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<br />
<br />CITY OF RAMSEY
<br />CHA~GE ORDER NO. 1
<br />
<br />PROJECT: RAMSEY ELEMENTARY
<br />
<br />PROJECT NO: 95-13
<br />
<br />SCHOOL AREA TRUNK S~tNITARY SEWER
<br />
<br />DATE: September 21, 1995
<br />
<br />CONTRACTOR:
<br />
<br />Barbarossa & Sons
<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 constructionlfor the trunk construction project. Watermain construction
<br />in 151st Avenue,is 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 />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />
<br />B~D BC-~DUL~ D -- S~lt~rF Sewer, Baubrich (95-14)
<br />Mobilization
<br />Connect To Existing.
<br />8" PVC, SDR 35, O' ~o 10' Deep
<br />8" PVC, SDR 35, 10' to 12 Deep
<br />8" PVC, SDR 35, 12' to 14 Deep
<br />8" PVC, SDR 35, 14' to 16 Deep
<br />0" PVC, SDR 35, 16' to 18 Deep
<br />8" PVC, $DR 35~ 18' to 20 Deep
<br />8" ~VC, SDR 35, 20' tO
<br />8' PVC, SDR 35, 22'~to 24 Deep
<br />Standard Manhole, 0' to 10' Deep, 40" Dia.
<br />Extra Depth Manhole
<br />8' x 4" Wye
<br />4" PVC, SDR 35~ S~rvice Pipe
<br />Crushed Rock Pipe Bedding
<br />Pipe Subgrade Correction
<br />
<br />LS 1.00 $5,500.00
<br />LS 1.00 350.00
<br />LF 187.00 22.50
<br />LF 241.00 23.00
<br />LF 228.00 23.50
<br />LF 90.00 24.00
<br />LF 94.00 24.50
<br />LF 94.00 25.00
<br />LF 94.00 25.50
<br />LF 25.00 26.00
<br />~A 4.00 1,150.00
<br />LF 12.20 75.00
<br />~% 21.00 35.00
<br />LP 72O.0O 4.7~
<br />TON 60.00 14.00
<br />Cg 20.00 8.50
<br />
<br />D - Sanitary S~r, Haurbich (95-14)
<br />
<br />TOTAn ~IDSCII~D~
<br />
<br />BID SCHHBULE E - Waterm"in, Bauhrlch (95-14)
<br />1' Service ConnectiOn ~
<br />1' Copper Service Pipe LF
<br />~ ~ID ~D~ ~E - Wat~, Ba~b~h (9~14}
<br />
<br />BID SC~D~ F - S~ S~, Ba~rich (95-14)
<br />15' RCP, Class 5 ~
<br />15' R.C. Apron ~
<br />Catchbaaln, 27" Die, EA
<br />M~hole, 48' Dia. EA
<br />Rip Rap CY
<br />Geotextlle F~ric (~DOT T~e III) SY
<br />
<br />2105.501 Co--on Excavation
<br />
<br />2104.505
<br />2104.505
<br />2130.501
<br />2211.503
<br />2331.525
<br />2301.501
<br />2506.522
<br />2506.522
<br />2531.501
<br />0575.501
<br />
<br />22.00
<br />800.00
<br />
<br />1
<br />2
<br />3
<br />
<br />6
<br />7
<br />8
<br />
<br />10
<br />11
<br />
<br />234.00
<br /> 1.00
<br /> 1.00
<br /> 2.00
<br /> 4,00
<br /> 4.00
<br />
<br /> CY 1,175.00
<br />Remove Bituminous Pavan~nt S¥ 4,250.00
<br />Remove Cohorete Driveway 8Y 84.00
<br />Water H ~AL 20.00
<br />AggregatelBase Plaoed, Class 5 TON 800.00
<br />Type 41 W~AS0055¥ Wear Course Mixture TON 420.00
<br />4' Concrete Driveway Sg 84.00
<br />Adjust Frame & Ring Casting E~ 7.00
<br />Adjust Valve Box EA 2.00
<br />Concrete Curb & Gutter, Type Mountable LF 2,450.00
<br />Seeding AC 0.B0
<br />SCHEDULE G - Streets, Baubrich (95-14)
<br />
<br />~ADOITIO~T.
<br />
<br />Page 1 of 2
<br />
<br />$ 85.00
<br /> 6.00
<br />
<br />$ 19.00
<br />580.00
<br />800.00
<br />1,200.00
<br />50.00
<br />10.00
<br />
<br />$ 3.50
<br />1.60
<br />2.40
<br />10.00
<br />6.85
<br />25.75
<br />2.40
<br />120.00
<br />110.00
<br />6.50
<br />1,000.O0
<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 O0
<br /> 4,600 0D
<br /> 915 O0
<br /> 735 00
<br /> 3,420 00
<br /> 840 00
<br />170 00
<br /> $41,498.50
<br />
<br />1,870.00
<br />4,800.00
<br />6,670.00
<br />
<br />$4,446.00
<br />580,00
<br />800.00
<br />2,400.00
<br />200.00
<br />40.00
<br />$B,466.00
<br />
<br /> $ 4,112.50
<br /> 6,800.00
<br /> 201.60
<br /> 200.00
<br /> 5,480.00
<br /> 10,BIS.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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