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HomeMy WebLinkAboutCost EstimateIndian Lakes Subdivision, Phases 2 & 5 Engineer's Estimate February 20, 2004 Item Description Unit Quantity Estimated Total No. Unit Price Paving Construction 1 Mobilization Lump Sum 1 7,000.00 7,000.00 2 Clearing and Grubbing ACRE 21.0 1,000.00 21,000.00 3 Earthwork C.Y. 15,324 3.50 53,634.00 4 1.5" HMAC S.Y. 22,172 4.90 108,642.80 5 6" Lime Stabilized Subgrade (6%) S.Y. 28,960 2.75 79,640.00 6 Extra Lime Ton 160 85.00 13,600.00 7 6" Crushed Limestone Base S.Y. 27,295 5.75 156,946.25 8 6" split steel casing for existing pipeline L.F. 225 15.00 3,375.00 9 End of Road Markers EACH 5 250.00 1,250.00 Pavi ng Subtotal 445,088.05 Drainage Construction 10 18" CUT, gale., structural backfill L.F. 48 25.00 1,200.00 11 24" CUT, galv., structural backfill L.F. 268 30.00 8,040.00 12 24" CMP, gale., non-structural backfill L.F. 8 25.00 200.00 13 27" CMP, gale., structural backfill L.F. 139 35.00 4,865.00 14 48" CUT, alv., structural backfill L.F. 182 80.00 14,560.00 15 Sloped Headwall for 3- 48" CMP EACH 2 3,000.00 6,000.00 16 Sloped Headwall for 2-24" CMP, EACH 6 1,200.00 7,200.00 17 Sloped Headwall for 2-27" CUT EACH 2 1,500.00 3,000.00 18 Sloped Headwall for 27" CMP EACH 2 750.00 1,500.00 19 Sloped Headwall for 24" CUT EACH 2 700.00 1,400.00 20 Sloped Headwall for 18" CMP EACH 2 500.00 1,000.00 21 Grouted Concrete Rip-Rap S.F. 822 5.50 4,521.00 22 Dry Rip Rap S.F. 1,376 3.25 4,472.00 23 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 16,060 1.00 16,060.00 24 Land Lok GT Erosion Matting (slope protection) S.Y. 875 1.50 1,312.50 25 Straw Bale Barrier EACH 124 50.00 6,200.00 26 Cellulose Fbermulch Seeding S.Y. 64,500 0.40 25,800.00 27 Construction Exit for Silt Control S.Y. 67 10.00 670.00 28 Trench Safe storm drain L.F. 645 1.00 645.00 Drainage Subtotal 108,645.50 Water Line Construction 29 8" PVC Water Line, structural backfill L.F. 122 20.00 2,440.00 30 8" PVC Water Line, non-structural backfill L.F. 2,668 17.00 45,356.00 31 3" PVC Water Line, structural backfill L.F. 131 11.00 1,441.00 32 3" PVC Water Line, non-structural backfill L.F. 4,727 3.50 16,544.50 33 8" Gate Valve EACH 4 625.00 2,500.00 34 8"x 13" Anchor Coupling EACH 4 150.00 600.00 35 8"x 4" Tee EACH 4 200.00 800.00 36 4"x 3" Reducer EACH 4 100.00 400.00 37 4"x 13" Anchor Coupling EACH 5 75.00 375.00 38 3" Gate Valve EACH 10 300.00 3,000.00 39 3"x 3" Tee EACH 3 150.00 450.00 40 3"x 45 degree Bend EACH 8 150.00 1,200.00 41 3"x 22.5 degree Bend EACH 5 150.00 750.00 42 3"x 11.25 degree Bend EACH 1 150.00 150.00 43 3"x 1.5" Tapped Tee EACH 1 100.00 100.00 44 2" Blow Off Assembly EACH 8 350.00 2,800.00 45 Flush Valve EACH 1 500.00 500.00 46 Remove flush valve and connect to existing w/1 EACH 1 500.00 500.00 47 1.5" Type K Copper Water Set. (72 ft. avg. length) EACH 7 900.00 6,300.00 Copper Water Ser. (101 ft. avg. length) EACH 1 850.00 850.00 Safety water line) L.F. 7,648 0.50 3,824.00 Water Line Subtotal 90 880.50 Total Construction Cost $644,614.05 -Z 12010 Y Indian Lakes Subdivision, Phases 2 & 5 Engineer's Estimate February 20, 2004 Item Description Unit Quantity Estimated Total No. Unit Price Paving Construction 1 Mobilization Lump Sum 1 7,000.00 7,000.00 2 Clearing and Grubbing ACRE 21.0 1,000.00 21,000.00 3 Earthwork C.Y. 15,324 3.50 53,634.00 4 1.5" HMAC S.Y. 22,172 4.90 108,642.80 5 6" Lime Stabilized Subgrade (61/6) S.Y. 28,960 2.75 79,640.00 6 Extra Lime Ton 160 85.00 13,600.00 7 6" Crushed Limestone Base S.Y. 27,295 5.75 156,946.25 8 6" split steel casing for existing pipeline L.F. 225 15.00 3,375.00 9 End of Road Markers EACH 5 250.00 1,250.00 Paving Subtotal 445,088.05 Drainage Construction 10 18" CMP, galv., structural backfill L.F. 48 25.00 1,200.00 11 24" CMP, galv., structural backfill L.F. 268 30.00 8,040.00 12 24" CMP, galv., non-structural backfill L.F. 8 25.00 200.00 13 27" CMP, gale., structural backfill L.F. 139 35.00 4,865.00 14 48" CMP, galv., structural backfill L.F. 182 80.00 14,560.00 15 Sloped Headwall for 3- 48" CMP EACH 2 3,000.00 6,000.00 16 Sloped Headwall for 2-24" CMP, EACH 6 1,200.00 7,200.00 17 Sloped Headwall for 2-27" CUT EACH 2 1,500.00 3,000.00 18 Sloped Headwall for 27" CMP EACH 2 750.00 1,500.00 19 Sloped Headwall for 24" CMP EACH 2 700.00 1,400.00 20 Sloped Headwall for 18" CMP EACH 2 500.00 1,000.00 21 Grouted Concrete Rip-Rap S.F. 822 5.50 4,521.00 22 Dry Rip Rap S.F. 1,376 3.25 4,472.00 23 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 16,060 1.00 16,060.00 24 Land Lok GT Erosion Matting (slope protection) S.Y. 875 1.50 1,312.50 25 Straw Bale Barrier EACH 124 50.00 6,200.00 26 Cellulose Fbermulch Seeding S.Y. 64,500 0.40 25,800.00 27 Construction Exit for Silt Control S.Y. 67 10.00 670.00 28 Trench Safe storm drain) I L.F. 645 1.00 645.00 Drainage Subtotal 108,645.50 Water Line Construction 29 8" PVC Water Line, structural backfill L.F. 122 20.00 2,440.00 30 8" PVC Water Line, non-structural backfill L.F. 2,668 17.00 45,356.00 31 3" PVC Water Line, structural backfill L.F. 131 11.00 1,441.00 32 3" PVC Water Line, non-structural backfill L.F. 4,727 3.50 16,544.50 33 8" Gate Valve EACH 4 625.00 2,500.00 34 8"x 13" Anchor Coupling EACH 4 150.00 600.00 35 8"x 4" Tee EACH 4 200.00 800.00 36 4"x 3" Reducer EACH 4 100.00 400.00 37 4"x 13" Anchor Coupling EACH 5 75.00 375.00 38 3" Gate Valve EACH 10 300.00 3,000.00 39 3"x 3" Tee EACH 3 150.00 450.00 40 3"x 45 degree Bend EACH 8 150.00 1,200.00 41 3"x 22.5 degree Bend EACH 5 150.00 750.00 42 3"x 11.25 degree Bend EACH 1 150.00 150.00 43 3"x 1.5" Tapped Tee EACH 1 100.00 100.00 44 2" Blow Off Assembly EACH 8 350.00 2,800.00 45 Flush Valve EACH 1 500.00 500.00 46 Remove flush valve and connect to existing w/1 EACH 1 500.00 500.00 47 1.5" Type K Copper Water Ser. (72 ft. avg. length) EACH 7 900.00 6,300.00 Type K Copper Water Ser. (101 ft. avg. length) EACH 1 850.00 850.00 Safety water line L.F. 7,648 0.50 3,824.00 Water Li ne Subtotal 90 880.50 Total Construction Cost $644,614.05 z ~zo% y