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Agenda - Council - 08/25/2015
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Agenda - Council - 08/25/2015
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Meetings
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Agenda
Meeting Type
Council
Document Date
08/25/2015
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Exhibit 4 <br />RIVERDALE DRIVE RECONSTRUCTION / EXTENSION - ARMSTRONG BOULEVARD TO TRAPROCK STREET; IMPROVEMENT PROJECT #12-22 <br />CHANGE ORDER #2 COST -SHARE - CITY OF RAMSEY & PSG/2-OI, LLC <br />0) <br />CU <br />0 <br />Z <br />For access road to allow future maintenance of pond 2 <br />(MOU) 72" storm sewer realignment needed to fill north pond <br />(MOU) 72" storm sewer realignment needed to fill north pond <br />Bituminous pavement was 10" thick at Traprock St. crossover <br />PSD was to remove C&G, bit, pipe, and fence before construction <br />Used pond 2 excavation topo 12/08/2014 <br />(MOU) Additional dewatering needed to realign 72" RCP <br />Changed profile from sta. 5+00 to 11+00 for D/W trail crossings <br />(MOU) Aggregate to realign trail over 72" RC pipe <br />(MOU) Bituminous to realign trail over 72" RC pipe <br />Reduced culvert size to achieve cover in Hwy 10 median crossover <br />Reduced culvert size to achieve cover in Hwy 10 median crossover <br />(MOU) 30" pipe apron for storm alignnment change pond 2 <br />Safety grate for 42" pipe apron for pond 2 <br />(MOU) 30" pipe for storm alignnment change pond 2 <br />(MOU) Extra 42" RC pipe for pond 2 storm alignment change <br />Extra 42" RC pipe for pond 2 storm alignment change <br />(MOU) 72" storm sewer realignment needed to fill north pond <br />Needed to swap sanitary and storm sewer alignments <br />(MOU) 84" skimmer structure for storm alignment change pond 2 <br />(MOU) Adjusted MH 40 for realigned 72" storm sewer to fill north pond <br />Revised casting type at sta. 3+25 <br />(MOU) Additional 6" concrete D/W aprons - PSD requested 6 <br />(MOU) Increase to 8" concrete D/W aprons - PSD requested 6 <br />Temporary curb due to Armstrong interchange construction <br />Trench install conduit under driveways for Riverdale street lights <br />Lift Station electrical disconnect <br />Added local business access signing <br />Required per temporary erosion control special provision 2573.5E <br />Required per temporary erosion control special provision 2573.5E <br />cn <br />cn <br />IA <br />to <br />Cr <br />Cr <br />if* <br />LLCs CO2 Cost <br />$ <br />2,400.00 <br />0 <br />0 <br />$ 3,258.41 <br />$ 17,333.33 <br />$ 2,124.00 <br />0 <br />ti <br />iti <br />0 <br />000 <br />$ 2,964.00 <br />0 <br />iD <br />c-1 <br />0 <br />00 <br />Lc <br />m <br />0 <br />O <br />O <br />c-1 <br />$ 7,681.46 <br />0 <br />0 <br />,4 <br />$ 475.50 <br />N <br />er <br />t0 <br />kr) <br />N <br />City CO2 Cost <br />$ 840.00 <br />O <br />cr <br />Lc; <br />00 <br />G7 <br />M <br />$ 202,144.29 <br />$ 1,224.00 <br />O <br />O <br />vi <br />O <br />Ol <br />N <br />O <br />O <br />O <br />I� <br />Q1 <br />O <br />O <br />O <br />O <br />00 <br />c -I <br />O <br />a <br />Ni <br />c1 <br />N <br />00 <br />c-1 <br />O <br />O <br />O <br />O <br />N <br />to <br />n <br />V1 <br />m <br />Q1 <br />c-1 <br />O <br />co <br />O <br />N <br />c-1 <br />lD <br />c-1 <br />Ln <br />n <br />O <br />O <br />LO <br />N <br />c-1 <br />$ 3,430.48 <br />O <br />O <br />in <br />V <br />c-1 <br />lD <br />O <br />O <br />V1 <br />tD <br />c-1 <br />$ 440.00 <br />$ 497.70 <br />$ <br />5,348.70 <br />cn <br />N <br />01 <br />ry <br />ry <br />N <br />00 <br />N <br />N <br />LLCs CO2 Qty <br />O <br />O <br />c-1 <br />,D <br />,D <br />O <br />c-1 <br />O <br />c-1 <br />O <br />r, <br />,-1 <br />m <br />I` <br />0 <br />0 <br />c-1 <br />O <br />N <br />in <br />,D <br />c-1 <br />O <br />L.1 <br />co <br />0,-1 <br />c-1 <br />O <br />O <br />co <br />O <br />M <br />O <br />O <br />O <br />O <br />O <br />O <br />City CO2 Qty <br />00 <br />c-1 <br />0 <br />0 <br />00 <br />r <br />0 <br />45021 <br />O <br />LO <br />O <br />O <br />m <br />00 <br />NI <br />0 <br />c-1 <br />0 <br />0 <br />NI <br />c-1 <br />0 <br />0 <br />0 <br />c-1 <br />O� <br />co <br />m <br />I� <br />0, <br />O, -i <br />c-1 <br />c-1 <br />c-1 <br />158 <br />cn <br />N <br />i+ <br />C <br />LL <br />J <br />LL <br />J <br />LL} <br />(n <br />cn <br />V7 <br />J <br />>-cn <br />0 <br />J <br />V7 <br />0 <br />z <br />0 <br />z <br />0 <br />LL <br />J <br />Q <br />W <br />Q <br />W <br />Q <br />W <br />LL <br />J <br />LL <br />J <br />LL <br />J <br />LL <br />J <br />Q <br />W <br />Q <br />W <br />Q <br />W <br />Q}} <br />W <br />V7 <br />V7 <br />LL <br />J <br />co <br />J <br />VI <br />J <br />co <br />J <br />LL <br />J <br />J <br />a <br />V, <br />Unit Price <br />in <br />NI <br />En <br />O <br />O <br />N <br />N <br />O <br />O <br />N <br />00 <br />NI <br />in <br />c-1 <br />a <br />00 <br />N <br />NI- <br />m <br />s <br />ci <br />$ 17,333.33 <br />$ 204.00 <br />O <br />O <br />Ni <br />N <br />O <br />O <br />O <br />I� <br />O <br />O <br />V1 <br />m <br />$ 485.00 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />,-i <br />O <br />O <br />00 <br />in <br />O <br />O <br />n <br />G1 <br />n <br />N <br />cy <br />En c1 <br />$ 270.00 <br />co <br />O <br />O <br />O <br />NI <br />,-i <br />V} <br />$ 10,000.00 <br />,D <br />7 <br />COQ1 <br />l0 <br />r <br />I� <br />cn <br />CT, <br />c-1 <br />O <br />O <br />Ni <br />in <br />0n <br />00 <br />V1 <br />N <br />M <br />c-1 <br />M <br />O <br />O <br />to <br />� <br />c -I <br />q <br />$ 165.00 <br />$ 440.00 <br />0n <br />c-1 <br />M <br />$ 594.30 <br />Item Description <br />Remove Fence <br />Remove Sewer Pipe (Storm) <br />Remove Bituminous Walk <br />Remove Bituminous Median <br />Remove Miscellaneous Debris <br />Common Excavation <br />Dewatering <br />Minor Grading <br />Aggregate Base Class 5 (Mod.) <br />Type SP 12.5 Wearing Course Mix (3,B) <br />15" CS Pipe Culvert <br />15" CS Safety Apron and Grate Des 3128 <br />30" RC Pipe Apron <br />Safety Grate for 42" RC Pipe Apron <br />30" RC Pipe Sewer Des 3006 CL 111 <br />42" RC Pipe Sewer Des 3006 CL 111 <br />42" RC Pipe Sewer Des 3006 CL V <br />72" RC Pipe Sewer Des 3006 CL 111 <br />Connect to Existing Storm <br />Const. Drainage Structure Des 84-4020 <br />Adjust Drainage Structure <br />Casting Assembly Special <br />6" Concrete Driveway Pavement <br />8" Concrete Driveway Pavement <br />Bituminous Curb <br />Conduit System (Lighting) <br />Electrical Service <br />Traffic Signs and Devices <br />Filter Log Type Compost Log <br />Hydroseeding <br />TOTALS <br />Item No. <br />2104.501 <br />2104.501 <br />2014.503 <br />2104.505 <br />2104.601 <br />c-1 <br />ul O <br />iri <br />O <br />c-1 <br />N <br />12105.601 <br />G1 <br />00 <br />00 <br />O <br />c-1 <br />N <br />c-1 <br />O En <br />,-i <br />c-1 <br />N <br />N <br />2360.501 <br />2501.511 <br />2501.515 <br />2501.515 <br />2501.602 <br />c-1 <br />00 <br />Ni <br />O <br />in <br />N <br />12503.541 <br />c-1 <br />En <br />cvi <br />O <br />to <br />N <br />c-1 <br />in <br />m <br />O <br />to <br />N <br />2503.602 <br />2506.502 <br />2506.602 <br />2506.602 <br />N <br />O <br />ri <br />M <br />to <br />N <br />n <br />O <br />ri <br />M <br />V1 <br />N <br />2535.501 <br />2545.509 <br />2545.601 <br />2564.601 <br />2573.540 <br />M <br />00 <br />00 <br />N <br />Vl <br />N <br />
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