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<br />
<br />CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT:
<br />
<br />PROJECT NO:
<br />
<br />DATE:
<br />
<br />CONTRACTOR:
<br />
<br />RAMSEY ELEMENTARY SCHOOL AREA TRUNK
<br />95-13
<br />September 21, 1995
<br />Barbarossa & Sons
<br />
<br />SANITARY SEWER
<br />
<br />DESCRIPTION OF dONTRACT 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 constructionlfor the trunk construction project. Watermain construction
<br />in 151st Avenue lis already a part of the construction included in the trunk
<br />project, making ~t 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 Cha~ge Price Amount
<br />
<br /> BID SCH~OULE D - S~it~ry Sewer, Heubri=h (95-14}
<br />I Mobilization ! LB 1.00 $5,500.00 $5,500.80
<br />2 Connect To Existing LS 1.D0 350.00 350.00
<br />3 8" PVC, SDR 35, 0' to 10' Deep LF 187.00 22.50 4,207.50
<br />4 8# PUC, SDR 35, 10' rto 12' Deep LF 241.00 23.00 5,543.00
<br />5 8# PVC, SDR 35, 12'ltd 14' Deep LF 228.00 23.50 5,358.00
<br />6 8" PVC, SDR 35, 14' ito 16' Deep LF 90.00 24.00 2,160.00
<br />7 0" PVC, SDR 35, 16' ~to lB' Deep LF 94.00 24.50 2,303.00
<br />8 0" PVC, SDR 35, 18' ito 20' Deep LF 94.00 25.00 2,350.00
<br />9 8" PVC, SDR 35, 20' !to 22' Deep LF 94.00 25.50 2,397.00
<br />10 8" pvc, BDR 35, 22'!to 24' Deep LF 25.00 26.00 650.00
<br />11 Stand~rd Manhole, O' to 10' Deep, 48" Dia. EA 4.D0 1,150.00 4,600.00
<br />12 Extra Depth M~nhole LF 12.20 75.00 915.00
<br />13 8" x 4" Wye ~ EA 21.00 35.00 735.00
<br />14 4" PvC, SDR 35, Sergice Pipe LF 720.00 4.7~ 3,420.00
<br />15 Crushed Rock Pipe B~dding TON 60.00 14.00 840.00
<br />16 20.00 8.50 170.00
<br /> $41,498.50
<br />
<br />Pipe Subgrade Corre~tion C~
<br />~an ~S~D~ rD -- Sea, tarF B~w~r, Naur~oh (95-14}
<br />
<br />1" Sa~ice ConnectiOn EA 22.00 $ 85.00
<br />1" Copper Sorvice Pl~ LF 800.00 6.00
<br />~ ~ID E~D~ r~ - Wat~, Ha~b~h (9~14)
<br />
<br />BID SC~D~ F - S~ ~, ~a~ri=h {95-14]
<br />15" RCP~ Class 5 ~ 234.00 $ 19.0~
<br />15" R.C. Apron ~ 1.0~ 580.0~
<br />Catchbasin, 27" Dia.~ ~ 1.00 800.00
<br />Manhole~ 48" Din. EA 2.00 1,200.00
<br />Rip Rap CY 4.00 50.00
<br />Geotsxtlle F~ri= (~T T~e III) SY 4.00 1O.00
<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 />TO~AL ~ID ~crn~DUl.~
<br />
<br />Common Ex~avation C~ 1,175.00
<br />Remove Bi~uminous Pavement SY 4,250.00
<br />Remove Con~re%e Driveway BY 84.00
<br />Water M GAl., 20.00
<br />Aggregate ~a~e Plaoed, Class 5 TON 800.00
<br />Type 41 WE~50055Y Wear Course Mixture TON 420.00
<br />4" Concret~ Driveway SY 84.0~
<br />Adjust Fr~e & Ring Casting EA 7.0~
<br />Adjust Valve Box EA 2.00
<br />Concrete C~rb & Gutter, Type Mountable LF 2,450.00
<br />Seeding ! AC 0.B0
<br /> ~ - Streets, ~ubrich (95-14)
<br />
<br />~T~T~ADDITION&T.
<br />
<br />Page 1 of 2
<br />
<br />$ 3,50
<br />1.60
<br />2.40
<br />10,00
<br />6.85
<br />25 75
<br />2 40
<br />120 O0
<br />110 O0
<br />6 50
<br />1,O00 DO
<br />
<br />1,870.00
<br />4,000.00
<br />6,670.00
<br />
<br />$4,446.00
<br />580.00
<br />000.00
<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 /> BD0.O0
<br /> $45,595.70
<br />
<br />$102,230.20
<br />
<br />
<br />
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