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HomeMy WebLinkAboutEngineer's Cost EstimateItem Description Unit Estimated Quantity Unit Price Total Sitework & Pavement 1 2 3 4 5 Mobilization/Construction Staking Excavation/Grading Mixing & incorporation of lime, 6" deep Hydrated Lime (27 lb /sy) 6" Crushed Limestone Base LS LS SY Ton SY 1 1 5,708 77 4,099 5,000.00 15,000.00 2.00 145.00 9.00 5,000 15,000 11,416 11,173 36,893 37,917 6 7 8 9 10 11 12 13 2" Hot Mix Asphaltic Concrete Curb & Gutter (Laydown) Concrete Apron 4" Sidewalk ADA Ramp Remove & Replace End of Street Signs End of Street Signs Hydromulch Seeding (back of curb to ROW, easements) SY LF SF SF EA LS LS SY 4,099 2,604 3,011 5,658 2 1 3 6,000 9.25 10.00 4.20 3.10 400.00 250.00 250.00 0.50 26,040 12,646 17,539 800 250 750 3,000 Sitework and Paving Subtotal $178,424 Drainage System 14 15 16 17 18 18 19 20 21 _ -_ 22 23 24 25 26 27 28 18" RCP Pipe, structural backfill 24" RCP Pipe, structural backfill 36" RCP Pipe, structural backfill 42" RCP Pipe, structural backfill 42" RCP Pipe, non - structural backfill LF LF LF LF LF LF EA EA EA EA LS LF EA EA 56 29 566 80 40 112 2 3 4 2 1 1,000 6 2 1 883 42.00 56.00 90.00 100.00 90.00 2,352 1,624 50,940 8,000 3,600 50.00 2,100.00 2,600.00 2,100.00 100.00 1,000.00 1.50 50.00 1,000.00 1,500.00 3.00 5,580 4,200 7,800 8,400 200 1,000 1,500 300 2,000 1,500 2,648 24" HDPE Pipe, structural backfill 5' Recessed Inlet 10' Recessed Inlet Junction Box Connect to existing pipe Remove and Replace Rock Riprap Silt Fence Inlet Protection Construction Exit SWPPP Implementation & Maintenance TV Inspection LS LF Drainage Subtotal $97,668 Water System 29 30 31 32 33 34 35 36 4" C900 Water Pipe, non - structural backfill 4" C900 Water Pipe, structural backfill 6" C900 Water Pipe, non - structural backfill 6" C900 Water Pipe, structural backfill 8" C900 Water Pipe, non - structural backfill 8" C900 Water Pipe, structural backfill Fire Hydrant Assembly (w /valve, vert. extension) 8" M.J. Gate Valve LF LF LF LF LF LF 1 EA EA 74 6 44 92 735 627 2 4 12.00 16.00 16.00 20.00 18.00 24.00 2,500.00 750.00 888 88 704 1,840 13,230 15,048 5,000 3,000 SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No. 12327 Castle Rock Subdivision, Phases 5 Engineers Estimate Revised Sidewalk Estimate - July 2010 Page 1 of 2 /0% 3:30 Item p^~~^ Description Estimated Quantity Unit Price Total 37 38 ---- 39 40 41 42 42 — 43 43 44 45 46 6^8&}. Gate Valve 4" ------�� 8.x6"450.00 M.J. l Tee 0.x4"&8l Tee 8" x 11.25 M.J. Bend 8^x22.5"&{IBend " 8" B�l0�ud --------- ---�� 4" x22.5° Bend 2"0lwwwf[Assembly � Connect to Existing Water Line 1" Water Service - Short Side l.5" Water Service - Long Side � Q< Q Q Q Q .':.. Q Q Q Q Q w;wwwww14Iwwww N NIN N M M •:r i N N N ■ ■ I, 75080 ���_-_ 400.00 �� 400.00 350.00 350.00 350.00 _._-_�_._ 25O1N 650.00 250.00 500.00 1,100.00 1,500 _ ___ 000 800 1,050 1,050 l40O �O0 2,600 , 500 1,000 13,200 Water Subtotal $65,098 Sewer o 47 48 49 50 51 52 53 54 55 56 --- 57 58 59 60 61 --�----------------- 62 63 64 65 66 67 6" PVC Sewer Line, D3O34,8DR26, non-structural 6'' PVC Sewer Line, 03034,SDR28, structural bmc 6'' PVC Sewer Line, D224l,80R26, non-structural 6'' PVC Sewer Line, DO24l,8DR26, structural backfill 8'' PVC Sewer Line, D8034,8DR26, non-structural LF LF LF LF LF 93 192 110 60 1,037 22.00 28.80 23.00 20.00 26.00 2,046 5,376 3,080 1,600 26,962 8" PVC Sewer Line , D3034,SDR26, structural 6uc 8'' PVC Sewer Line, D224l,8DR26, structural bao Standard 4' Manhole, 6.8l-l800ftdepth Standard 4' Manhole, 8.Ol-lO.O0ftdepth Standard 1001-1 � Standard Manhole, 12.01-14.00 o depth Connect to Existing Manhole TV Inspection 4" Sewer Service-SingIe - Short Side Short Side w/ in Manhole Side 4" Sewer Service-Double - Short 6id 4" Sewer Service-Double - Short Side w/ Drop In Manhole 4" Sewer Service-Single - Long Side 4" Sewer Service-Single - Long Side w/ Drop in Manhole 4" Service-Double Side 4" Service-Double Drop in Manhole � w w ¢¢ Q 6¢ w 0 0 Hrt Q Q Q ¢IQ .- a w w wiw 14 a w 4.1,w w w w wjw 870 40 1 2 3 5 | 2,402 6 0 16 0 6 0 O A50.0O 7 32.00 32.00 2,400.00 2,000.00 2,800.00 3,00010 350.00 1.50 350.00 350.00 400 . 00 400.00 050.00 950.00 1,000.00 27,840 1,200 2,400 5,200 8,400 15,000 350 3,603 2,100 0 6,400 O0 5,700 0 0 7,000 Sewer Subtotal _ __'__'' $124,417 '��— Castle Rock Subdivision, Phases 5 Engineers Estimate Revised Sidewalk 0010 F-12327 SCHULTZ ENGINEERING, LLC. Page 2 of 2