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BID SCHEDULE "A" - SANITARY SEWER
<br />
<br />Description
<br />
<br /> PAY ESTIMATE ¢3
<br /> CITY OF RAMSEY
<br /> 141sT AVENUE ST. N.W.
<br />UTILITY AND STREET IMPROVEMENTS
<br />IMPROVEMENT PROJECT NO. 035
<br />Phase I1
<br />
<br />Estimated Contract Unit
<br />Quantity Price Contract Amount
<br />
<br />item Extension
<br />I i8" PVC (SOR-35) (0'-8') ILF $ lt.85 I/LF $ 1,777.50 i $ 1,777.50
<br /> 2 !8" PVC (SOR-35)(8'-10') 1105 ILF $ 1,3.85 i/LF $ 1,454.25 1175 iS 2,423.75
<br /> 3 18" X 6" Service Wye (SDR-26) i4 IF_A S 57.0o IlEA $ 228.00 i4
<br /> t6" PVC (SDR-26) Service Pipe !128 !LF S 1,721.60
<br />
<br />1t50
<br />
<br />!6" PVC cap i4 lEA
<br />
<br />6 ie"PVC cap
<br />i48" D~amemr Mannole wlF?'ame and
<br />7 ICastings (0 to 8') I IEA
<br />
<br /> 13.45 I/LF
<br /> 12.30 ilEA
<br /> 17.35 lEA
<br />
<br />1,412.00 /EA
<br />
<br />Used to Date
<br />
<br />1150
<br />
<br />1149
<br />
<br />s 49.20 14 Is; 49.20 j
<br />S; 17.35 11 iS; 17.35I
<br />, 1,4,2.001 Is 1,412.00 1
<br />
<br />Total Bid Schedule "A" - Sanitary Sewer
<br />
<br />BID SCHEDULE "B" - WATERMAIN
<br />
<br /> Estimated
<br />item Description Quantity
<br />
<br /> 8 IConnect to'Fkisting WM w/10"xl6"
<br /> ,Tapping Sleeve and Valve 1 FA,
<br /> 9 }6" DIP Watermam (Class 52) 186
<br /> 10 t10" OIPWatermain (Class 52) !1',350 ILF
<br /> 11 !Directional Drill 10" PE (SDR;11) 185
<br />
<br />12 i6" Gate Valve & Box !6 !EA
<br />
<br />13 110" Gate Valve & Box !I iFA
<br />
<br />t4 IHydrant t2 iEA
<br />15 IHydrant Extensions 12 tLF
<br />[ 16 iDuctiie Iron Fittings t2975 tLBS_
<br />
<br />Contract Unit
<br />Price Contrac[Amount Used to D,q[e Extension
<br />
<br />$ 2,300.00 //LEAF $ 2,300.00 1110 .$ 2,300.00
<br /> 14 1,5 I $ 1,216.90 i S 1,558.50
<br /> 19.35 /LF i $ 26,122.50 1289 J $ 24,942.15
<br /> 417.00 I/LF' IS; 9,945.00 185 I $ 9,945.00
<br /> 450.00 IlEA ] $ 2,700.00 p 15 1,350.00
<br />
<br />852.00 lEA $ 852.00 12 I$ 1,704.00
<br />1,6o2.oo lEA , $ 3,204.00 i2 t S 3,204.00
<br /> 416.00 /LF.. iS 832.00 10 I $
<br /> 1.15 /LBS $ 3,421.25 13270 I $ 3,760.50
<br />
<br /> $ 50,$93.65 $ 48,762.15
<br />
<br />s
<br />
<br />Total Bid Schedule "B" - Watermain
<br />
<br />BID SCHEDULE "C". STORM SEWER
<br /> Estimated
<br /> Item [Description Quantity
<br />
<br />' Contract Unit
<br />Price Contract Amount Used to Dam
<br />
<br />Extension
<br />
<br />17 115" RCP (CLS) (0'-8' Depth) 1175 ILF
<br />1'8 !15" RCP (CLS) (8'-10' Depth)
<br />
<br />20.70 J/LF [ $ 3,622.50 j175
<br />
<br /> 12
<br />20 124" RCP (CL3) (10'-12' Depth) [250 LF
<br />_2! t15" Dia. Concrete Plug 12 " EA
<br />
<br /> 1147 ILF S 20.70
<br />19 j18" RCP (CLS) (14L16' Depth} S 22.60
<br /> $ 26.70
<br />
<br />24 iExtra Depth Manhole 48" DIA. (>8)
<br />
<br />22 Construct CB-MH 48" Dia. (0'-8') 12 'iEA
<br />23 C0n~ct 2'X 3' CB (0'- 8') 22.! ILFIEA
<br />
<br />Total Bid Schedule "C" - Storm Sewer
<br />
<br />$ 79.00
<br />
<br />$ 1,338.00
<br />
<br />!/bF__ Is
<br />J/EA l$ 158.0oj2
<br />I/~.A I s 2,676.00.14
<br />
<br />$ 3,622.50
<br />
<br />$ 3,291.30
<br />
<br />271.20 10 $
<br />6,675.00 3250 $ 6,675.00
<br /> $ 158.00
<br />
<br />$ 5,352,00
<br />
<br /> 852.00 I/FA IS 1,704.00 JO $
<br /> 77.00 i/LF iS 184.80 12.4 $ 184.80
<br />
<br /> $ 18,334.40 $ 19,283.60
<br />
<br />Contract Unit
<br />Price Contract Amount Used to Date Extension
<br /> I$ 975.00 1000 $ 1,500.00
<br /> l$ 40.00
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<br />BID SCHEDULE "D" ROAD CONSTRUCTION
<br />
<br /> Item Description
<br /> 25 iRemove Bituminous Pavement i650 tSY
<br /> 26 ISaw Bituminous Pavement 120 iLF
<br />
<br />2.7 iConcrete Curb & Gutter, Design B-6i8 j920 iLF
<br />
<br />28 !Triangular Valley Gutter Sections 12 lEA
<br />
<br /> t.5o IISY
<br /> 2.00 /LF
<br />
<br />~..~ !(~_ _A
<br />
<br />29 i7" Concrete Valley Gutter
<br />~'0 ' IAggregate Base, Class 5 11517' iTON
<br />31 Type. 47 5ituminous Wear Course J275' ITON
<br />32 Type 31 Bituminous Base Course
<br />33 IBit. Material CDr Tad< Coat
<br />34 iSodding, Lawn & Boulevard Type i1500 iSY /
<br />35_ fTopso, Borrow, ¢.v) ~ Icy I
<br />38' ~Concrete Cdrb & Gutter ~220 LF '
<br />37' tCommon Excavation {380
<br /> cY
<br />
<br />Total Bid Schedule "O" - Road Construction
<br />
<br />i $ 6,854.00
<br />
<br />577.50
<br />
<br />19.95 I/LF i $
<br />8.20.[TON I$
<br />29.~5 ITON IS
<br />28.00 TON $
<br />t.5o GAL $
<br />2.oo !SY $
<br /> ~.oo I'c'~' , $
<br />
<br />920
<br />
<br />8,016.25
<br />
<br />$ 6,854.00
<br />
<br /> 1,197.00 0
<br />12,439.40 tO89 $ 81~29.80
<br /> 0 $
<br />
<br />9,660.00 2072
<br /> 30,00
<br />
<br />$ 7,616.00
<br />
<br /> s
<br />3,000,00 JO ~ $
<br />85.00 ' $
<br />
<br />15.75 iLF !$ 3;465.00
<br />2.00tCY I$ 760.00
<br />
<br />lO
<br />1219
<br />
<br />$ 3,449.25
<br />$
<br />
<br />$ 4'7,099.1 ~ $ 28,349.05
<br />
<br />-162-
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<br />Page 4
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