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HomeMy WebLinkAboutEngineer's Cost EstimateItem', Description Unit l i Quantity antit Estimated Unit Price Total Sitework & Pavement 1 'Mobilization /Construction Staking LS 1 4,000.001 4,000 2 Excavation /Grading LS I 8,000.00 8,000 3 !Mixing & incorporation of lime, 6" deep SY 2,366; 1.75 4,141 4 Hydrated Lime (27 Ib /sy) Ton 32 � 145.00 4,632 5 8" Crushed Limestone Base SY 1,916 9.75 18,678 6 ,2" Hot Mix Asphaltic Concrete SY i 1,916' 9.50' 18,199 7 Mixing & incorporation of lime, 6" deep - Temporary Turn - around SY 794 1.75 1,390 8 Hydrated Lime (27 Ib /sy) - Temporary Turn- around Ton 11 145.00, 1,554 9 6" Crushed Limestone Base - Temporary Turn - around SY 723 8.50; 6,145 10 1.5" Hot Mix Asphaltic Concrete - Temporary Turn - around SY 723' 8.00'. 5,783 11 Curb & Gutter (Standard) LF 977 10.00, 9,773 12 14" Sidewalk SF 6,127, 3.50 21,445 13 ' Remove & Replace End of Street Signs LS 1 250.00 250 14 Combination Rail i LF 1 256,, 135.00 34,560 15 ;MBGF - 25' Terminal Anchor Section EA 4, 750.001 3,000 16 Adjust Ring and Cover of Existing Sanitary Sewer Manhole EA 1 250.00 250 17 rHydromulch Seeding (back of curb to ROW, easements) SY ' 7,200' 0.60, 4,320 Sitework and Paving Subtotal; $146,119 Drainage System 18 18" RCP Pipe, structural backfill I LF 42 45.00' 1,890 19 24" RCP Pipe, structural backfill LF 150 60.00! _ 9,000 20 '24" HDPE Pipe, structural backfill LF 12 48.00 576 21 24" HDPE Pipe, non- structural backfill LF 23' 42.00 966 22 48" RCP Pipe, structural backfill LF 140 18,873 23 5' Recessed Inlet EA 1 3,100.00 3,100 24 '10' Recessed Inlet EA 3' 3,100.00, 9,300 25 Headwall - 24" Pipe EA 1 2,000.00 2,000 26 Connect to existing 24" pipe EA 1 100.00 100 27 10'X5' Box Culvert (6 @ 56 LF) LF 336 325.00 109,200 28 Wingwall for 10'X5' Box Culvert EA 2 24,500.00' 49,000 29 ,Concrete Riprap SY 112 45.00 5,040 30 Rock Riprap SY 1 164, 25.00 4,089 31 Silt Fence F LF 420 3.00 1,260 32 Inlet Protection EA ' 4 75.00 300 33 Erosion Control Blankets w/ Hydromulch Seeding SY 2,800 2.25 6,300 34 ;Construction Exit ' EA 1 1,000.00 1,000 35 iSWPPP Implementation & Maintenance LS 1 2,000.00! 2,000 36 ',TV Inspection LF 380 5.00 1,899 Drainage Subtotal' $225,893 SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No. 12327 Castle Rock Subdivision, Phase 6 - Castle Rock Parkway Extension Engineer's Estimate Page I of 2 Item Description Unit ! Estimated Unit Pr ice Quantity Total Water System 37 38 39 40 8" C909 Water Pipe, structural backfill 8" Ductile Iron Pipe, structural backfill 18" M.J. Gate Valve jConnect oo Existing ly Water Line LF LF EA EA 320 j 28.00 230 32.00 1, 750.00 1 ! 250.001 8,960 7,360 750 650 250 Water Subtotal; $17,970 ESTIMATED CONSTRUCTION $389,9821 Castle Rock Subdivision, Phase 6 - Castle Rock Parkway Extension Engineer's Estimate Page 2 of 2 �� % g 4 or C- ............ T 4 n a G � JOSEPH, P. Z e 111 ..Y" r: SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No. 12327 Castle Rock Subdivision, Phase 6 Engineer's Estimate Item Description ' Estimated Unit - uantit Unit Price Total Sitework & Pavement ;Mobilization/Construction Staking Excavation/Grading Mixing incorporation of lime, 6" deep ;Hydrated Lime (27 lb /sy) 16" Crushed Limestone Base 2" Hot Mix Asphaltic Concrete !Curb & Gutter (Laydown) Curb & Gutter (Laydown) -1 1 1 4 dromulch Seedin back of curb to ROW, easements) LS LS SY Ton SY SY LF EA SY 1 6,000.00; 6,000 1 12,000.00 , 12,000 3,997 1.75 6, 54 145.00, 7,824 3,168 8.50! 26,924 3,168 9.75 30,884 1,885 10.00 18,845 2 100.00 200 2,400 0.60!, 1,440 Sitework and Pavin: Subtotal; $111,112 Draina:e S stem 10 36" RCP Pipe, structural backfill 11 42" RCP Pipe, structural backfill 12 '42" RCP Pipe, non - structural backfill 13 1 48" RCP Pipe, non - structural backfill 14 110' Recessed Inlet 15 Junction Box 16 ;Headwall - 42" pipe 17 ( Headwall - 48" pipe 18 ,Connect to existing pipe 19 Remove Rock Riprap 20 Rock RipRap 21 ;Concrete Channel Lining 22 ;Bermuda Block Sod 23 ,Silt Fence 24 Inlet Protection 25 Construction Exit 26 LSWPPP Implementation & Maintenance 27 'TV Ins.ection LF LF LF LF EA EA EA EA EA LS SY SF SY LF EA EA LS LF 31 122 16 56, 3 1 1 1 3 1 263 229 288 1,000 3 3 80.001 2,480 100.00 12,200 90.0& 1,440 120.001 6,720 3,100.00 9,300 2,000.00, 2,000 2,250.00 2,250 2,500.00; _ 2,,500 100.00, 300 1, 000.00 1,000 25.00' 6,575 5.00 1,145 3.00, 864 3.001 3,000 75.001 225 1,000.00 ∎ 3,000 1 2,000.00 2,000 5.00; 1,125 225 Draina• e Subtotal $58,124 Page 1 of 2 Castle Rock Subdivision, Phase 6 Engineer's Estimate Unit Price Total ' Unit Estimated Item Description t Suantit Water S stem 28 14" C909 Water Pipe, non- structural backfill LF 557 18.00 10,026 22.00, LF 87 1,914 1,9 29 14" C909 Water Pipe, structural backfill LF 76 7 22.00 1,9 30 !,6 "C909 Water Pipe, non - structural backfill LF 1 2,500.00 2,561 31 (Fire Hydrant Assembly (w /valve, vert. extension) EA 1 250.00 i 250 30 4" " x 11.25 M.J. Bend 5 250.00 1,250 . -_ 31 14" x 22.5 ° M.J. Bend EA 2 250.00i 500 32 14" x 45 M.J. Bend _ EA ; 1 300.00 — _ 300 - - 33 1 ;6" x 4" M.J. Reducer - EA 3 650.00' 1,950 34 1 ,2" Blo woff Assembly EA 3 250.00; 750 35 Connect to Existing Water Line _ E A 1 500.00 5 0 5 36 1" Water Service < 15 ft (avg. length = 5 ft) EA 1 500.00' 500 37 1 Water Service > 15 ft (avg. length = 48 ft) EA 7 600.00, 4,200 1 38 1.5" Water Service < 15 ft (avg. length = 5 ft) EA 1,100.00! 9,900 39 1.5" Water Service > 15 ft av:. lenah = 48 ft) Water Subtotal; $36,601 40 ! Com , lete Sewer Services 22 250.00, 5,500 Sewer Subtotal $5,500 ESTIMATED CONSTRUCTION $205,837 Page 2 of 2 OF L311, @� ��• ••. ,..... °., . s 0. e .•.JOSEPN. P.. SCNULTZ „_0 t 4 . 6 5 88' \ . � 4‘ .94 " • A