|
19 8"- 22 1/2 Degree Bend EA 2,00
<br />20 8" x 6" Reducer EA 1.00
<br />21 8" Plug EA 2.00
<br />22 6" Tee EA 2.00
<br />23 6" -90 Degree Bend EA 2.00
<br />24 6" 22 1/2 Degree Bend EA 1.00
<br />25 6" Plug EA 1,CO
<br />26 Remove & Reinstall 6"- 45 Degree Bend LS 1,00
<br />27 Jack Bore 18" Casing LF 90.00
<br />
<br />b TOTAL BID SCHEDULE B -Watermain
<br />
<br />BID SCHEDULE C - Sitework And Streets
<br />
<br />1 2101.511 Clearing & Grubbing LS
<br />2 2104.505 Remove Bituminous Pavement SY
<br />3 2104.509 Remove Existing Culvert EA
<br />4 2105.526 Select Topsoil Borrow Mod, (CV) CY
<br />5 2130.501 Water M GAL
<br />8 2211.503 Aggregate Base Placed, Cl. 5 TON
<br />7 2331.525 Type 41 WEA50055Y Wear TON
<br /> Course Mixture 2"
<br />8 2501.511 15" CM Pipe Culvert 16 Ga. LF
<br />9 2501,515 15" OM Pipe Apron EA
<br />10 2501.573 Re-install Ex]sting Culvert EA
<br />11 0557.603 Temporary Fence LF
<br />
<br />12 0563.601 Traf~cControl LS
<br />13 2573.501 Bale Check FA,
<br />14 2573.503 Silt Fence, Pre-Assembled LF
<br />15 0575.501 Seeding AC
<br />16 2575.505 Sodding Type Lawn SY
<br />
<br />c TOTAL BID SCHEDULE C - Sitework And Streets
<br />
<br />BID SCHEDULE D- Sanitary Sewer, Haubrich (95-14)
<br />
<br />1 Mobilization
<br />2 Connect To Existing LS
<br />3 8" PVC, SDR 35, O' to 10' Deep LF
<br />4 8" PVC, SDR 35, 10' to 12' Deep
<br />5 8" PVC, SDR 35, 12' to 14' Deep LF
<br />6 8" PVC, SDR 35, 14' tp i6'- Deep LF
<br />7 8" PVC, SDR 35, 16' to 18' Deep LF
<br />8 8" PVC, SDR 35, 18' to 20' Deep LF
<br />9 8" PVC, SDR 35, 20' to 22' Deep LF
<br />10 8" PVO, SDR 35, 22'to24' Deep LF
<br />11 Standard Manhole, 0' to 10' Deep, 48" Dia. EA
<br />12 Extra Depth Manhole LF
<br />13 8" x 4" Wye EA
<br />14 4" PVC, SDR 35, Service Pipe LF
<br />15 Crushed Rock Pipe Bedding TON
<br />
<br />I.OO
<br />1,550.00
<br />8.CO
<br />2,040.00
<br />40.00
<br />320.00
<br />150.OO
<br />
<br />160.00
<br />4.CO
<br />3.CO
<br />2,420.OO
<br />1.00
<br />120.00
<br />610.00
<br />6.37
<br />3,950.00
<br />
<br /> 1.00
<br /> 1.00
<br />187.00
<br />
<br />241.00
<br />228.0O
<br /> 90.00
<br />
<br /> 94.00
<br /> 94,00
<br /> 94.00
<br />
<br /> 25.00
<br /> 4,00
<br /> 12.20
<br /> 21.00
<br />720.00
<br /> 60.00
<br />
<br />Page § o! 6
<br />
<br />130.00
<br />100.00
<br />
<br /> 70.00
<br />
<br />130.00
<br />110,00
<br />100.00
<br /> 60.00
<br />
<br />575.00
<br />137.00
<br />
<br />15,COO,00
<br /> 1.50
<br /> 75,00
<br /> 7.60
<br /> 15.00
<br /> 14.40
<br /> 44.00
<br />
<br /> 17.00
<br /> 110.00
<br /> 125.00
<br /> 1.50
<br /> 5,000.00
<br /> 5.50
<br /> 3.00
<br /> 975.00
<br /> 1.75
<br />
<br /> 3,00
<br /> 1,00
<br /> 0.00
<br />
<br /> 2.00
<br />
<br /> 0,00
<br />
<br /> 1,00
<br />
<br /> 1.00
<br />
<br /> 1,00
<br />90.00
<br />
<br />t.00
<br />
<br />0.00
<br />
<br />8.00
<br />0.00
<br />
<br />0.00
<br />
<br />0.00
<br />
<br />0.00
<br />
<br />0.00
<br />
<br />0,00
<br />
<br />3.00
<br />0.00
<br />1.00
<br />6.00
<br />0.00
<br />3.00
<br />0.00
<br />
<br />5,500.00 1.00
<br />350.00 1.00
<br />22.50 187,00
<br />23.00 241.00
<br />23.50 228.00
<br />24.00 90.00
<br />24.50 94.00
<br />25.00 94.00
<br />25.50 94.00
<br />26.00 25,00
<br />1,150.00 4.00
<br />75.00 12,20
<br />35.00 22.00
<br />4.75 600.00
<br />14.00 " 0.00
<br />
<br />390.00
<br />100.00
<br />0.00
<br />260.00
<br />0.00
<br />100.00
<br />60.00
<br />676.00
<br />12,330.00
<br />
<br />134,879.00
<br />
<br />16,000.00
<br />0.00
<br />600.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />
<br /> 0.00
<br /> 0.00
<br /> 376.00
<br /> 0.00
<br /> 5,000.00
<br /> 33.00
<br /> 0.00
<br /> 2,926.00
<br /> 0.00
<br />
<br />23,933.00
<br />
<br />$,$00.00
<br /> 360.00
<br />4,207.60
<br />6,643.00
<br />5,358.00
<br />2,160.00
<br />2,303.00
<br />2,360.00
<br />2,397.00
<br /> 650.00
<br />4,600.00
<br />915.00
<br />770.00
<br />2,376.00
<br />0.00
<br />
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> I
<br /> i
<br /> I
<br />!,
<br />I
<br /> I
<br /> i
<br />
<br />I
<br />I'
<br />!
<br />I
<br />
<br />
<br />
|