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21 8" Plug EA 2,00
<br />
<br />22 6" Tee EA 2.00
<br />23 6" - 90 Degree Bend EA 2.00
<br />24 6" 22 112 Degree Bend EA 1.00
<br />25 6" Plug EA 1.00
<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 />I 2101.511 Clearing&Grubbing LS
<br />2 2104.505 Remove Bituminous Pavement SY
<br />3 2104.509 Remove Existing Culvert EA
<br />4 210S,526 Select Topsoil Borrow Mod, (CV) CY
<br />5 2130.501 Water M GAL
<br />6 2211,503 Aggregate Base PIaced, CI, 5 TON
<br />7 2331.525 Type 41 WEA50055Y Wear TON
<br /> Course Mixture 2"
<br />8 2501.511 15" CM Pipe CuNert 16 Ga. LF
<br />9 2501,515 15" CM Pipe Apron EA
<br />10 2501.573 Re-Install Existing Culvert EA
<br />11 0557,603 Temporary Fence LF
<br />12 O563.601 Traffic Control LS
<br />13 2573.501 BaleCheck EA
<br />14 2573,503 Silt Fence, Pre-Assembled LF
<br />15 0575,501 Seeding AC
<br />16 2575.505 Sodding Type Lawn 8Y
<br />
<br />c TOTAL BID SCHEDULE C - Sitework And Streets
<br />
<br />BID SCHEDULE D - Sanitary Sewer, Haubdch (95-14)
<br />
<br />1 Mobilization
<br />2 Connect To Existing LS
<br />3 8" PVC, SDR 35, 0' 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 16' 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" PVC, SDR 35, 22' to 24' Deep LF
<br />11 Standard Manhole, O' to 10' Deep, 48" Dia. EA
<br />12 Extra Depth Manhote 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 />16 Pipe SubgradeCorrection CY
<br />
<br />d TOTAL BID SCHEDULE D - Sanitary Sewer, Haubrich (95-14)
<br />
<br />1.00
<br />1,550,00
<br />8.00
<br />2,040.00
<br />40.00
<br />320.00
<br />150.00
<br />
<br />160.00
<br />4,00
<br />3.00
<br />2,420 .(30
<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 />241.00
<br />228.00
<br />90.00
<br />94.00
<br />94.00
<br />94,00
<br />25.00
<br />4,00
<br />12,20
<br />21,00
<br />720.00
<br />60.00
<br />20.00
<br />
<br /> 70.00
<br />130.00
<br />110.00
<br />
<br />100.00
<br /> 60.00
<br />
<br />575.00
<br />
<br />137.00
<br />
<br /> 0,00
<br />
<br /> 2,00
<br /> 0.00
<br /> 1.00
<br /> 1,00
<br />
<br /> 1.00
<br />
<br />90.00
<br />
<br />Parle ,5 of 6
<br />
<br /> !
<br /> 0.00
<br /> 260.00 m
<br /> 0,00
<br /> 100.00
<br /> 60.00 I
<br /> 675.00
<br />12,330.00
<br />14.4,365,00 I
<br />
<br />15,000.00 1.00 16,000.00 ·
<br />1.50 160.00 226.00
<br />75.00 8.00 600.00
<br />7.60 0.00 0.00
<br />15.00 O.O0 0,00
<br />14.40 0.00 0.00
<br />44.00 0.00 0.00
<br />
<br /> 17.00 0.00 0.00
<br />
<br /> 125,00 3.00 376.00
<br /> 1.50 0.00 0,00
<br /> 5,000.00 1,00 6,000.00 ·
<br /> 5.50 6.00 33.00
<br /> 3.00 0.O0 0.00
<br /> 975.00 3.00 2,925.00 ~11
<br /> 1,75 0.00 0.00
<br />
<br />24,156.00
<br />
<br />5,500.00 1.00 6,500.00
<br />350.00 1.00 360.00 N
<br />22.50 187.00 4,207.60
<br />23.00 241.00 5,$43.00
<br />23,50 228.00 6,358,00 I
<br />24,00 90.00 2,160.00
<br />24,50 94.00 2,303.00
<br />25.00 94.00 2,350.00 m
<br />25.50 94.00 2,397.00
<br />26.00 25,00 650.00
<br />1,150,00 4.00 4,600.00 ·
<br />75.00 12.20 916,00
<br />35.00 22.09 770.00
<br />4.75 811.00 3,852.26 []
<br />14,00 0.0O 0.00
<br />8.50 0.00 0.00
<br /> 40,955,76 I
<br />
<br />
<br />
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