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Page 12 of4/19/2024 12:03 PMEverett WFPDB GMP WIP4211GMPWIP 110
<br />2,165.4032.08109.7530.68HR67.501.00Ford F450 Flatbed 102%8TKJ450
<br />13,907.09103.02110.0059.01MH135.002.00Carpenter JourneymanCJ
<br />LFUnit:120.00Quantity:Sold Pile - Remove Wall269-35Activity:
<br />TotalTruckingGeneralSubConst MatlsPerm MatlsEquipmentTotal LaborBurdenBase Labor
<br />53,656.115,400.000.000.000.000.0027,191.7021,064.417,809.2713,255.14Total
<br />447.1345.000.000.000.000.00226.60175.5465.08110.46U. Cost
<br />$/ShiftShifts/UnitUnits/ShiftShifts$/Crew HourUnits/Crew HrCrew Hrs/UnitCrew $/Unit
<br />7,665.15860.058317.14297.0000689.37301.71430.5833402.1343
<br />Base Labor/UnitTotal Labor/MHMH/UnitUnit/MHManhours
<br />110.4595100.30671.75000.5714210.0000
<br />WA Bridge ConstructionWA0201WC:10Hrs/Shift:50 Hour Week - (5@10)510Calendar:
<br />1.00Equipment Pcs:3.00Labor Pcs:70.00Crew Hrs:100.00Eff:1.7143UHProd:Hoist RT600/3 MenHOC53Crew:
<br />-Pull 17 H-Pile. 1 hour each pile = 20 ch
<br />-15 bays of 4 x 6 lumber at 2 hr/bay = 30 ch
<br />-5 hours to load truck and 5 hours to unload at the yard for steel = 10 ch
<br />-5 hours to load truck and 5 hours to unload at the yard for lumber = 10 ch
<br />Notes:
<br />TotalActual UCTax/OT %Unit CostUnitQuantityPcs/WsteDescriptionResource
<br />5,400.00900.00100.00900.00LOAD6.001.00Trlr Haul IMCO Yard <--> Job5HLIJ
<br />27,191.70388.45109.75358.34HR70.001.00Grove RT880E 80 Ton8CRRG8
<br />7,211.08103.02110.0059.01MH70.001.00Carpenter JourneymanCJ
<br />5,798.1382.83110.0046.86MH70.001.00Laborer - General G3/4LG
<br />8,055.20115.07110.0066.27MH70.001.00Oper Crane <100T G1OC1
<br />MOUnit:2.00Quantity:Shoring Box Rental930-02Activity:
<br />TotalTruckingGeneralSubConst MatlsPerm MatlsEquipmentTotal LaborBurdenBase Labor
<br />43,610.090.000.000.0032,550.000.003,543.757,516.342,803.324,713.02Total
<br />21,805.050.000.000.0016,275.000.001,771.883,758.171,401.662,356.51U. Cost
<br />$/ShiftShifts/UnitUnits/ShiftShifts$/Crew HourUnits/Crew HrCrew Hrs/UnitCrew $/Unit
<br />21,805.04501.00001.00002.0000553.00450.100010.00005,530.0450
<br />Base Labor/UnitTotal Labor/MHMH/UnitUnit/MHManhours
<br />2,356.510093.954340.00000.025080.0000
<br />WA Bridge ConstructionWA0201WC:10Hrs/Shift:50 Hour Week - (5@10)510Calendar:
<br />1.00Equipment Pcs:4.00Labor Pcs:20.00Crew Hrs:100.00Eff:10HUProd:(Mod) Excav X470/2 MenE472Crew:
<br />at least two boxes, custom spreaders, and 3-4 road plates required = 3 pcs...
<br />Building and tear down of boxes included here.
<br />Installation and Removal included in excavation items
<br />Notes:
<br />TotalActual UCTax/OT %Unit CostUnitQuantityPcs/WsteDescriptionResource
<br />32,550.005,425.00108.505,000.00MO6.003.00Shoring Rental3SH
<br />3,543.75177.19109.75165.00HR20.001.00JD 470 Excavator 50MT8EX470
<br />5,220.6187.01110.0049.38MH60.003.00Laborer - Grade Checker G4LGC
<br />2,295.73114.79110.0066.10MH20.001.00Oper Ldr->8 CY/Ex->50MT G1O1
<br />LS1.00013020Takeoff Qty:
<br />Bid Qty:
<br />DEWATERINGBiditem
<br />1.000 LS
<br />TotalTruckingGeneralSubConst MatlsPerm MatlsEquipmentTotal LaborBurdenBase Labor
<br />150,463.110.000.00136,095.480.000.006,422.047,945.592,921.825,023.77Total
<br />150,463.110.000.00136,095.480.000.006,422.047,945.592,921.825,023.77U. Cost
<br />Unit/CHTotal Labor/MHBase Labor/MH$/MHMH/UnitUnit/MHManhours
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