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CITY OF RAMSEY
<br />CHANGE ORDER NO. 1
<br />
<br />PROJECT'.
<br />
<br />NAMSEY ELEMENTARY SCHOOL AREA TRUNK SANITARY SEWER
<br />
<br />PROJECT NO: 95-13
<br />
<br />DATE:
<br />
<br />September 21, 1995
<br />
<br />CONTRACTOR:
<br />
<br />Barbarossa & Sons
<br />
<br />DESCRIPTION OF ~ONTRACT 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 ifor the trunk construction project. Watermain construction
<br />in 151st Avenue ~zs 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 /> Item Uoit
<br />
<br /> BID $C~ P - S~ft~y Se~.r, Baubri=h (95-14)
<br />1 Mobilization LS 1.00 $5,500.00
<br />2 Connect ~ Exi6ting i LS 1.00 350.00
<br />3 8' PVC, $DR 35, O' bo 10' Deep LF 187.00 22.50
<br />4 8" PVC, $DR 35, 10' Itc 12' Deep LF 241.00 23.00
<br />5 0" PUC, SDR 35, 12' :~o 14' Deep LF 228.00 23.50
<br />6 8" PVC, SDR 35, 14' Itc 16' Deep LF 90.00 24.00
<br />7 8" P~;C, SDR 35, 16' itc 18' Deep LF 94.00 24.50
<br />0 0" PVC, SDR 35, 10' :to 20' Deep LF 94.00 25.00
<br />9 8" E~C, SDR 35, 20' [tO 22' Deep I~ 94.80 25.50
<br />10 0" pVC, SDR 35, 22' !to 24' Deep LF 25.00 26.00
<br />
<br />11 St~ndmrd Manhole, 0' to 10' Deep, 40" Dia. EA 4.00
<br />12 Extra Depth Manhole' LF 12.20
<br />13 8" X 4" Wye EA 21.00
<br />14 4' PVC, eDR 35, SerVice Pipe LF 720.00
<br />15 Crushed Rock Pipe B~dding TO~ 60.00
<br />16 Pipe eubgrade Corredtion CX 20.00
<br /> T~Y~AL BID S~0~ ~ -- $anit~-F Sewer, Huurbich (95-14)
<br />
<br />I ~' Service ConnectiOn E~ 22.00
<br />2 1" Copper Service P~ LF 800,00
<br /> ~ BID S~D~ ~ -- Wat~-{-, Hs~bioh (95-14)
<br />
<br /> BID SC~D~ F -- ~m S~, Ba~ri~h (95-14)
<br />1 15' RCP, Ck~ 5 LF 234.00
<br />2 1~" R.C. Apron ~ 1.00
<br />3 Catchba6in, 27" Dia. EA 1.00
<br />4 Manhols~ 48' Dia. EA 2.00
<br />5 Rip Rap CY 4.00
<br />6 Geotextlle F~ric (~T T~e III) SY 4.00
<br />
<br /> 2105.501 Co--on ExCavation C~ 1,175.00
<br /> 2104.505 Re,Ye Bi~umin0us Parent SY 4,250.00
<br /> 2104.505 Re--ye ConCrete Driveway SY 84.00
<br /> 2130.501 Water M
<br /> 2211.503 Aggregate ~a~
<br /> 2331.525 T~s 41 ~50055Y Wear Course M~ture ~N 420.00
<br /> 2301.501 4" Concret~ Driveway SY 84.00
<br /> 2506.522 Adjust Fr~e & Ring Casting EA 7.00
<br /> 2506.522 Adjust valve Box EA 2.00
<br /> 2531.501 Co~crete Curb A Gutter, T~e Mount~le LF 2,450.00
<br /> AC 0.80
<br />
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11 0575.501 Seeding ~
<br /> ~ BID SC~D~ ~ - Streets, ~aubrich (95-14)
<br />
<br />Quantity unit
<br />Change Price An~unt
<br />
<br />1,150.00
<br />75.00
<br />35.00
<br />4.7~
<br />14.00
<br />8.50
<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.oo
<br />6,50
<br />1,000.00
<br />
<br />~TAL~DDITIOEAT.
<br />
<br /> $5,500.00
<br /> 350.00
<br /> 4,207.50
<br /> 5,543.00
<br /> 5,350.00
<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 /> $41,498.50
<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 />$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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