearest IndexBid DateNotice to ProceedEstimated Construction Time (low/high working days)Estimated Construction Start DateScheduled Final Completion DateMonths from Estimate to Mid Point of ConstructionPrevious 12 Months EscalationEscalationENR 20 City Cost Index @ Time-Of-EstmateDate of EstimateEscalation to Mid-Point of ConstructionForecast Construction Estimate at BidBenson Rd Cost estimate WSDOT V3.0 4-10-07.xls9 of 9