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PAY ESTIMATE #2 <br /> CITY OF RAMSEY <br /> AZURITE STREET NW <br />UTILITY AND STREET IMPROVEMENTS <br />IMPROVEMENT PROJECT NO. 01-32 <br /> <br />BID SCHEDULE "C" - STORM SEWER <br /> Estimated Contract Unit Contract <br />Item Description Quantity Price Amount Used to Date Extension <br /> <br /> 1 Remove 18" CMP 52 LF $ 3.00 /LF $ 156.00 52 $ 156.00 <br /> <br /> 2 12" RCP (CLS) 70 LF $ 18;60 /LF $ 1,302.00 68 $ 1,264,80 <br /> "140 LF <br />3 15" RCP (CLS) $ 20.05 /LF $ 2,807.00 149 $ 2,987.45 <br />.4 18" DIP (CLS) 220 LF $ 23.00 /LF $ 5,060.00 121 $ 2,783.00 <br /> <br /> 5 21" RCP (CL3) 190 LF $ 25.50 /LF $ 4,845.00 206 $ 5,253.00 <br /> <br />6 24" RCP (CL3) 240 LF $ 27.25 /LF $ 6,540.00 130 $ 3,542.50 <br />7 i5" Dia. Concrete Plug 2 EA $ 44.55 lEA $ 89.10 2 $... 89.10 <br />8 18" Dia. Concrete Plug 2 EA $ 48.75 /EA $ 97.50 2 $ 97.50 <br />9 24" RCP Plug 1 EA $ 60,70 /EA $ 60.70 1 $ 60,70 <br />10 12"RCPFES 1 EA $ 451.00 IlEA $ 451.00 1 $ 451.00 <br />11 li5" RCP FRS 1 EA $ 507.00 lEA $ 507.00 1 $ 507.00 <br />12 18" ReP FRS 3 EA $ 571.00 /EA $ 1,713.00 <br />13 24" RCP FRS , . 2 EA $ 749,00 lEA $ 1,498.00 1 $ 749.00 <br />14 Construct Standard Catchbasin (2' x 3') 1 EA $ 978.00 tEA $ 978.00 1 $ 978.00 <br />15 iConstruct Manhole- 4' Dia. (0'--8') 1 EA $1,429.00 tEA $ 1,429.00 1 $ 1,429.00 <br />16 Construct CB-MH 4' Dia. (0'-8') . 6 EA $I,554,00 lEA $ 9,324.00 8 $ 9,324.00 <br />17 iExtra Depth Manhole 4' ,Oia. (>8' Depth) .!4 LF $ 86.00 ILF $ 1,204.00 9 $ 774.00 <br /> <br />18 48" Dia. Skimmer Structure (0'-8') 1 EA $2,655.00 lEA $ 2,855.00 1 $ 2,655.00 <br /> <br />19 'blass III Random Rip-Rap 30 CY $ 50,00 ICY $ 1,500.00 18 $ 900.00 <br />20 Adjust Existing Storm Manhole 2 EA $ 637.50 /EA $ 1,275.00 2 $ 1,275.00 <br /> <br />21 Lower Existing Storm Manhole 1 EA $ 562.50 tEA $ 562.50 11 $ 562.50 <br /> <br />Total Bid Schedule "C" - Storm Sewer <br /> <br />$ 44,053.80 $ 35,838.55 <br /> <br /> .( /313shared aoc..~rnun~cipa[/aramsay/3164/ra3164bp. XLS <br />~/ OO~'~leeE Pay Es[irnale 2 <br /> <br />I <br /> <br />I <br />i <br />I <br /> <br />I, <br />I <br />I <br />I <br />I <br />I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br /> <br />