Laserfiche WebLink
BID SCHEDULE "A" - SANITARY SEWER <br /> <br /> PAY ESTIMATE #5 <br /> cITY OF RAMSEY <br /> 141sT AVENUE ST. N.W. <br />· UTILITY AND STREET IMPROVEMENTS <br /> IMPROVEMENT PROJECT NO. 035 <br /> Phase II <br /> <br /> Estimated Contract Unit <br />item Description Quantity Price Contract Amount Used to Date Extension <br /> <br />I 1 i8'; PVC (SOR-35) (0'-8') 15o'- 'ILF $ 11.85 JLF' I $ 1,777.50 15'0 I $ 1,Y77.50 <br />, 2 ,8"PVC(SDR-35)(8'-10') 105 '.LF. $ 1'3.85 ,LFt $ 1,454.25 175 J S 2,423'.75 <br /> ~ 8" X 5" Service Wye'~SDR-26) 4 -EA $ 57.00 lEA t $ 228.00 4 $ 228.00 <br /> 4 6" PVC (SDR-26) Service Pipe '~'28 ILF $-" ' 13.45"J/LF $ 1,721.60 149 $ 2,004.05 <br />" 5 6" PVC cap 4 .... E,~ $ ~2.30 IlEA $ 49.20 4 $ 49.20 <br /> ..... . $ 17.35 ilEA iS 17.35 1' $ 17.35 <br />.... 48" Diameter Manhole w~Frame and' ' <br />7 Castings (0 to 8') , , $ 1,412.00 $ 1,412.00 1 $ 1,412...00 <br /> <br />I <br />I <br />I <br />! <br />I <br /> <br />Total Bid Schedule "A" - Sanitary Sewer <br /> <br />$ 6,659.90 $ 7,9! 1.85 <br /> <br />BID SCHEDULE "B" - WATERMAIN <br /> Estimated Contract Unit <br /> Item Description Quantity Price Contract Amount Used to Date Extension <br /> <br /> Connect to Existing WM"w/10"x16" ~ ..... <br /> 8 Tappin. g S eeve and Va .v.,ei81 EA $ 2,300.00 lEA $ 2,300.00 1 $ 2,300.00 <br /> 9._ 1.6".DIP Watermain (Class 52) 6 LF" $ 14.~5 ILF $ 1,2t6.90 1:10 $ .1,556.50 <br /> 10 I10~' DIP Watermain (Class 52) fl,350 LF $ i'9.35 /LF $ 26,122.501289 $ 24,942.15 <br /> 11- iDirectionalDdll10"PE(SDR-11) 85 LF $ 117.0o /LF $ 9,945.00 ~5 ' $ ~',945.00 <br /> -. i2 i6" Gate Valve &. 8o.x . ,6 F_.A $ 4~o.00' lEA I $ 2,700.00 $ -1,350.00 <br /> 13 10" Gate Valve & 8ox !1 E,~- $ 852.09 /EA $ 852,00 ~ ~ " 1,704.00 <br />--14 Hydrant 12 EA $ 1,602.00' lEA , $ 3,204.002 $ 3',204.00 <br /> 15' Hydrant E,~'tensions '-- 2 " LF.- '$' 416.00' ILF I $ 832.00 l0 '$ <br /> 16 Ductile Iro. n. Fittings 12975 iLBS $ 1.15 /LBS I $ 3,421.25'3270) $ 3,760,50 <br /> <br />I <br />! <br />I' <br />! <br /> <br />Total Bid Schedule "B"- Watermain <br /> <br />50,593.65 $ 48,762.15 <br /> <br />BID SCHEDULE "C" - STORM SEWER <br /> Estimated Contracl Unit <br /> Item Description Quantity Price Contract Amount Us,'d to Date Extension <br /> <br />t7 15" F~P (CL5) (0'-8' Depth) -- i1~5 'ILF $ 20.70 /L~ j $ '3,622.50 175 $ 3,622.50 <br />18 15" RCP (CLS} (8'-10' O~pth) 1i4¢ LF $.20'70 /LF $ " 3,042.90 159 $ 3,291.30 <br />19 !18" RCP (CL5) (14'-16' Depth) 12 LF $ 22.60 ILF $ ,.. 271.20 0 $ <br />20' 24" RCP (CL3) (10'-12' Dept~) 250 LF' $ '28.70 /L~' $ 6,675.00 250 $ 6,675.00 <br />21 15'Di'a. ConcreteP'ug - [2 'EA $ '79.00 /EA $" i58.002 $ 158.00 <br />22 ConsirucI CB-MH 48" Di'a. (0'-8') 12EAE,~,' $ 1,338.00 lEA $ 2','676.8'0 4 $ 5,352.00 <br />23' Construe, 2' X"~, ~B (0'. 8') ~ 12 $ 852.00 lEA $ 1,704.00 0 $ <br />24 IExt_ra. Depth Manhole 4,~" DIA. (>8) t2.4 tLF $ 77.00 ILF i $ 184.80 J2.4 '$' ' 184.80 <br /> <br />Total 8id Schedule "C" * Storm Sewer $ 18,334.40 $ 19,283.60 <br /> <br />I <br />! <br /> <br />BID SCHEDULE "D" ROAD CONSTRUCTION <br /> Contract Unit <br /> Item Description Price Contract Amount Used to Date Extension <br /> <br /> 25 )Remo,~e Bituminous Pavement 1650 LS'~' $ 1.5o /~Y $ 975.00 1000 $ 1,500.00 <br /> 26 ISaw Bituminous Pavement 120 ~ 2.00 /LF $ 40.00 0 $ <br /> ~."7 iConcrete Curl~'& Gutter, Oesign 8-618 920 ' !LF $ "7.4'5 /'L'F $ 6,854.00 920 $ 6,854.00 <br /> EA -$ ~88.75 lEA $ 577.50 0 " '$ <br /> 28 ITriangular Valley Gutter Sections 260 <br /> 29 7,, Concreie Valley Guitar LF $ · 19.95 .IL? $ ;~,197.00 0 $ <br /> 30 Aggregate Base, Class 5 ' -' !1517* T(~N $ 8.213 TON $ 12,439.40 119(~ $ 9,807.20 <br /> 31' tType 418ituminou~ Wear Cour.~e 275* TQN~ $ 29.15 TON' $ 8,016.25 303.81 ""'$ -8,850.23 <br /> 3_2 )Type 31 Bituminous Base Course !345' TON '$ 28.00 TON $ 9,660.00 403.3 $ j~1,29~.40 <br /> 33 Bit. Matedal for TacY, Coat 120 GAL $ 1.50 GAl'" $ 30.00 20' ' $ 30.00 <br />34 !Sodc~ing, Lawn & 8oule.vard Yyp~ " 15'00 SC..~ $ 2.00 '~y $ 3,000.'00 0 $ <br />I~35 tTopsoi' Borrow('LV) ' . 85 $ 1.00 ,CY $ 85.00 02 $ <br />~67: 'iCon~rete Curb&Gutter" 220 LCFY S !5.75 LF $ 3,465.00,79 , '4,39'4.2'5' <br /> tCon~mon Exc'avation - ' 1380 $ 2.80 ~CY $ 780.00 ¢380 $ -' 76'0.00' <br /> <br />Total Bid Scheaule "D" - Read Construction <br /> <br />$ 47,099.1> $ 43,488.08 <br /> <br />I' <br />i <br />'1 <br />I <br /> <br /> * Per C.O. No. 1,2 <br /> and Field Changes <br /> <br />-130- <br /> <br />Page 4 <br /> <br /> <br />