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CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT:
<br />
<br />RA~4SEY ELEMENTA/~Y SCHOOL AREA TRUNK SANITARY SEWER
<br />
<br />PROJECT NO:
<br />
<br />95-13
<br />
<br />DATE: September 21, 1995
<br />
<br />CONTP~%CTOR:
<br />
<br />Barbarossa & Sons
<br />
<br />DESCRIPTION OF CONTRACT REVISION:
<br />
<br />The construction of street, stozm sewer and sanitary sewer in I51st 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.is already a part of the construction included in the trunk
<br />project, makingiit 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 /> BID ~C~ED~ D -- S~-it~rF Sem,-r, Beubrich (95--14)
<br />i Mobilization LS 1.00 $5,500.00
<br />2 Connect ~ Exi,ting[ L8 1.00 350.00
<br />3 8" PVC, 8DR 35, 0' to 10' Deep LF 187.00 22.58
<br />4 8" PVC, SDR 35, lO'~to 12' Deep LF 241.00 23.00
<br />5 §" PVC, SDR 35~ 12'!to 14' Deep DF 228.00 23.50
<br />6 8" PVC, SDR 35, 14' to 16' Deep LF 90.00 24.00
<br />7 8" PVC, SDR 35, 16'!to 18' Deep LF 94.0D 24.50
<br />0 8" PVC, SDR 35, 18' to 20' Deep LF 94.00 25.00
<br />9 8" PVC, SDR 35, 20' to 22' Deep LF 94.00 25.50
<br />10 0" PVC, SDR 35, 22';to 24' Deep LF 25.00 26.00
<br />11 Standard Manhole, 0' to 10' Deep, 48" Dia. EA 4.00 1,150.00
<br />12 Extra Depth Manhole LF 12.20 75.00
<br />13 8" x 4" Wye EA 21.00 35.00
<br />14 4" PVC, SDR 35, Service Pipe LF 720.00 4.75~
<br />15 Crushed Rock Pipe Bpdding TON 60.00 14.00
<br />16 Pipe Subgr~de Corre~tion CY 20.00 8.50
<br />
<br />TOTAL BID SCHI~ULE !D - S-n{taz7 Su~war, Haurbioh (95-14}
<br />
<br />BID SC~ B - W~te~-i~, Ba~tch (95-14)
<br />1" se~ice Conne=ti0n EA 22.00 $ 85.00
<br />1" Copper S~rvice P~ LF B00.00 6.0~
<br />
<br />BID SC~D~ F - S~ S~, Ba~ri=h (95-14)
<br />15' RCP, Class 5 LF 234.0D $ 19.00
<br />15" R.C. Apron ~ 1.0D 580.00
<br />Catchbasin, 27" Dia. EA 1.00 800.00
<br />Manhole~ 48" Dia. BA 2.00 1,200.00
<br />Rip Rap CY 4.00 50.00
<br />Geotsxtile F~ri~ (~POT T~e III) SY 4.00 10.00
<br />~a~, DID SC~D~
<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 />
<br />Common ExCavation CY 1,175.00 $ 3.50
<br />Remove Bituminous Pavement SY 4,250.00 1.60
<br />Re,ye Co~er.te Driveway SY 84.00 2.40
<br />Water M GAL 20.00 10.00
<br />Aggregate Bas. Plaeed, Clsss 5 TON 800.00 6.85
<br />Type 41W~AS0055Y Wear Course Mixture TON 420.00 25.75
<br />4' Concrete Driveway SY 84.00 2.40
<br />Adjust Frame & Ring Casting EA 7.80 120.00
<br />Adjust Vatve Box EA 2.00 110.00
<br />Concrete ~urb & Gutter, Type Mounta3ole LF 2,450.00 6.50
<br />Seeding AC 0.80 1,000.00
<br /> G - Streets, Bnubricb (95-14)
<br />
<br />Page 1 of 2
<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 /> $41,490.50
<br />
<br />1,870.00
<br />4~800.00
<br />6,670.00
<br />
<br />$4,446.00
<br />580.00
<br />800.00
<br />2,400.00
<br />200.00
<br />40.00
<br />$8,466.00
<br />
<br /> $ 4,112.50
<br /> 6,800.00
<br /> 201.60
<br /> 200.00
<br /> 5,480.00
<br /> 10,815.00
<br /> 201.60
<br /> 840.00
<br /> 220.00
<br /> 15,925.00
<br /> 800.00
<br /> $45,595.70
<br />
<br />$102,230.20
<br />
<br />
<br />
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