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ur .. • * JOSEPH P. SQF�jULT� ...............A.. k S- Z6 -D Page 1 of 1 26- May -03 CONSTRUCTION COST ESTIMATE CASTLEGATE SUBDIVISION COLLEGE STATION, TEXAS SECTION 13 - 20 LOTS Item Estimated Unit Estimated No. Description Quantity Price Cost Sitework 1 Mobilization /Layout 1.0 LS $3,500.00 $3,500 2 Site Preparation 0.8 AC $3,000.00 $2,400 3 Topsoil Stripping & Replacement 350 CY $4.50 $1,575 4 Excavation /Grading 1,000 CY $3.50 $3,500 5 Lime Stabilized Subgrade 2,480 SY $3.25 $8,060 6 Concrete Curb & Gutter 1,430 LF $8.00 $11,440 7 Concrete Curb & Gutter - Removal 160 LF $10.00 $1,600 8 Base Material - 6" depth 1,970 SY $6.00 $11,820 9 Asphalt Paving - 1 1/2" depth 1,970 SY $5.00 $9,850 10 ADA Ramp - regular 5 EA $350.00 $1,750 11 Concrete Sidewalk - 4' wide 740 SF $3.00 $2,220 12 Concrete Sidewalk - Removal 620 SF $2.00 $1,240 13 Concrete Apron 675 SF $5.00 $3,375 14 Seeding & Hydromulch 3,600 SY $0.50 $1,800 15 Silt Fence 850 LF $2.50 $2,125 16 Construction Exit 25 TON $40.00 $1,000 Subtotal $67,255 Stone Drainage 17 Concrete Drainage Flume - 5' wide 700 SF $5.00 $3,500 18 Dissipator blocks 4 EA $25.00 100 Subtotal $3,600 Water Lines 19 6" Water PVC CL200 (C900) non - structural 570 LF $20.00 $11,400 20 M.J. Reducer - 8" x 6" 2 EA $300.00 $600 21 M.J. Bend - 6" 45 deg. 4 EA $250.00 $1,000 22 M.J. Tee - 6" 1 EA $300.00 $300 23 M.J. Gate Valve - 6" 1 EA $350.00 $350 24 Water Services - 1" 2 EA $700.00 $1,400 25 Water Services - 1 1/2" 9 EA $750.00 $6,750 26 Fire Hydrant Assembly 1 EA $2,200.00 $2,200 27 Connect to existing line 2 EA $350.00 $700 Subtotal $24,700 Sanitary Sewer Lines 28 8" SDR 26 Pipe - struct; avg depth <10' 45 LF $32.00 $1,440 29 8" SDR 26 Pipe - non -str; avg depth <10' 290 LF $25.00 $7,250 30 8" SDR 26 Pipe - struct; avg depth 10' -12' 75 LF $36.00 $2,700 31 8" SDR 26 Pipe - non -str; avg depth 10' -12' 70 LF $29.00 $2,030 32 8" SDR 26 Pipe - struct; avg depth 12' -14' 45 LF $40.00 $1,800 33 8" SDR 26 Pipe - non -str; avg depth 12' -14' 40 LF $33.00 $1,320 34 8" SDR 26 Pipe - non -str; avg depth 14' -16' 35 LF $38.00 $1,330 35 Sewer Services - 4" 6 EA $700.00 $4,200 36 Sewer Services - 6" 7 EA $750.00 $5,250 37 Manholes - average depth 8' -10' 2 EA $2,200.00 $4,400 38 Manholes - average depth 10' -12' 1 EA $2,400.00 $2,400 39 Tie -in to existing line 2 EA $200.00 400 Subtotal $34,520 Total Sitework $67,255 Total Storm Drainage $3,600 Total Water $24,700 Total Sanitary Sewer $34,520 TOTAL CONSTRUCTION $13Q075 Engineering and Survey @ 6% $7,805 Contingency @ 5% $6,504 TOTALF $144,383 ur .. • * JOSEPH P. SQF�jULT� ...............A.. k S- Z6 -D Page 1 of 1 Total Sitework $67,255 Total Storm Drainage $3,600 Total Water $24,700 Total Sanitary Sewer $34,520 TOTAL CONSTRUCTION $130,075 Engineering and Survey @ 6% $7,805 Contingency @ 5% $6,504 TOTAL $144,383 JOSEPH P. .. 5 A :n ......... � • s S- z6 - Pang 1 of 1 26- May -03 CONSTRUCTION COST ESTIMATE CASTLEGATE SUBDIVISION COLLEGE STATION, TEXAS SECTION 13 - 20 LOTS Item Estimated Unit Estimated No. Description Quantity Price Cost Sitework 1 Mobilization /Layout 1.0 LS $3,500.00 $3,500 2 Site Preparation 0.8 AC $3,000.00 $2,400 3 Topsoil Stripping & Replacement 350 CY $4.50 $1,575 4 Excavation /Grading 1,000 CY $3.50 $3,500 5 Lime Stabilized Subgrade 2,480 SY $3.25 $8,060 6 Concrete Curb & Gutter 1,430 LF $8.00 $11,440 7 Concrete Curb & Gutter - Removal 160 LF $10.00 $1,600 8 Base Material - 6" depth 1,970 SY $6.00 $11,820 9 Asphalt Paving - 1 1/2" depth 1,970 SY $5.00 $9,850 10 ADA Ramp - regular 5 EA $350.00 $1,750 11 Concrete Sidewalk - 4' wide 740 SF $3.00 $2,220 12 Concrete Sidewalk - Removal 620 SF $2.00 $1,240 13 Concrete Apron 675 SF $5.00 $3,375 14 Seeding & Hydromulch 3,600 SY $0.50 $1,800 15 Silt Fence 850 LF $2.50 $2,125 16 Construction Exit 25 TON $40.00 $1,000 Subtotal $67,255 Storm Drainage 17 Concrete Drainage Flume - 5' wide 700 SF $5.00 $3,500 18 Dissipator blocks 4 EA $25.00 100 Subtotal $3,600 Water Lines 19 6" Water PVC CL200 (C900) non - structural 570 LF $20.00 $11,400 20 M.J. Reducer - 8" x 6" 2 EA $300.00 $600 21 M.J. Bend - 6" 45 deg. 4 EA $250.00 $1,000 22 M.J. Tee - 6" 1 EA $300.00 $300 23 M.J. Gate Valve - 6" 1 EA $350.00 $350 24 Water Services - 1" 2 EA $700.00 $1,400 25 Water Services - 1 1/2" 9 EA $750.00 $6,750 26 Fire Hydrant Assembly 1 EA $2,200.00 $2,200 27 Connect to existing line 2 EA $350.00 700 Subtotal $24,700 Sanitary Sewer Lines 28 8" SDR 26 Pipe - struct; avg depth <10' 45 LF $32.00 $1,440 29 8" SDR 26 Pipe - non -str; avg depth <10' 290 LF $25.00 $7,250 30 8" SDR 26 Pipe - struct; avg depth 10' -12' 75 LF $36.00 $2,700 31 8" SDR 26 Pipe - non -str; avg depth 10' -12' 70 LF $29.00 $2,030 32 8" SDR 26 Pipe - struct; avg depth 12' -14' 45 LF $40.00 $1,800 33 8" SDR 26 Pipe - non -str; avg depth 12' -14' 40 LF $33.00 $1,320 34 8" SDR 26 Pipe - non -str; avg depth 14' -16' 35 LF $38.00 $1,330 35 Sewer Services - 4" 6 EA $700.00 $4,200 36 Sewer Services - 6" 7 EA $750.00 $5,250 37 Manholes - average depth 8' -10' 2 EA $2,200.00 $4,400 38 Manholes - average depth 10' -12' 1 EA $2,400.00 $2,400 39 Tie -in to existing line 2 EA $200.00 Subtotal $34,520 Total Sitework $67,255 Total Storm Drainage $3,600 Total Water $24,700 Total Sanitary Sewer $34,520 TOTAL CONSTRUCTION $130,075 Engineering and Survey @ 6% $7,805 Contingency @ 5% $6,504 TOTAL $144,383 JOSEPH P. .. 5 A :n ......... � • s S- z6 - Pang 1 of 1