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HomeMy WebLinkAboutCost Estimate LARRY OR PATTI WELLS 9796934243 P.02 SPRING MEADOWS PHASE TWO ESTIMATE OF PROBABLE COST PROPOSED STREET CONSTRUCTION NO. DESCRIPTION QUANITY UNIT UNIT COST TOTAL COST 1 Mobilization 1 L.S. $30,000.00 $ 30,000.00 2 Prepare Right -of -Way 15,600 S.Y. $8.00 $ 124,800.00 3 6" Lime Treated Subgrade 15,600 S.Y. $ 3.50 $ 54,600.00 4 6" Limestone Base 15,600 S.Y. $ 10.00 $ 156,000.00 5 2" HMAC Surface 15,600 ' S.Y. $ 4.00 $ 62,400.00 6 Masonary Pillars 4 EA $ 300.00 $ 1,200.00 7 Stamped and Dyed Concrete 30 S.F. $ 16.00 $ 480.00 8 Dyed Concrete 30 S.F. $ 12.00 $ 360.00 9 Reinforced Concrete Curb and Gutter 300 L.F. $ 12.00 $ 3,600.00 (City of College Station) 10 Mountable Curb 7000 L.F. $ 10.00 $ 70,000.00 • 11 Reinforced Concrete Sidewalk 3,700 L.F. $ 6.00 $ 22,200.00 12 Street Light Conduit 2,240 L.F. $ 6.00 $ 13,440.00 13 Street Light Foundations 15 EA $ 750.00 $ 11,250.00 14 Electrical Conduit 5,260 L.F. $5.00 $ 26,300.00 15 Erosion Control 1 L.S. $20,000.00 $ 20,000.00 TOTAL STREET CONSTRUCTION = $596,630.00 PROPOSED SANITARY SEWER IMPROVEMENTS NO. DESCRIPTION QUANITY UNIT UNIT COST TOTAL COST 1 Proposed 4" Sanitary Sewer Service Line (SDR 4 EA $ 900.00 $ 3,600.00 26, Class160) Single Proposed 4" Sanitary Sewer Service Line (SDR 22 EA $ 1,100.00 $ 24,200.00 26, Class160) Double 2 Proposed 6" Sanitary Sewer Line 3525 LF $ 16.00 $ 56 400.00 (SDR 26, Class160) 3 Proposed 8" Sanitary Sewer Line 750 LF $ 21.00 $ 15,750.00 (SDR 26, Class160) 4 Manholes 20 EA $ 2,500.00 $ 50,000.00 5 Cement Stabilized Sand 3000 LF $ 10.00 $ 30,000.00 TOTAL STREET CONSTRUCTION = $ 179,950.00 LARRY OR PATTI WELLS 9796934243 P.03 PROPOSED WATER IMPROVEMENTS NO. DESCRIPTION QUANITY UNIT UNIT COST TOTAL COST 1 2" Water Service Line (SDR 21, Class 200) 2 EA. $ 200.00 $ 400.00 Single 2 2" Water Service Line (SDR 21, Class 200) Double 25 EA. $ 250.00 $ 6,250.00 3 8" Water Line (SDR 21, Class 200) 4,400 EA. $ 21.00 $ 92,400.00 4 2" Water Air Release Valve and Box 1 EA. $ 600.00 $ 600.00 5 Blow Off Valve and Box 5 EA. $ 600.00 $ 3,000.00 6 Standard Fire Hydrant 6 EA. $ 2,500.00 $ 15,000.00 7 8" Gate Valve and Box 12 EA. $ 550.00 $ 6,600.00 8 8 "X8" MJ Tee 6 EA. $ 400.00 $ 2,400.00 9 8 "X90 MJ Bend 2 EA. $ 350.00 $ 700.00 10 8" x 45 MJ Bend 1 EA. $ 375.00 $ 375.00 11 18 "X8" MJ Tapping Valve and Sleeve with Gate Valve 1 EA. $ 800.00 $ 800.00 12 Traffic Control 1 EA. $ 5,000.00 $ 5,000.00 TOTAL WATER IMPROVEMENTS = $ 133,525.00 PROPOSED STORM SEWER, GRADING AND DRAINAGE NO. DESCRIPTION QUANITY UNIT UNIT COST TOTAL COST 1 30" Reinforced Concrete Drainage Pipe 900 L.F. $ 35.00 $ 31,500.00 2 36" Reinforced Concrete Drainage Pipe 1,500 L.F. $ 40.00 $ 60,000.00 3 42" Reinforced Concrete Drainage Pipe 1,200 L.F. $ 50.00 $ 60,000.00 4 Detention Pond Excavation and Compaction 1 L.S. $ 30,000.00 $ 20,000.00 6 5' Storm Sewer Inlet 8 EA. $ 2,500.00 $ 20,000.00 7 7' Storm Sewer Inlet 3 EA. $ 2,800.00 $ 8,400.00 8 8' Storm Sewer Inlet 3 EA. $ 3,000.00 $ 9,000.00 9 10' Storm Sewer Inlet 2 EA. $ 3,400.00 $ 6,800.00 10 11' Storm Sewer Inlet 1 EA. $ 3,500.00 $ 3,500.00 11 Junction Boxes 8 EA. $ 2,500.00 $ 20,000.00 18 Concrete Weir Wall with Baffle Blocks 1 L.S. $ 37,000:00 $ 37,000.00 19 Creek Rip -Rap 1 LS $ 28,000.00 $ 28,000.00 20 Splash Pad 1 LS $ 1,400.00 $ 1,400.00 21 3' Concrete Valley Gutter 355 LF $ 13.50 $ 4,792.50 TOTAL GRADING AND DRAINAGE IMPROVEMENTS = $ 310,392.50 •' OF , . ,°°.°°T " , , ��. • . TOTAL CONSTRUCTION PRICE 4 $1,220,497.50 ." T , AM, _. �lf 3 7 °.4 63357 plv" � t<Z . �-