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i PAY ESTi~3%TE 2
<br />Au~u~t 17, 1995
<br />Honogable Mayor-and Councilmembers
<br />CitViof Ramsey
<br />1516~ Nowthen Blvd. N~
<br />Ramsay, MI~ 55303
<br />
<br />R_E: SANITARY SEWER, WATERMAIN, STOR~4SEWERAND STREET CONSTRUCTION
<br /> BUSINESS PARK 95 ADDITION, CITY OF P. AMSEY IMPROg-EMENT PROJECT 95-11
<br /> Contractor: W.B. Miller, 16765 Nutria Street, Ramse¥, MN 55303
<br /> BID ~40UNT: $293,298.50
<br /> AW~J~D DATE: May 12, 1995
<br /> COMPLETION DATE: September 1, 1995
<br />
<br />DeariCouncilmembers:
<br />
<br />The following work has been completed on the above referenced
<br />project by W.B. Miller
<br />
<br />BID SCHEDD-LE hA" - SANITARY SEWER-BUSINeSS PARK 95 ADDITION
<br /> Estimated Used Unit
<br />Itemi Spec Ref Decscription Quantity To Date Price Extension
<br />
<br />A-1
<br />A-2
<br />A-3
<br />A-4
<br />A-5
<br />A-6
<br />A-7
<br />
<br />A~9
<br />A-10
<br />
<br /> i 2621.5A 8" PVC SDR 35 (all de~ths) 160 LF 160 LF $8.20 LF $1,312.00
<br /> 2621.5A 10" PVC SDR 35,10'-12 270 LF 250 LF $9.60 LF $2,400.00
<br /> i 2621.5A 10" PVC SDR 35, 12'-14' 370 LF 350 LF $9.70 LF $3,395.00
<br /> 2621.5A 10" PVC SDR 35,14'-16' 270 LF 250 LF $9.80 LF $2,450.00
<br /> 2621.5A 10" PVC SDR 35,16'18' 160 LF 150 LF $9.90 LF $1,485.00
<br /> 2621.5B 48" Diameter Manhole w/Casting (0'8') 5 EA 5 EA $985.00 EA $4,925.00
<br /> 2621.5B Excess Manhole Depth 48" Dia.(over 8') 44 EA 40 EA $55.00 EA $2,200.00
<br /> 2621.5G Special Pipe Fittings 10"-8" PVC Wye 4 EA 4 EA ~83.00 F~A $332.00
<br /> 2621.5G 8" Plug 5 EA S EA 10.00 EA $50.00
<br /> Adust Existing Sanitary Sewer Manhole 4 EA 4 EA $250.00 EA $1,000.00
<br />TOTD~ BID SCT{EDULE "A" $19,549.00
<br />
<br />BID ~C~EDULE "B" WATEPJ~AIN - BUSINESS P;uRK 95 ~%DDtTIONEstimated Used Unit
<br />Item Spec Ref Description Quanity To Date Price Exgension
<br />
<br />B-1 i 2611.5A 10" DIP CL51 1720 LF 1776 LF $15.50 LF $27,528.00
<br />B-2 2611 5A 8" DIP CL52 1480 LF 1340.5 LF ~13.50 LF $18,096.75
<br />B-3 160 LF 176.5 LF 11.45 LF
<br /> 2611.5A 6" DIP CL53 $2,020.93
<br />B~4 Jack 10" DIP CLS1 60 LF 60 LF $111.00 LF $6,660.00
<br />B~5 ] 2611.5B 10 G.V. w/Valve Box 5 EA 4 EA $625.00 EA $2~500.00
<br />B-6 i 2611.5B 8" G.V. w/ Valve Box 9 EA 9 EA $435.00 EA $3,915.00
<br />B-7 2611.5B 6"G.V. w/Valve Box 8 EA 8 EA $310.00 EA $2,480.00
<br />B-8 2611.5B 12" G.V. w/Valve Box 2 EA 2 EA $1,190.00 EA $2,380.00
<br />B-9 ! 2611.5E Hydrant 8 EA 8 EA $1,050.00 EA $8,400~00
<br />B-10 2611.51 Ductile &Grav Iron Fittinqs 6000 LB 5500 LB $0.61 LB $3,355.00
<br />B-11 2611.5K 100% Crushed ~LS, Mn/DOT 3138 10 T t0 T $14.00 T $140.00
<br />
<br /> TOT .A~ BID SCT{EDULE "B" WATERJ~AIN $77,475.68
<br />
<br /> BID
<br /> "C" STOP~4 SEWER - BUSINESS PARK 95 ADDITION
<br /> ~CHEUDLE Estimated Used Unit
<br />
<br />12" RCP CLS (all depths!
<br />15" RCP CL5 (all depths!
<br />18" RCP CL3 (all depths~
<br />21" RCP CL3 (all depths!
<br />24" RCP CL3 (all depths!
<br />30" RCP CL3 (al% depths;
<br />12" RCP Apron w~Tran~guar~
<br />21" RCP Apron w~Tras~guard
<br />24" RCP Apron w~Trasnguard
<br />30: RCP Apron w/Trashguard
<br />Std. Manhole - 48"
<br />
<br /> $14.50 LF Ii,059.00
<br />C~2 ! 2621.5A 400 LF 395 LF $15.70 LF ,201.50
<br />C-3 2621.5A 670 LF 564 LF $17.30 LF ,757.20
<br />C~4 2621.5A 40 LF 42 LF $19.50 LF $819.00
<br />C~S 2621.5A 620 LF 572 LF $21.40 LF $12,240.80
<br />C~6 2621.5A 350 LF 350 LF $30.75 LF $10,762.50
<br />C-7 i 2631.5H 2 ~A 2 EA $550.00 EA $1,100.00
<br />C~6 , 2621.5H 1 EA i EA $735.00 EA $735.00
<br />C-9 i 2621.5H 2 EA 0 EA $825.00 EA $0.00
<br />C-lO i 2621.5H lEA lEA $1,100.00 EA $1,100.00
<br />C-il i 262!.5B 6 EA 6 EA $875.00 EA $5,250.00
<br />C~12 i 2621.5B std. Manhole - 60" 3 EA 3 EA $1.535.00 EA $4,605.00
<br />C-13 i 2621.5C Standard Catchbasin 3 EA 3 EA . $560.00 EA $1,680.00
<br />C-14 ~i 2621.51 Riprap CL3 w/Geotextile Fabric 10 C"f 5 CY $30.00 CY $150.00
<br />C-15 i Pond Excavation 2000 CY 6 CY $0.50 CY $3.00
<br /> TOTAL BID SC/4ELrDLE "C" STORM SEWER $56,463.00
<br />
<br /> BID !SC~HEDULE "D" STREETS ~ BUSINESS P~-RK 85 ADDITION
<br /> ! Estimated Used
<br /> Ite~ Spec Ref Description Quantity To Date Unit Price Extension
<br />D-{---i ...... Common Excavation (streets) 5200 CY 5000 CY $1.25 CY $6,250.00
<br />D-2 28 RS 28 RS $175.00 RS $4,900.00
<br />
<br /> i 2112.501 S_ubgrade Preparation
<br />D-3 2211.501 Class 5 Aggregate
<br />D-4 2331.508 Bit. Base Course Type 31
<br />D-5 2331.508 Bit. Wear course Type 41
<br />D-6 2531.501 B-618 Concrete Curb & Gutter
<br />D-7 , Manhole Casting Adjustment
<br />D-8 I Valve Adjustment
<br />D-9 i 2331 Bituminous Tack Coat
<br />D-10 ~i~ 2575 Fertilizer, Seed & Mulch
<br /> TOT~L BID SCHEDULE "D" STREETS
<br />
<br />3800 T 3725.4 T $5.55 T $20,675.97
<br />2040 T 1900 T ~19.90 ~ $37,810.00
<br />1020 T 0 T 22 70 $0.00
<br />5400 LF 5509 LF $4.90 LF $26,994.10
<br />10 EA 0 EA $140.00 EA $0.00 ·
<br />8 EA 0 EA $130 00 EA Ii .00
<br />1200 GAL 0 GAL $1.00 GAL .00
<br /> 5 AC 0 AC $1,000.00 AC .00
<br /> $96,630.07
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