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BID TABLUATICN
<br />FUR 1HE EAST I,A PORTE RII,11:4' SEWER SYSTEM
<br />DATE: SEP7'E2ESIDER 24, 1990 EIf&A JOB NO. 12355
<br />T]ME: 2:00 P.M.
<br />E.P. BRADY, 1NC. WM. H. GREY CONSTRUCITCN S.G.&R. OCNSIRUCTICN PATE & PATE ENI'FRPRISES
<br />I74T1 FSTIFDITID lAJI7' TOTAL lQJI1' Tt7TAL
<br />TOTAL UNIT 7C7TAL UNIT
<br />~.---- ITEM UNIT QIfANTTEY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
<br />A. BASE BID UNTT PRICE CONSTRUCTICA! ITEMS
<br />1. 8" SANITARY SEWER CGMPI,ETE IN PLACE
<br />2. 10" SANITARY SEWER COMPLETE IN PLACE
<br />3. 12" SANITARY SEWER CCMPL,E1'E 1N PLACE
<br />4. 15" SANITARY SEDER CCFIPLETE IN PLACE
<br />5. 18" SANITARY SEWER COMPLETE IN PITICE
<br />6. 29" SANITARY Sl;WFR CQ~LETE IN PLACE
<br />7. 36" SANITARY SEWER COMPLETE IN PLACE
<br />8. 18" SANITARY SERER, INSTALI,ID BY BORE & JACK
<br />9. 36" SANTTARY SEWIIt, INSTAId,ID BY BORE & JACK
<br />10. STEQ, CASING FOR 36" SANITARY SEWIIt
<br />11. 12" PVC FORCE MAIN CCMPI,ETE ]3J PLACE
<br />12. 12" PLUG VALVE (MJ) NI711 CQJCRF,TE BASE
<br />13. DUCTILE IRON FORCE F01IN FITTINGS
<br />14. SANITARY MANHOLE, 48" DLAMETFR
<br />15. SANITARY MANfIOI£, 48" RISIIt CN 60" DIAME7IIt
<br />16. SANITARY MANHOLE, 98" RISER CN 72" DLMfEI'ER
<br />17. SLIPLINE 15" SANITARY SEWEEt
<br />18. EXISTING MANHOLE ItF}DIBIZITATICN
<br />19. RDCCt~7LT SERVICE LI10;S VIA FaCCAVATION
<br />20. OOM~IDCI' PROP. 12" F.M. 70 EAST. 20" F.M.
<br />21. CCt~Pff7CT EXIST. SAN. SEGIER TO PROP. MANfIOI,E
<br />A. 6"
<br />B. 8"
<br />C. 12"
<br />D. 18"
<br />22. CCr4JECT PROP. SAN. SEWER TO EXIST. MANf10LE
<br />A. 8"
<br />B. 10"
<br />C. 15"
<br />23. COMJECT PROP. & IXIST. SANITARY SEWERS
<br />A. 8"
<br />29. PERMANENT PLUG CPE EXIST. OR PROP. SAN. SEWER
<br />A 8"
<br />B. 12"
<br />C. 15"
<br />D. 18"
<br />E. 36"
<br />25. DROP CN MANHOLE, EXIST. PROP. SAN. SE1fFR
<br />A. 6"
<br />B. 8"
<br />C. 12"
<br />D. 15"
<br />26. F~TRA DEPTH FfAF810I.E DROP
<br />A. 6"
<br />B. 8"
<br />C. 12"
<br />D. 15"
<br />27. SAWCUI', REMOVE & REPAIR CONCRETE IH2NEWAY
<br />28. SAW CUT & RIIICNE EXISTING ASPHALT PAVING
<br />29. SIRFI;T ItEPA17t
<br />30. ASPHALT RFRAIR
<br />31. 6" CONCRETE CURB REPLACEMENT
<br />32. Rf]10VE & DISPOSE OF EXIT. LIFT STATIONS
<br />33. RF}bVE & DISPOSE OF EXIST. SANITARY MANFpLFS
<br />39. TRENCH DEWAT17tING SYSTEM
<br />35. TRENCH SAFELY SYSTEM ,
<br />36. SE®ING AND RE51'ORATION
<br />37. CFMIIdT STABILIZED SAND
<br />1.F 105 $30.00 $3,150.00 $19.00 $1,995.00 $32.77 $3,440.85 $39.69 $4
<br />167
<br />45
<br />18
<br />' 36 35.00 1,260.00 25.00 900.00 34.68 1,298.48 42.24 ,
<br />.
<br />1,520.64
<br />I,F 90 40.00 1,600.00 27.00 1,080.00 36.90 1,476.00 45.13 1
<br />805.20
<br />IF 25 45.00 1,125.00 32.00 800.00 47.39 1,184.75 50.17 ,
<br />1,254.25
<br />I,F 1,490 47.20 70,328.00 36.00 53,690.00 37.10 55,279.00 52.65 78,448.50
<br />I8 185 79.55 13,791.75 60.00 11,100.00 53.79 9,951.15 63.85 11,812.25
<br />I,F 6,875 80.90 552,750.00 74.00 508,750.00 72.74 500,087.50 85.70 599,187.50
<br />IF
<br />' 60 75.00 9,500.00 85.00 5,100.00 204.66 12,279.60 117.52 7,051.20
<br />I,F 500 210.00 105,000.00 200.00 100,000.00 339.60 169,800.00 183.00 91,500.00
<br />[,F 100 490.00 49,000.00 500.00 50,000.00 569.07 56,907.00 440.00 44,000.00
<br />1,F 1,780 15.65 27,857.00 17.00 30,260.00 23.25 41,385.00 28.82 51,299.60
<br />EA 2 1,750.00 3,500.00 1,800.00 3,600.00 1,689.80 3,369.60 4,020.00 8,090.00
<br />7ClN 1.2 1,100.00 1,320.00 3,000.00 3,600.00 2,925.00 3,510.00 2,000.00 2,400.00
<br />FA 7 2,580.00 18,060.00 3,300.00 23,100.00 2,226.03 15,582.21 2,160.00 15,120.00
<br />E71 15 3,550.00 53,250.00 4,400.00 66,000.00 2,936.67 44,050.05 3,060.00 45,900.00
<br />EA 10 9,925.00 44,250.00 5,200.00 52,000.00 3,179.67 31,796.70 3,640.00 36,400.00
<br />LF 1,970 28.00 91,160.00 32.00 47,040.00 23.65 34,765.50 50.00 73,500.00
<br />EA 9 925.00 3,700.00 700.00 2,800.00 866.70 3,466.80 1,000.00 4,000.00
<br />EA 2 500.00 1,000.00 300.00 600.00 1,080.00 2,160.00 1,500.00 3,000.00
<br />FA 1 2,100.00 2,100.00 1,400.00 1,400.00 9,330.80 4,330.80 7,000.00 7,000.00
<br />FA 1 350.00 350.00 200.00 200.00 286.20 286.20 200.00 200.00
<br />FA 3 450.00 1,350.00 200.00 600.00 286.20 858.60 200.00 600.00
<br />F71 1 500.00 500.00 300.00 300.00 286.20 286.20 250.00 250.00
<br />FA 1 750.00 750.00 300.00 300.00 286.20 286.20 500.00 500.00
<br />FA I 350.00 350.00 200.00 200.00 567.00 567.00 200.00 200.00
<br />EA 1 350.00 350.00 200.00 200.00 567.00 567.00 200.00 200.00
<br />FA 1 500.00 500.00 200.00 200.00 567.00 567.00 500.00 500.00
<br />FA 3 250.00 750.00 200.00 600.00 351.00 1,053.00 250.00 750.00
<br />EA 1 75.00 75.00 100.00 100.00 34.89 34.89 100.00 100.00
<br />FA 2 75.00 150.00 100.00 200.00 62.39 124.78 125.00 250.00
<br />FA 1 100.00 100.00 200.00 200.00 87.43 87.43 150.00 ~ 150.00
<br />FA 2 150.00 300.00 300.00 600.00 136.88 273.16 250.00 500.00
<br />FA 1 300.00 300.00 300.00 300.00 820.80 820.80 850.00 850.00
<br />EA 1 300.00 300.00 200.00 200.00 118.80 118.80 200.00 200.00
<br />EA 2 350.00 700.00 300.00 600.00 145.80 291.60 250.00 500.00
<br />EA 1 950.00 950.00 400.00 400.00 226.80 226.80 900.00 400.00
<br />FA 1 650.00 650.00 600.00 600.00 388.80 388.80 550.00 550.00
<br />VF 7.5 5.00 37.50 30.00 225.00 32.40 243.00 20.00 150.00
<br />VF 15 5.00 75.00 30.00 450.00 40.50 607.50 22.00 330.00
<br />VF 13 7.50 97.50 40.00 520.00 43.20 561.60 26.00 338.00
<br />VF 3 12.00 36.00 60.00 180.00 86.40 259.20 31.00 93.00
<br />SY 435 34.60 15,051.00 25.00 10,875.00 91.04 17,852.40 25.00 10,875.00
<br />SY 1,900 1.00 1,900.00 4.00 7,600.00 5.40 10,260.00 3.00 5,700.00
<br />SY 1,535 21.00 32,235.00 15.00 23,025.00 33.98 51,391.80 21.88 33,585.80
<br />SY 360 19.00 6,840.00 12.00 4,320.00 33.48 12,052.80 20.75 7,470.00
<br />I,F 250 7.50 1,875.00 3.00 750.00 2.16 590.00 9.00 1,000.00
<br />EA 3 6,500.00 19,500.00 3,000.00 9,000.00 5,400.00 16,200.00 5,000.00 15,000.00
<br />EA 4 275.00 1,100.00 100.00 400.00 270.00 1,080.00 1,000.00 4,000.00
<br />I.F 2,050 15.00 30,750.00 17.00 34,850.00 21.60 44,280.00 15.00 30,750.00
<br />LF 10,590 0.25 2,635.00 0.50 5,270.00 0.11 1,159.40 3.11 32,779.40
<br />ACRE 0.8 1,850.00 1,980.00 2,000.00 1,600.00 2,061.00 1,648.80 1,850.00 1,480.00
<br />CY 3,900 18.00 70,200.00 21.00 81,900.00 16.74 65,286.00 14.49 56,511.00
<br />SUBTOTAL OF BASE BID UMT PRICE I7'F2fS
<br />B. BASE I~ SUM CONSTRUCTION ITEMS
<br />1. LIFT' STATION, 13JCWDIIJG STRUCTURE, PUMPS, ETC. IB
<br />2. MOBIISZATICN, BONDS, INSURANCE LS
<br /> SUBTOTAL Cf BASE IlQO' S11E1 ITEMS
<br />C. fDClRA WORK ITEMS ORDIItRD BY THE
<br /> END]?fit DURING CCNSTRUCTICN
<br />1. TIMBER SHEE7TNG AND BRACING
<br />2. STF:FI, SF~.T PII,ING SHORING
<br />3. CURSIIFD L1J1E'SIUFlE OR SfQ~I,L EOIT![WTION
<br />4. CCN(RETE PIPE ENCASEI4M' OR CRADLE
<br />5. AIIDI7TONA[, SFI,FX.T FILL
<br />6. AIIDITICNAL OCNCRElE SIDF.WAIIGS
<br />7. CONCRETE STREET RF?AIR
<br />1,190,938.75 1,150,530.00 1,226,332.35 1,284,168.79
<br />342,500.00 326,000.00 371,500.00 358,000.00
<br />35,000.00 100,000.00 24,300.00 .~ 24,000.00
<br /> 377,500.00 426,000.00 395,800.00 382,000.00
<br />M.F.B.M. 20 90.00 1,800.00 200.00 4,000.00 442.$0 8,856.00 200.00 4,000.00
<br />TCN 5 500.00 2,500.00 225.00 1,125.00 675.00 `3,375.00 500.00 2,500.00
<br />CY 100 25.00 2,500.00 17.00 1,700.00 23.76 2,376.00 25.00 2,500.00
<br />CY 50 55.00 2,750.00 75.00 3,750.00 108.00 5,400.00 80.00 4,000.00
<br />CY 100 5.00 500.00 6.00 600.00 8.64 864.00 3.50 350.00
<br />SY 100 24.00 2,400.00 3.00 300.00 37.80 3,780.00 18.00 1,800.00
<br />SY 50 75.00 3,750.00 22.00 1,100.00 48.60 2,430.00 40.00 2,000.00
<br />F3CTRA IEORK ITEMS SUBTCITPAI, 16,200.00 12,575.00 ~ 27,081.00 17,150.00
<br />TOTAL BASE BID (SUM A, B, & C) $1,584,138.75 $1,589,105.00 $1,649,213.35 $1,683,318.79
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