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,. Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CONSTRUCTION COST ESTIMATE WILLIAMS CREEK SUBDIVISION COLLEGE STATION, TEXAS PHASE 3 -27 Lots Sitework Mobilization/Layout Site Preparation Silt Fence Description Construction Exit-Rock Erosion Control/Seeding/Hydromulch Topsoil Stripping & Replacement Excavation/Grading Lime Stabilized Subgrade Asphalt Paving - 1 1 /2" depth Base Material -6" depth Remove Temp. Turnaround Base Material Storm Drainage 24" RCP - T & G (non-structural) 24" RCP - T & G (structural} 30" RCP - T & G (structural} 24" Concrete S.E.T. (4:1) 30" Concrete S.E.T. (4:1) Rock Riprap Concrete Ditch Lining/Riprap Area Inlet Junction Box/Inlet Channel Excavation & Grading Concrete Channel Lining Grass Block Sod Channel Lining Water Lines 8" Water PVC CL200 (C909) non-structural 8" Gate Valves 8" 11 .25 deg. M.J. Bend 8" 22.5 deg. M.J. Bend 8"x6" M.J. Tee Fire Hydrant Assembly Fire Hydrant Vertical Extension Remove Blowoff -Tie-in to existing 8" line 1.5" Short Service 1.5" Long Service Meter Boxes Estimated Quantity Unit Price 7.5 2,000 20 1 2,250 18,070 8,520 6,820 7,950 712 210 121 120 2 4 150 4,600 2 3 1,124 7,480 2,545 2,400 3 3 5 3 3 3 2 5 7 27 LS AC LF TONS LS CY CY SY SY SY SY LF LF LF EA EA TON SF EA EA LF SF SY LF EA EA EA EA EA EA EA EA EA EA LF/FT $6,000.00 $2,000.00 $2 .75 $55.00 $10,000.00 $6.00 $4.00 $3.25 $6.50 $7.10 $1 .00 Subtotal $50.00 $60.00 $75.00 $1 ,750.00 $2,000.00 $55.00 $5.00 $3,500.00 $2,750.00 $7.50 $5.00 $3.00 Subtotal $22.00 $700.00 $250.00 $250.00 $350.00 $2,600.00 $250.00 $200.00 $600.00 $800.00 $140.00 Subtotal $5.00 Subtotal Total Sitework Total Storm Drainage Total Water Total Rock Excavation TOTAL CONSTRUCTION! 17-0ct-05 Estimated Cost $6,000 $15,000 $5,500 $1,100 $10,000 $13,500 $72,280 $27,690 $44,330 $56,445 $712 $252,557 $10,500 $7,260 $9,000 $3,500 $8,000 $8,250 $23,000 $7,000 $8,250 $8,430 $37,400 $7,635 $138,225 $52,800 $2, 100 $750 $1,250 $1,050 $7,800 $750 $400 $3,000 $5,600 $3.780 $79,280 $5,000 $5,000 $252,557 $138,225 $79,280 $5,000 $475,0621 Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CONSTRUCTION COST ESTIMATE WILLIAMS CREEK SUBDIVISION COLLEGE STATION, TEXAS PHASE 3 -27 Lots Sitework Mobilization/Layout Site Preparation Silt Fence Description Construction Exit-Rock Erosion Control/Seeding/Hydromulch Topsoil Stripping & Replacement Excavation/Grading Lime Stabilized Subgrade Asphalt Paving - 1 1/2" depth Base Material -6" depth Remove Temp. Turnaround Base Material Storm Drainage 24" RCP - T & G (non-structural} 24" RCP -T & G (structural} 30" RCP - T & G (structural} 24" Concrete S.E.T. (4:1) 30" Concrete S.E.T. (4 :1) Rock Riprap Concrete Ditch Lining/Riprap Area Inlet Junction Box/Inlet Channel Excavation & Grading Concrete Channel Lining Grass Block Sod Channel Lining Water Lines 8" Water PVC CL200 (C909) non-structural 8" Gate Valves 8" 11 .25 deg. M.J. Bend 8" 22.5 deg. M.J. Bend 8"x6" M.J. Tee Fire Hydrant Assembly Fire Hydrant Vertical Extension Remove Blowoff -Tie-in to existing 8'' line 1.5" Short Service 1 .5" Long Service Meter Boxes Estimated Quantity Unit Price 7.5 2,000 20 1 2,250 18,070 8,520 6,820 7,950 712 210 121 120 2 4 150 4,600 2 3 1, 124 7,480 2,545 2,400 3 3 5 3 3 3 2 5 7 27 LS AC LF TONS LS CY CY SY SY SY SY LF LF LF EA EA TON SF EA EA LF SF SY LF EA EA EA EA EA EA EA EA EA EA LF/FT $6,000.00 $2,000.00 $2 .75 $55.00 $10,000.00 $6 .00 $4.00 $3.25 $6.50 $7.10 $1 .00 Subtotal $50.00 $60.00 $75.00 $1 ,750.00 $2,000.00 $55.00 $5.00 $3 ,500.00 $2 ,750.00 $7.50 $5.00 $3.00 Subtotal $22.00 $700.00 $250.00 $250.00 $350.00 $2,600.00 $250.00 $200.00 $600.00 $800.00 $140.00 Subtotal $5.00 Subtotal Total Sitework Total Storm Drainage Total Water Total Rock Excavation TOT AL CONSTRUCTION I 17-0ct-05 Estimated Cost $6 ,000 $15,000 $5,500 $1 , 100 $10,000 $13,500 $72,280 $27 ,690 $44 ,330 $56,445 $712 $252,557 $10,500 $7,260 $9,000 $3,500 $8,000 $8,250 $23,000 $7,000 $8,250 $8,430 $37,400 $7,635 $138,225 $52,800 $2,100 $750 $1,250 $1,050 $7,800 $750 $400 $3 ,000 $5,600 $3.780 $79,280 $5.000 $5,000 $252,557 $138,225 $79,280 $5,000 $475,0621