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ST0701-CS0809198/2612009) Keith Marvin - COSTEST_E 2008-08-19.pdf PROJ: SOUTHWESTERN BLVD. FROM GRA PEVIN E CREEK TO DE NTON TA P PREP'D BY: DY AVO: 2 4732 CHK'D BY: JR ITEM N0. ITEM DESCRIPTION UNIT GEN. ITEM SHEET C5.01 SHEET C5.02 p~p,N QTY. BID QTY. UNIT PRICE BID ESTIMATE 1 12"x12" Ta in Sleeve and Valve inclutlin connection EA 1 1 1 $ 2,500.OD $ 2,500.00 2 24'x12" Ta in Sleeve and Valve inclutlin connection EA 1 1 1 $ 5,000.00 $ 5,000.00 3 6" PVC Water Pipe LF 10 25 35 40 $ 45.D0 $ 1,800.00 4 8" PVC Water Pipe LF 170 350 520 520 $ SS.DO $ 28,600.00 5 12' PVC Water Pipe LF 1,000 996 1,996 2,000 $ 70.OD $ 140,000.00 6 Ductile Iron Fittings TN 3 3 3 $ 2,150.00 $ 6,450.00 7 12' Gate Valve EA 6 3 9 9 $ 1,300.D0 $ 11,700.00 8 8"Gate Valve EA 5 3 8 8 $ 1,000.00 $ 8,000.00 9 6"Gate Valve EA 2 4 6 6 $ 700.OD $ 4,200.00 10 Trench Safe terns LF 1,180 1,728 2,908 3,000 $ 1.D0 $ 3,000.00 11 Concrete Thrust Blocking CY 4 4 4 $ 500.DD $ 2,000.00 12 Testing and Chlorination LS 1 1 1 $ 4,000.00 $ 4,000.00 13 Install Fire H Brant EA 2 4 6 6 $ 2,300.00 $ 13,800.00 14 Removal of Water Serivice Line 1" EA 4 3 7 7 $ 100.00 $ 700.00 15 1"Water Service Connection EA 4 3 7 7 $ 50.00 $ 350.00 16 1" Co er Pi e LF 360 270 630 630 $ 12.00 $ 7,560.00 17 ~ ITEM N0. N Inspection ~ ITEM DESCRIPTION LF NIT EN. ITEM 1,180 HEET C5.01 1,371 HEET C5.02 2,551 LAN QTY. 2,600 • ID QTY. $ 1.10 • • ~ UNIT PRICE $ 2,860.00 111 :I 11 : ' 11 11 BID ESTIMATE 1 4' Diameter WW Manhole EA 2 2 2 $ 3,500.00 $ 7,000.00 2 8" WW PVC LF 357 357 360 $ 40.00 $ 14,400.00 3 Trench Safe S tams LF 357 357 360 $ 1.20 $ 432.00 4 Test Waste Water S stem and Manhcles LS 1 1 1 $ 3,500.00 $ 3,500.00 5 Connect io Existing WW Manhole EA 1 1 1 $ 1,004.00 $ 1,000.00 6 TV Inspection LF 357 357 357 • $ 1.10 • • ~ $ 392.70 II ~ 1 II 1:11 II Page I:t24000s1247321adminlCost Estimates12008-OS-19-AV024732 Cost EsOmate.xls Page 1 8/2612009) Keith Marvin - COSTEST_E 2008-08-19.pdf ~. ITEM N0. -., ITEM DESCRIPTION UNIT GEN. ITEM SHEET C2.01 SHEET C2.02 SHEET C2.03 SHEET C2.04 SHEET C2.05 SHEET C2.06 SHEET C8.01 PLAN QTY. BID QTY. UNIT PRICE BID ESTIMATE 1 Clearing and Grubbing LS 1 1 1 $ 28,000.00 $ 28,000.00 2 Remove Existing Asphalt Pavement SY 700 1,360 1,380 2,303 2,417 8,160 8,200 $ 8.00 $ 65,600.00 3 Remove Existing Concrete Pavement SY 53 170 277 44 544 600 $ 10.OD $ 6,000.00 4 Mobilization LS 1 1 1 $ 100,000.00 $ 100,000.00 5 Limed and Compacted Subgrede SY 1,306 2,611 2,611 2,363 2,360 650 11,901 11,910 $ 2.00 $ 23,820.00 6 H drated Lime (30 Ibs/SY TN 20 39 39 35 35 10 179 180 $ 110.D0 $ 19,80D.00 7 4' Thick Concrete Median Pavement SY 30 30 30 $ 5.00 $ 150.00 8 Monolithic Median Nose EA 1 1 1 $ 1,000.DO $ 1,000.00 9 6" Class C Reinforced Concrete Drive SY 244 385 298 763 1,690 1,700 $ 35.00 $ 59,500.00 10 6"Integral Curb LF 365 800 790 670 1,442 4,067 4,100 $ 5.00 $ 20,50D.00 11 8"Thick Reinforced Concrete Pavement SY 1,252 2,50D 2,500 2,263 2,230 611 11,356 11,360 $ 45.00 $ 511,200.00 12 Grass Seeding b H dromulch LS 1 1 1 $ 10,000.00 $ 10,000.00 13 Street Striping LS 1 1 1 $ 15,000.DO $ 15,000.00 14 •~ . ITEM NO. Traffic Control TEM DESCRIPTION LS NIT 1 EN. ITEM HEET C4.02 HEET C4.03 HEET C4.04 HEET C4.05 1 '1 LAN QTY. 1 • ID QTY. $ 20,000.DD • • ' UNIT PRICE $ 20,000.00 :1 III 1 II 1 II II BID ESTIMATE 1 18" CLA55 III RCP LF 233 44 59 66 402 410 $ 50.00 $ 20,500.00 2 24"CLASS III RCP LF 51 50 101 110 $ 65.00 $ 7,150.00 3 30" CLA55 III RCP LF 205 205 210 $ 80.00 $ 16,SOO.OD 4 36"CLASS III RCP LF 117 52 53 125 347 350 $ 100.00 $ 35,000.00 5 42" CLASS III RCP LF 350 350 350 $ 125.00 $ 43,750.00 6 48" CLASS III RCP LF 299 81 380 380 $ 150.00 $ 57,000.00 7 54"CLASS III RCP LF 25 202 227 230 $ 180.00 $ 41,400.00 8 60' CLASS III RCP LF 428 428 430 $ 200.00 $ 86,000.00 9 10' CURB INLET STANDARD DEPTH EA 3 4 2 4 13 13 $ 3,100.00 $ 40,300.00 10 Concrete T e "B"Headwall 36" RCP} EA 1 1 1 $ 6,000.00 $ 6,000.00 11 Grouted Rip Rap for Headwall CY 20 20 20 $ 290.00 $ 5,800.00 12 Pipe W es EA 5 4 3 4 16 16 $ 450.00 $ 7,200.00 13 Trench Safe LF 606 599 613 626 2,444 2,450 $ 1.50 $ 3,675.00 14 Erosion Control and SWPP3 LS 1 1 1 , • WATER S $ 30,000.00 • " ERVICE TOTAL: $ 30,000.00 .1 II ~"1 II 11 $ 278,900.00 WASTEWATER TOTAL: $ 30,800.00 GRADING & PAVING TOTAL: $ 1,012,700.00 DRAINAGE TOTAL: "~ ~ $ 460,700.00 II II Page