Designed by. Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days
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1 Independent Government Estimate Updated 6/22/18 Title Page Estimated by NAVFAC Cost Designed by Prepared by NAVFAC Cost Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days
2 Independent Government Estimate Summary of Costs Page 1 Description ContractCost Summary of Costs 89,210 Print Test Project V2 89,210 Primary Facilities 77,335 Supporting Facilities 11,875
3 Independent Government Estimate Contractors Markup Report Page 2 Contractors Markup Report Description SubWork CostToPrime DirectWork JOOH HOOH Profit Bond ContractorCost 15, , , % 5.00% 8.00% 2.00% 89, Prime 15, , , , , , , , % 5.00% 8.00% 2.00% Own Work 54, , , , , % 5.00% 8.00% 2.00% Subcontracted Work 15, , , , , % 3.00% 8.00% 0.00% 6, HVAC , , , % 3.00% 8.00% 0.00% Own Work 5, % 0.00% 0.00% 0.00% Subcontracted Work , , % 3.00% 8.00% 0.00% 9, Civil , , , % 3.00% 8.00% 0.00% Own Work 7, % 0.00% 0.00% 0.00% Subcontracted Work
4 Independent Government Estimate Contract Cost- Item Detail Page 3 Description Quantity UOM DirectMatl DirectLabor DirectEQ DirectSubBid SubCMU PrimeCMU ContractCost Contract Cost- Item Detail 39, , , , , , Print Test Project V LS 39, , , , , , Facility Type Primary Facilities 1.00 LS 38, , , , , , , Primary Facility # SF 38, , , , , , , A Substructure 1.00 SF 18, , , , , , , A10 Foundations 1.00 SF 18, , , , , , , A1010 Standard Foundations 1.00 SF 14, , , , A Wall Foundations LF 14, , , , RSM Structural concrete, in place, continuous strip footing (3000 psi), 18" wide x 9" deep, unreinforced, includes forms(4 uses), concrete (Portland cement Type I), placing and finishing, excludes reinforcing CY 14, , , , A1030 Slab on Grade SF 3, , , , A Standard Slab on Grade SF 3, , , , RSM Structural concrete, in place, slab on grade (3500 psi), 6" thick, includes forms(4 uses), Grade 60 rebar, concrete (Portland cement Type I), and placing, excludes finishing CY 3, , , , , , , B Shell 1.00 SF 14, , , , , , , B20 Exterior Closure 1.00 SF 14, , , , B2030 Exterior Doors EA 14, , , , B Solid Doors EA 14, , , , RSM Frames, steel, knock down, hollow metal, single, 16 ga., up to 5-3/4" deep, 3'-0" x 6'-8" RSM Doors, hollow metal, commercial, steel, flush, full panel, hollow core, 1-3/8" thick, 20 ga., 3'-0" x 6'-8" EA 4, , , , EA 10, , , , ,462.62
5 Independent Government Estimate Contract Cost- Item Detail Page 4 Description Quantity UOM DirectMatl DirectLabor DirectEQ DirectSubBid SubCMU PrimeCMU ContractCost C Interiors 1.00 SF , , C10 Interior Construction 1.00 SF , C1010 Partitions SF C Fixed Partitions SF RSM Partition wall, interior, standard, taped both sides, installed on & incl.25 ga, NLB metal studs, 6" wide, 16" O.C., 8' to 12' high, 1/2" gypsum drywall SF C1020 Interior Doors 3.00 LEF C Standard Interior Doors 3.00 LEF RSM Door, wood, architectural, flush, interior, hollow core, 7 ply, M.D. overlay on hardboard, 1-3/8", 3'-0" x 6'-8" EA C30 Interior Finishes SF C3010 Wall Finishes SF C Painting to Walls SF RSM Paints & coatings, walls & ceilings, interior, concrete, drywall or plaster, latex paint, primer or sealer coat, smooth finish, roller SF , , D Services 1.00 EA 4, , , , , D30 HVAC 1.00 MBH 1, , , , D3040 Distribution Systems 1.00 MBH 1, , D Air Distribution, Heating & Cooling 1, CFM 1, , RSM Duct accessories, mixing box, variable air volume, hot water coils, damper, actuator and thermostat, 1000 CFM , EA 1, , , , D50 Electrical 1.00 KVA 3, , ,730.93
6 Independent Government Estimate Contract Cost- Item Detail Page 5 Description Quantity UOM DirectMatl DirectLabor DirectEQ DirectSubBid SubCMU PrimeCMU ContractCost D5020 Lighting & Branch Wiring SF 3, , , D Lighting Equipment SF 3, , , RSM Interior LED fixtures, troffer retrofit lamp, 100 watt, 5.00 EA 3, , , replaces four T8 lamp, incl lamps, mounting hardware and connections Facility Type Supporting Facilities 1.00 LS , , , , , , , , Supporting Facilities # EA , , , , , , , , G Building Site Work 1.00 ACR , , , , , , , , G10 Site Preparations 1.00 ACR , , , , , , G1010 Site Clearing 5.00 ACR , , , , , , G Clearing 5.00 ACR , , , , , , HNC Clear and grub, light stumps, to 6" diameter, includes 5.00 ACR , , , , , loading on site G20 Site Improvements 1.00 LS , , G2020 Parking Lots 1.00 EA , G Bases & Sub-Bases SY , RSM Plant-mix asphalt paving, for highways and large paved areas, binder course, 1-1/2" thick, no hauling included SY ,137.20
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