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<br />CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT:
<br />
<br />PROJECT NO:
<br />
<br />DATE:
<br />
<br />CONTRACTOR:
<br />
<br />R~SEY ELEMENTARY SCHOOL AREA TRUNK
<br />9'5-13
<br />
<br />September 21, 1995
<br />
<br />Barbarossa & Sons
<br />
<br />SANITARY SEWER
<br />
<br />DESCRIPTION OF CONTRACT 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 construction ~for the trunk construction project. Watermain construction
<br />in 151st Avenue lis 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 util'ities and restore the street.
<br />
<br />The contract qua~ tities and amount are therefore increased as follows:
<br />
<br /> Quantity unit
<br /> Item Unit Cha~ge Price Amount
<br />
<br /> BID SCHEDULE D -- S~nit=ry Sewer, Baubri=h (95-14)
<br />1 Mobilization r
<br />2 Connect To Existing :
<br />3 8" PVC, $DR 35, 0' to 10' Deep
<br />4 8" PVC, SDR 35, 10' to 12' Deep
<br />5 0# PVC, SDR 35~ 12' %0 14' DEep
<br />6 8" PVC, $DR 35, 14' to 16' Deep
<br />7 0" ~VC, $DR 35, 16' %0 10' Deep
<br />0 8" PVC, $DR 35, 10' ko 20' DEep
<br />9 8" PVC, SDR 35, 28' to 22' ~ep
<br />10 8" PUC, SDR 35, 22' to 24' D~ep
<br />11 St~d~rd Manhole, 0'~ to 10' Dsep, 48" Dia.
<br />12 Extra D~pth Manhole
<br />13 8" x 4" Wye
<br />14 4" Pre, SD~ 35, Service Pipe
<br />15 Cru~h,d Rock Pipe Be~din9
<br />16 Pip~ Subgrade Correction
<br />
<br />LB 1.00 $5,500.00 $5~500.00
<br />LS 1.00 350.00 350.00
<br />LF 187.00 22.50 4,207.50
<br />LF 241.00 23.00 5,543.00
<br />LF 228.00 23.50 5,358.00
<br />LF 90.00 24.00 2,160.00
<br />LF 94.00 24.50 2~303.00
<br />LF 94.00 25.00 2,350.00
<br />LF 94.00 25.50 2,397.00
<br />LF 25.00 26.00 650.00
<br />EA 4.00 1,150.00 4,600.00
<br />LF 12.20 75.00 915.00
<br />EA 21.00 35.00 735.00
<br />LF 720.00 4.7~ 3,420.00
<br />TON 60.00 14.00 840.00
<br />CY 20.00 8.50 170.00
<br /> $41,498.50
<br />
<br />TO~A~ BLD SC'-q~DUL~
<br />
<br />BID $C~KDOLE E - W~term-i,, HaUbrich (95-14)
<br />1' Service Connectio~
<br />1' Copper S~rvice Pi~e
<br />~ BID S~D~ ~ - Wat~{-, Ha~b~h J95-14)
<br />
<br />BID ~C~D~ F - S~ S~, Ha~rich (95-14)
<br />15' RCP, Class 5
<br />15" R.C. Apron
<br />Catchba~l~, 27" Dia.
<br />Manhole~ 48" Dia.
<br />Hip Rap
<br />Ceotextile F~ric (~DOT T~e II~)
<br />~ar. BID SC~D~ F -- S~m S~, ~a~h (95-14)
<br />
<br />1 2105.501
<br />2 2104.505
<br />3 2104.505
<br />4 2130.501
<br />5 2211.503
<br />6 2331.525
<br />7 2301.501
<br />0 2506.522
<br />9 2506.522
<br />10 2531.501
<br />11 0575.501
<br />TOT, AL BID SCm~DUI,~
<br />
<br />~D - B-p{tarF Sewer, Haurbi~h (95-14)
<br />
<br /> EA
<br /> LF
<br />
<br />Common Exc~vation
<br />REmove BitUminous Pavement
<br />R~move Con~rete Driveway
<br />Water
<br />Aggregate Base Placed, Cla~s 5
<br />Type 41W~50055Y Wear Course Mixture
<br />4' Concrets Driveway
<br />Adjust Frame & Ring Casting
<br />Adjust Valwe BOX
<br />Concrete CUrb A Gutter, Type Mount&hie
<br />Seeding
<br /> ~ - Streets, ~aubricB (95-14)
<br />
<br />Page 1
<br />
<br />22.00 $ 85.00 $ 1,870.00
<br />800.00 6.00 4,800.00
<br /> $ 6,670.00
<br />
<br />LF 234.00
<br />EA 1.00
<br />EA 1.00
<br />EA 2.00
<br />C¥ 4.00
<br />SY 4.00
<br />
<br />C¥ 1,175.00
<br />S¥ 4,250.00
<br />SY 84.00
<br />M GAL 20.00
<br />TON 800.00
<br />TON 420.00
<br />s¥ 84.00
<br />EA 7.00
<br />EA 2.00
<br />LF 2,450.00
<br />AC O.BO
<br />
<br />of 2
<br />
<br />$ 19.00 $4,446.00
<br />580.00 580.00
<br />800.00 800.00
<br />1,200.00 2,400.00
<br />50.00 200.00
<br />10.00 40.00
<br /> $B~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 />2.40 201.60
<br />120.00 840.00
<br />110.00 220.00
<br />6.50 15,925.00
<br />1,OOO.OO 800.00
<br /> $45,595.70
<br />
<br /> $102,230.20
<br />
<br />
<br />
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