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CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT: RAMSEY ELEMENT/tRY
<br />PROJECT NO: 95-13
<br />DATE: September 21, 1995
<br />CONTRACTOR: Barbarossa & Sons
<br />
<br />SCHOOL AREA TRUNK SANITARY SEWER
<br />
<br />DESCRIPTION OF CONTRACT REVISION:
<br />
<br />The constructio~ 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!is already a part of the construction included in the trunk
<br />project, making r£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 s¢~r~DUL~ D -- SeaitaxF Sewer, Baubrich (95-14)
<br />1 Mobilization LS 1.00 $5,500.00
<br />2 Connect To Exi6ting LS 1.00 350.00
<br />3 8" PUC, SDR 35, 0' ~o 10' Deep LF 187.00 22.50
<br />4 8" PVC, SDR 35, 10' tO 12' Deep LF 241.00 23.00
<br />5 8" PVC, SDR 35, 12';to 14' Deep LF 228.00 23.50
<br />6 8" PVC, SDR 35, 14'Itc 16' Deep LP 90.00 24.00
<br />7 0" PVC, SDR 35~ 16' to 18' Deep LF 94.00 24.50
<br />8 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 />lO O" PVC, SDR 35, 22' to 24' Deep LF 25.00 26.00
<br />11 Standard Manhole, 0a to 10' Deep, 40" Dia. EA 4.00 1,150.00
<br />12 Extra Depth Manhole LF 12.20 75.00
<br />13 0" x 4" Wye EA 21.00 35.00
<br />14 4" PVC, SDR 35, Service Pipe LF 720.00 4.7~
<br />15 Crushed Rock Pipe ~mdding TON 60.00 14.00
<br />16 Pipe Subgrade Corre~tion C~ 20.00 8.50
<br />
<br />D - S--{t~r~ ~w~r, Haurbiuh (95-14}
<br />
<br /> TO~ALB/DS~D~
<br />
<br /> BID BCBHDffLE R -- Waterm-{,, BuU~ch (95-14)
<br />1 L" Service Connectign RA 22.00 $ 85.00
<br />2 1" Copper Service P%pe LF 800.00 6.00
<br /> TOTAL BID SC~RDU~E ~ - Water, Baurbl~h (95-14)
<br />
<br /> BID SC~D~ F - ~m S~, ~a~ri=~ {95-14)
<br />1 15" RCP, Class 5 ~ 234.09 $ 19.00
<br />2 15" R.C. Apron ~ 1.0D 580.00
<br />3 Catchbasi~, 27" Dia. EA 1.09
<br />4 Manhole, 48" Dia. ~A 2.0~ 1,200.00
<br />5 Rip Rap CY 4.0~ 50.00
<br />6 Geotsxtlle F~riu (~T T~e III) SY 4.00 1~.0~
<br /> ~an ~ID ~C~D~ F - S~ S~, sarah (95-14)
<br />
<br />i 2105.501 Co--on ExCavation C~ 1~175.00
<br />2 2104.505 Re,ye Bi~uminous Payment SY 4,15~.00 1.60
<br />3 2104.505 R=~ve Co~=ret~ Drivewa~ 8Y 84.00 2.40
<br />4 2130.501 Water M ~ 20.~0 10.00
<br />5 2211.503 Aggragate;~a~ Plaoed~ Clas~ 5 ~N 800.00 6.85
<br />6 2331.525 T~e 41 ~AS0055Y Wear Course M~tUr~ ~N 428.00 25.75
<br />7 2301.501 4" Concrete Driveway SY 84.00 2.40
<br />8 1506.522 Adjust Fr~e & Ring Ca,ting EA 7.8~ 120.08
<br />9 2506.522 Adjust Valve pox EA 2.~
<br />10 2531.501 Concrete ~urb & Gutter, ~e Mount~le ~ 2,450.0~ 6.50
<br />11 0575.501 seeding AC 0.80
<br /> ~ ~ID S~D~ [G - ~tr~ts, Hn~ric~ (95-14)
<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.D0
<br /> 915.00
<br /> 735.00
<br />3,420.00
<br /> 840.00
<br /> 170.00
<br /> $41,498.50
<br />
<br />1,870.00
<br />4,000.00
<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.~0
<br />
<br />$102,230.20
<br />
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