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Cost Estimate
TEXCON GENERAL CONTRACTORS 19 Feb - 03 CONSTRUCTION COST ESTIMATE SPRING CREEK TOWNHOMES SUBDIVISION - PHASE 1 COLLEGE STATION, TEXAS 29 LOTS Item Estimated Unit Estimated No. Description Quantity Price Cost Sitework 1 Mobilization /Layout 1.0 LS $5,000.00 $5,000 2 Erosion Control /Seeding 1 LS $5,000.00 $5,000 3 Construction Exit 25 TONS $50.00 $1,250 4 Site Preparation 1.0 AC $2,500.00 $2,500 5 Topsoil Stripping & Replacement 500 CY $5.00 $2,500 6 Excavation /Grading 1,500 CY $3.50 $5,250 7 Lime Stabilized Subgrade 3,070 SY $3.00 $9,210 8 Concrete Curb - 6" Standard 555 LF $7.50 $4,163 9 Concrete Curb - Laydown 1,110 LF $7.50 $8,325 10 Base Material - 6" depth 2,350 SY $6.00 $14,100 11 Asphalt Paving - 1 1/2" depth 2,350 SY $5.50 $12,925 12 Concrete Apron 750 SF $5.00 $3,750 13 ADA Ramp - regular 2 EA $350.00 $700 14 ADA Ramp - corner 2 EA $450.00 $900 15 Concrete Sidewalk - 4' wide 2,855 SF $2.60 $7,423 16 Landscape sleeves 2 -3" PVC 100 LF $10.00 $1,000 Subtotal $83,996 Storm Sewer None 0 LF $0.00 Subtotal $0 Water Lines 17 8" Water PVC CL200 (C900) structural 440 LF $28.00 $12,320 18 8" Water PVC CL200 (C900) non - structural 335 LF $19.00 $6,365 19 8" Gate Valve 4 EA $600.00 $2,400 20 8" M.J. Tee 1 EA $350.00 $350 21 Connect To Existing Line 1 LS $500.00 $500 22 8" x 6" M.J. Tee 2 EA $350.00 $700 23 8" M.J. Bend - 11.25 deg. 1 EA $350.00 $350 24 8" M.J. Bend - 22.5 deg. 1 EA $350.00 $350 25 Water Service - 1" 4 EA $700.00 $2,800 26 Water Service - 1 -1/2" 14 EA $800.00 $11,200 27 2" Blow off Assembly 2 EA $350.00 $700 28 Fire Hydrant Assembly 2 EA $2,200.00 $4,400 Subtotal $42,435 Sanitary Sewer Lines 29 6" SDR 26 Pipe - 3034 - Structural 225 LF $38.00 $8,550 30 6" ASTM D -2241 pressure pipe - structural 20 LF $40.00 $800 31 8" SDR 26 Pipe - 3034 - Structural 20 LF $40.00 $800 32 8" SDR 26 Pipe - 3034 - Non - Structural 285 LF $28.00 $7,980 33 Sewer Services - 4" 1 EA $600.00 $600 34 Sewer Services - 6" 14 EA $700.00 $9,800 35 Manholes 8' -10' (4' diam.) 3 EA $2,100.00 $6,300 36 Manholes 12' -14' (4' diam.) 1 EA $2,600.00 $2,600 ZE OF T\ \, 1 EA $9,000.00 $9,000 37 Manholes 18'-20' (6' diam.) 38 Manhole Drop �P •.......•. ..... 2 EA $750.00 $1,500 o 5• I., �'• � Subtotal $47,930 / JOSEPH P. SCHUL 4 Total Sitework $83,996 ��;• 6i e,9 •• 5 ' Total Storm Drainage $0 \ f p�.9, , , ' • •_;:t T otal Water $42,435 4 J, • %�;. V •• ( - Total Sanitary Sewer $47,930 1 /O � C� W yialb}.l" TOTAL CONSTRUCTIONF $174,3611 Contingency - 5% $8,718 2 / l a t O3 Engineering & Surveying - 10% $17,436 TOTAL] $200,5151