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Home My WebLink AboutEngineer's Cost Estimate1 Excavation/Grading Streets (estimated 3900 cut) V _ 1 LS 7,900.00 7,900 2 Mixing & Compaction of Subgrade - 6" depth 7,892 SY 1.75 13,811 3 Hydrated Lime (6" @ 271b /sy) 107 TON 170.00 18,190 4 Base Material - 6" depth 5,575 SY 9.00 50,175 5 Base Material - 6" depth for temp turn- arounds w /seal 430 SY 9.00 3,870 O N 00 O O Asphalt Paving, Type D - 2" depth 5,575 SY 10.00 55,750 Concrete Curb and Gutter (all types) 3,888 LF 10.00 38,880 Concrete Apron- 6" depth 4,032 SF 4.00 16,128 4" Concrete Sidewalk 10,162 SF 2.00 20,324 Roadway signs 4 EA 200.00 800 11 End of Road Signs 12 EA 200.00 2,400 12 13 14 15 16 18" RCP, Profile Gasket - Structural Backfill 24" RCP, Profile Gasket - Structural Backfill 36" RCP, Profile Gasket - Structural Backfill 18" HPDE Structural Backfill 24" HPDE Structural Backfill 242 441 20 151 488 LF LF LF LF LF 35.00 39.00 67.00 24.00 27.00 8,470 17,199 1,340 3,624 13,176 17 36" HPDE Structural Backfill 375 LF 40.00 15,000 18 42" HPDE Structural Backfill 989 LF 55.00 54,395 19 4' x 4' Junction Box 1 EA 1,800.00 1,800 20 6.5'x6.5' Junction Box 1 EA 2,100.00 2,100 21 10'x 6' Junction Box 1 EA 4,000.00 4,000 22 14.5'x8' Junction Box 1 QQQQ�.� W WWW 5,000.00 5,000 23 10' Recessed Inlet 6 2,500.00 15,000 24 Construction Exit 1 750.00 750 25 Inlet Protection 6 100.00 600 26 Broadcast Seeding (ROW & berms) 4,350 0.25 1,088 27 TV Inspection 2,706 LF 1.50 4,059 28 29 30 8" Water PVC CL200 (C900), CL200, Structural Backfill 6" Water PVC CL200 (C900), CL200, Structural Backfill 4" Water PVC CL200 (C900), CL200, Structural Backfill 601 920 548 LF LF LF 18.00 16.00 14.00 10,818 14,720 7,672 31 Fire Hydrant Assembly (incl. 6 "x6" tee, valve, bend & hydrant) 2 EA 2,400.00 4,800 32 8" X 6" M.J. Cross 2 EA 400.00 800 33 8 "x45° M.J. Bend 225.00 900 34 6 "x45° M.J. Bend 200.00 800 35 6 "x4" M.J. Reducer N 200.00 400 36 8" M.J. Gate Valve 900.00 1,800 37 6" M.J. Gate Valve 600.00 2,400 38 2" Blowoff Valve 4 Q Q Q W W W 1,100.00 4,400 39 Water Service, Long Side 14 1,000.00 14,000 40 Water Service, Short Side 16 500.00 8,000 Description Est. Quantity Unit Unit Price Item No. PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station ) 690 -3141 CASTLEGATE II SUBDIV] ON 201 ENGINEER'S ESTIMATE January 4, 2012 1 of 2 ubtotal ^^ - Total ubtotal - Storm Drainage ubtotal - Water 41 42 43 12" Sewer SDR 26 D -3034 Structural Backfill 8" Sewer SDR 26 D -3034 Structural Backfill 4' Manholes - 6.01' - 8.00' Depth 756 1,811 2 LF LF EA 30.00 18.50 1,600.00 22,680 33,504 3,200 44 4' Manholes - 8.01' - 10.00' Depth 1 EA 2,000.00 2,000 45 4' Manholes - 10.01' - 12.00' Depth 4 EA 2,200.00 8,800 46 Connect to existing manhole 1 EA 500.00 500 47 4" Sewer Service, Long Side 10 EA 750.00 7500 48 4" Sewer Service, Short Side 12 EA 350.00 4200 49 TV Inspection 2,567 LF 1.50 3851 I Description Est. Quantity Unit Unit Price Item No. PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station, Texas 77845 (979) 690 -3141 CASTLEGATE II SUBDIVISION, SECTION 201 ENGINEER'S ESTIMATE January 4, 2012 r System 2 of 2 Subtotal - Sewer Total ESTIMATED CONSTRUCTION COST $533,573 c e.9.. F J.N 9 te, ••r............ .. KENT M : L A ZA ,. 1 • 65923 • ••'� " ENSE� • � •....• ` ;/ N E SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No.12327 Castlegate If Subdivision Section 201 Engineer's Estimate to Complete Construction Item Description Unit Estimated umdi unit Price Total General Items 1 Broadcast Seeding for Gross Establishment SY 1 19,360 $ 0.25 $4,840 Estimated Cost $4,840 Bond Amount - Estimated Cost x 150 % $7,260 Note: 4 acres of disturbed area to be seeded. Page 1 of 1 —..w, SCHULTZ ENGINEEMNO. U.C. I Z-