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CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT:
<br />
<br />PROJECT NO:
<br />
<br />DATE:
<br />
<br />CONTP~%CTOR:
<br />
<br />RAMSEY ELEMENTARY SCHOOL AREA TRUNK SA~IT~Y SEWER
<br />
<br />95-13
<br />
<br />September 21, 1995
<br />
<br />Barbarossa & Sons
<br />
<br />DESCRIPTION OF ~ONTP~%CT REVISION:
<br />
<br />The construction of street, storm sewer and sanitary sewer in 151st Avenue,
<br />THE HAUBRICH ADDITION, Improvement Project No. 95-14, is added to the scope
<br />of constructionifor the trunk construction project. Watermain construction
<br />in 151st Avenueiis already a part of the construction included in the trunk
<br />project, making it efficient for the same contractor to install the remaining
<br />underground utilities and restore the street.
<br />
<br />The contract quantities and amount are therefore increased as follows:
<br />
<br /> Quantity unit
<br />Item Unit Change Price Amount
<br />
<br />LS 1.00
<br />
<br />LS 1.O0 350
<br />LF 187.00 22
<br />LF 241.00 23
<br />LF 228.00 23
<br />LP 90.00 24
<br />LF 94.00 24
<br />LF 94.00 25
<br />LF 94.00 25
<br />LF 25.00 26
<br />ga 4.00 1,150
<br />LF 12.20
<br />EA 21.00
<br />LF 720.00
<br />TON 60.00
<br /> 20.00
<br />
<br />$5,500 OD
<br /> O0
<br /> 50
<br /> O0
<br /> 50
<br /> O0
<br /> 50
<br /> O0
<br /> 50
<br /> O0
<br /> O0
<br /> 75 O0
<br /> 35.00
<br />
<br /> oo
<br /> 8.50
<br />
<br />BID SCH~DD~ D - S~lt~rF Sewer, Baubrich (95-14)
<br />Mobilization
<br />
<br />!
<br />2 Connect To Exieting~
<br />3 8" PVC, $DR 35, 0' ~o 10' Deep
<br />4 B" PUC, SDR 35, 10' !to 12' Deep
<br />5 0" PVC, SDR 35, 12' to 14' Deep
<br />6 8" PVC, SDR 35, 14' Itc 16' Deep
<br />7 8" PVC, SDR 35, 16' to 10' Deep
<br />8 8" PUC, SDR 35, 10' to 20' Deep
<br />9 8" E~;C, SDR 35, 20' itc 22' Deep
<br />10 8" PVC, SDR 35, 22' to 24' Deep
<br />11 Standard Manhole, 0' to 10' Deep, 40' Dia.
<br />12 Extra Depth MBnhole
<br />13 8" x 4" Wye
<br />14 4" PVC, SDR 35, S~r~lce ~ipe
<br />15 Crumhed Rock Pipe Bedding
<br />16 Pip~ Subgrade Corredtion
<br /> TO~a~ DID SC~DUL~ ~D - SanitarF S~wer, Hashish (95-14)
<br />
<br />1 1' Service Conne=tion
<br />2 1" Cop~er Service Pipe LF
<br /> ~ BID S~D~ '~ - Wat~{-, Sa~bich (9~14)
<br />
<br /> B/D SC~D~ F - S~ S~, Ha~ri=h {95-14)
<br /> 15' HCP, Class 5 LF
<br /> 15" R.C. Apron
<br /> Catchba~i~, 27" Dia. EA
<br />
<br />22.00 $ 05.00
<br />BO0.O0 6.00
<br />
<br />234.00
<br /> 1.00
<br /> 1.00
<br />
<br /> 19.00
<br />580.00
<br />800.00
<br />
<br /> Manhole, 48' Dia.
<br /> Rip Rap
<br /> Geotextlle Fabric (~nDOT Type III)
<br />
<br /> ~ID S~D~ ~ - S~e~ts, Ha~lch (95-14)
<br />1 2105.501 Co--on Ex~avation
<br />2 2104.505 Re~ve Bi~uminous Payment
<br />3 2104.505 Re~ve Co,crete Driveway
<br />4 2130.501 Water '
<br />5 2211.503 Aggregate ~ase Placed, Cla;; 5
<br />6 2331.525 T~e 41 ~A58055Y Wear Course M~ture
<br />7 2301.5~1 4' Concre~ Driveway
<br />8 2506.522 Adjust Fr~e & ~ng Casting
<br />9 2506.522 Adjust Vales Box
<br />1~ 2531.501 Concrete Curb & Gutter, T~e Mount~l~
<br />11 0575.501 Seeding
<br /> ~ ~ID S~DU~ ~ - ~treets, Hn~rich (95-14)
<br />
<br />~A 2.00 1,200.00
<br />CY 4.00 50.00
<br />SX 4.00 10.00
<br />
<br />CY 1,175.00
<br />SY 4,250.00
<br />SY 84.00
<br />M GAL 20.00
<br />TON 800.00
<br />TON 420.00
<br />SY 84.00
<br />EA 7.00
<br />EA 2.00
<br />LF 2,450.00
<br />AC 0.80
<br />
<br /> $5,500.00
<br /> 350.00
<br /> 4,207.50
<br /> 5.543.00
<br /> 5,358.00
<br /> 2,160.00
<br /> 2,303.00
<br /> 2,350.00
<br /> 2,397,00
<br /> 650.00
<br /> 4,600.00
<br /> 915.00
<br /> 735.00
<br />3,420.00
<br /> 840.00
<br /> 170.00
<br /> $41,498.50
<br />
<br />TOTAL ADDITIORAT.
<br />
<br />1,870.00
<br />4,000.00
<br />6,670.00
<br />
<br />$4,446.00
<br />580.00
<br />B00.00
<br />2,400.00
<br />200.00
<br />40.00
<br />$8,466.00
<br />
<br />3.50 $ 4,112.50
<br />1.60 6,800.00
<br />2.40 201.60
<br />10,00 200.00
<br />6.85 5,480.00
<br />25.75 10,815.00
<br />2.40 201.6D
<br />120.00 840.00
<br />110.00 220.00
<br />6.50 15,925.00
<br />1,000.00 800.00
<br /> $45,595.70
<br />
<br /> $102,230.20
<br />
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