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February 3, 1999 <br />Honorable Mayor & City Council <br />City of Ramsey <br />15153 Nowthen Blvd. N.W. <br />Ramsey, MN 55303-6197 <br /> <br />PAY ESTIMATE NO. 3 (FINAL) <br /> <br />RE: Sanitary Sewer, Watermain, Storm Sewer and Street Construction, Improvement Project 98-18 <br />Contractor: Julian M. Johnson Construction <br />Contract Amount: $192,485.90** <br />Award Date: September 9, 1998 <br />Completion Date: June 1, 1999 <br /> <br />Dear Council Members: <br /> <br />The following work has been completed on the above referenced project by (Contractor): <br />Bid Schedule "A" - SANITARY SEVVER - BUSINESS PARK 95 FIFTH ADDITION <br /> Estimated Unit Used <br />Item Description Quantity Price to Date Extension <br /> 1 j 2621.5A ;8" PVC SDR 35 (all depths) i 730!LF <br /> 2! 2621.5B 48" Diameter Manhole w/Casting (0' 1o 8') i 3EA $1,000.001EA i 3 <br /> 3! 2621.5B '.Excess Manhole Depth 48" Diameter (over8') i 7'.LF <br /> ........... -- <br /> 51 !Connect to Existing Sanitary Sewer i 1 iLS <br /> <br />$14.00iLF i 750 iLF $10,500.001 <br /> !EA $3,00O 00 <br />$80.00iLF i11.2 iLF $896.001 <br /> ........... ....... ........... <br /> <br />Total Bid Schedule "A" * $14,871.00 <br /> <br />Bid Schedule "B" - WATERMAIN - BUSINESS PARK 95 FIFTH ADDITION <br />Item Description Quantity Pdce to Date Extension <br /> li 2611.5A i8"DIPCL52 i 930 iLF $17.00iLF 930 iLF $15,~-.~-J <br /> 21 2611.5A 16"DIPCL52 i 190 iLF $16.00iLF 190 iLF $3,040.00i <br /> ~ l iEA $600.001FA 1 iFA $600 00J <br /> i 1 !EA $1,500.001EA I ;EA $1,500.00~ <br /> i 1 EA $1,000.00i EA 1.0 iEA <br /> L ...... 2i:LE .... ----$-3- -3-0 · 00- J.-L-F .......... __2 <br /> L2.,Zgo__~L_E~_. 2'~.ooj~_t.~ ...... _2~,poo iL~ 22,000.001 <br /> i I!LS $1,600.00!L8 1 iLS $1,600.001 <br /> <br /> 3i 2611.5B !8" G.V. wNalve Box <br /> 4~ 2611.5B !6" G.V. wNalve Box <br />........ ~'!"'~'i"~'~'5'E~-'iFurnish & Install H__ydrant <br /> 6i 2611,5E i lnstall Salvaged Hydrant <br /> 7i 2611.5E ;Hydrant Extensions <br /> 8i 2611.51 ;Ductile & Gray Iron Fittings <br /> <br />Total Bid Schedule "B" $28,790.00 <br /> <br />Bid Schedule "C" -STORM SEWER - BUSINESS PARK 95 FIFTH ADDITION <br />Item Description Quantity Pdce to Date Extension <br /> li 2621.5A i12" Storm Sewer (all depths) 40 iLF $13.00iLF 39 iLF $507.00 <br /> $15.00iLF <br /> $16.50]~'F- <br /> <br />i 2 2621.5A i15" Storm Sewer (all depths) 50 !LF <br />! 31 2621.5A ;18" Storm Sewer (all depths) 435'~!LF <br />!~ .......... ~'i'-~'i~'i':~A-'i'~;I.-'~'"§t 0'7~'-S'~-FG¥i'~'~jJi~ s-~ .....~L-~- <br /> <br />~ 51 2621.5A i30" Storm Sewer (all depths) 310 iLF <br /> <br />6 2621.5A 36" Storm Sewer (all depths) <br /> <br />8! 2621.5A !36" Plug <br />9J 2621.5^ i12" P,ug <br /> <br /> 11 2621.5H 130" RCP Apron w/Trashguard <br />........ ~'~- "~[J~"i~ '~ STD Manhole- 48" <br /> <br />8 ;~LF <br /> <br />$22.001LF <br /> <br />$29.00iLF <br /> <br />$39.00iLF <br /> <br />$90.00!EA <br /> <br />51 iLF $765.00 <br />428 iLF 27,062.00 <br />247 iLF $5,434.00 <br /> <br />312 iLF $9,048.00 <br />46 iLF $1,794.00 <br />1 iEA $90.00 <br /> <br />i iFA <br />I i, EA $260.00iEA 1 iF-.A $260.00 <br />2~EA <br /> <br />1 ~EA <br /> <br />2621.58 'STD Manhole - 54" 2 :EA <br /> 21EA <br /> <br />$85.0mEAi ~ !FA $85.00 <br />$240.00iFAi 1 iFA 2240.00 <br />$750.00iEAi 1 iFA $750.00 <br />$1 100.001EA i 3 iFA $3,300.00 <br />$1,350.001EA i ~ ~ <br />$1,650.00iEA 2 iEA _~3~O_O_.O_OJ <br /> <br />I iFA $1,000.00!FA 1 iF-A $1,000.00l <br /> <br />i .......... _1_.,~.l 2621.5B jSTD Manhole 60" <br />; 15~ 2621.5C Standard Calchbasin (2 X 3) <br /> <br />~1-61 2621.51 :Riprap CL IV w/Geotextile Fabric <br /> <br />15 iCY <br /> <br />$40.001CY <br /> <br />15 iCY $600.00i <br /> <br /> **PER CHANGE ORDER NO. 2 <br /> Total Bid Schedule "C" $36,935.00 <br /> Bid Schedule "D" - STREETS - BUSINESS PARK 95 FIFTH ADDITION <br />!!~.m_ .................... E~ (~.$_c.r_i.p.!i_ _°?- ................................................ ._Quantity Price to Date Extension <br /> <br />i 21 2104.505 'Pavement Removal 100 SY $3.00iSY 125 iSY $375.00 <br />....... .~i"~i-~,~;~'l'~-'~v-~u'~-~ul'~-D-e-p~ ................. [ 240 ;LF $3.50 LF 150 iLF $525.00 j <br /> <br />i 5. 2101.506 Grubbing i 1.5 :AC $2,500.00iAC 1.5 iAC $3,750.00 <br /> <br />! ........ 64...2J_05._'0.01 :Common Excavation (Plan Quantity 10,000 CY)i I:LS $17,440.00iLS 1.00 !LS $17,440.00 <br /> 7[ 2211.501 ClassbAggregale :1,600 T $6.801T 1,700 iT $11 560.00 <br /> <br />'. 9:2331.508 Bit. Wear Course Type 41 ~ 440 T $28.70iT . 440 iT <br /> 10, 2357.502 Bit. Tack Coat ~ 250 GA $1.00iGA 250 GA $250.00 <br /> <br />FILE Share~ExcelU;~arn$ eyVa3152 ~¥ xls <br />SF~EET PAY ~TIMAT~ #3/FI/VAL] Page <br /> <br /> <br />