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FINAL Pay Estimate
<br />2020 PUMA STREET IMPROVEMENTS
<br />SAP 199-109-007
<br />CITY OF RAMSEY
<br />CITY PROJECT NO. 20-04
<br />BMI PROJECT NO. R12.121681
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<br />COMPLETED TO DATE -71
<br />ESTIMATED ESTIMATED
<br />QUANTITY AMOUNT
<br />1.00 LUMP SUM $24,333.10
<br />1,630.00 LIN FT $1,304.00
<br />. 240.00 LIN FT $696.06
<br />4,380.00 SQ YD $9,855.00
<br />16.00 SQ YD $72.00
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<br />1.00 LUMP SUM $52,305,65
<br />2,574.03 TON $32,690.18
<br />146.61 TON $14,199.18
<br />544.77 TON $39,768.21
<br />671.71 TON $42,552.83
<br />1.00 EACH $1,265.15
<br />1.00 EACH $975.05
<br />650.00 LIN FT $40,917.50
<br />536.00 LIN FT $21,600.80
<br />233.00 LIN FT $9,564.65
<br />100.00 LIN FT $5,055.00
<br />1.00 EACH $77.45
<br />1.00 EACH $339.40
<br />2.00 EACH $12,517.80
<br />2.00 EACH $9,089.50
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<br />1,057.00 LIN FT $81,336.15
<br />1,753.00 POUND $10,167.40
<br />2.00 EACH $3,609.20
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<br />38.65 LIN FT $9,140.731
<br />20.95 LIN FT $8,941.46
<br />16.15 LIN FT $6,789.46
<br />12.00 LIN FT $3,348.00
<br />10.00 CU YD $1,269.50
<br />780.00 SO FT $7,683.00
<br />2,435.00 LIN FT $38,107.71
<br />50.00 SQ YD $4,750.00
<br />113.00 SQ FT $4,520.00
<br />1.00 LUMP SUM $2,600.001
<br />0.00 LUMP SUM $0.00
<br />8.00 EACH $752.40_
<br />PREVIOUS ESTIMATE
<br />ESTIMATED ESTIMATED
<br />QUANTITY AMOUNT
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<br />1 LUMP SUM $24,333.10 1 LUMP SUM $24,333.10
<br />1050 LIN FT $840.00 1630 LIN FT $1,304.00
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<br />240 LIN FT $696.00 240 LIN FT $696.00
<br />4380 SQ YD $9,855.00 4380 SQ YD $9,855.06
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<br />16 SQ YD $72.00 16 SQ YD $72.00
<br />3700 CU YD $38,665.00 3700 CU YD $38,665.00
<br />125 CU YD $793.75 0 CU YD $0.00
<br />190 TON $1,843.00 0 TON $0.00
<br />1 LUMP SUM $52,305.65 1 LUMP SUM $52,305.65
<br />2980 TON $37,846.00 2574.03 TON $32,690.18
<br />190 TON $18,401.50 146.61 TON $14,199.18
<br />605 TON $44,165.00 544.77 TON $39,768.21
<br />755 TON $47,829.25 671.71 TON $42,552.83
<br />1 EACH $1,265.15 1 EACH $1,265.15
<br />1 EACH $975.05 1 EACH $975.05,
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<br />1 EACH $6,258.90 2 EACH $12,517.80
<br />1 EACH $4,544.75 2 EACH $9,089.50
<br />2 EACH $1,944.70 2 EACH $1,944.70
<br />2 EACH $2,670.80 2 EACH $2,670.80
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<br />1 EACH $4,985.95 1 EACH $4,985.95
<br />1 EACH $4,985.94 1 EACH $4,985.95,
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<br />25 LIN FT $1,462.50 20 LIN FT $1,170.00
<br />1050 LIN FT $80,797.50 1057 LIN FT $81,336.15
<br />1770 POUND $10,266,00 1587 POUND $9,204.60
<br />2 EACH $3,609.20 2 EACH $3,609.20
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<br />39 LIN FT $9,223.50 38.65 LIN FT $9,140,73
<br />22 LIN FT $9,389.60 20.95 LIN FT $8,941.46
<br />17 LIN FT $7,146.80 16.15 LIN FT $6,789.46
<br />8.2 LIN FT $2,287.80 12 LIN FT $3,348.00
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<br />118 SQ FT $4,720.00 113 SQ FT $4,520.00
<br />1 LUMP SUM $2,600.00 1 LUMP SUM $2,600.00_
<br />1 LUMP SUM $0.01 0 LUMP SUM $0.00:
<br />8 EACH $752.40 8 EACH $752.40
<br />AS BID
<br />ESTIMATED ESTIMATED
<br />QUANTITY AMOUNT
<br />650 LIN FT $40,917.50
<br />540 LIN FT $21,762.00
<br />235 LIN FT $9,646.75
<br />100 LIN FT $5,055.00
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<br />2 EACH $3,094.10
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<br />2410 LIN FT $37,716.50
<br />48 SQ YD $4,560.00
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<br />MOBILIZATION
<br />PAVEMENT MARKING REMOVAL
<br />REMOVE CURB AND GUTTER
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE CONCRETE WALK
<br />COMMON EXCAVATION (P) (EV)
<br />SUBGRADE EXCAVATION (EV)
<br />GRANULAR BORROW
<br />DEWATERING
<br />AGGREGATE BASE CLASS 5 MODIFIED
<br />TYPE 9.5 WEARING COURSE MIX (3,C) (TRAIL)
<br />TYPE 9.5 WEARING COURSE MIX (3,C) (ROADWAY)
<br />TYPE 12.5 NON WEARING COURSE MIX (3,C) (ROADWAY)
<br />24" RC PIPE APRON
<br />TRASH GUARD FOR 241" PIPE APRON
<br />8" PVC PIPE SEWER SDR 26
<br />15" RC PIPE SEWER DESIGN 3006 CLASS III
<br />18" RC PIPE SEWER DESIGN 3006 CLASS III
<br />24" RC PIPE SEWER DESIGN 3006 CLASS III
<br />8" PIPE PLUG
<br />CONSTRUCT BULKHEAD
<br />CONNECT TO EXISTING SANITARY MANHOLE (CORE & BOOT)
<br />CONNECT TO EXISTING WATER MAIN
<br />ADJUST GATE VALVE & BOX
<br />6" GATE VALVE & BOX
<br />8" GATE VALVE & BOX
<br />12" GATE VALVE & BOX
<br />16" GATE VALVE & BOX
<br />HYDRANT (8.5' BURY)
<br />HYDRANT (9.0' BURY)
<br />6" WATERMAIN DUCTILE IRON CL 53
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />12" WATERMAIN DUCTILE IRON CL 52
<br />16" WATERMAIN DUCTILE IRON CL 52
<br />WATERMAIN FITTINGS
<br />CASTING ASSEMBLY (SANITARY)
<br />CASTING ASSEMBLY (STORM)
<br />ADJUST FRAME AND RING CASTING
<br />CONSTRUCT SANITARY SEWER MANHOLE
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC 1
<br />CONSTRUCT 8" INSIDE DROP
<br />RANDOM RIPRAP CL III
<br />6" CONCRETE WALK
<br />CONCRETE CURB & GUTTER DES 6618
<br />7" CONCRETE VALLEY GUTTER
<br />TRUNCATED DOMES
<br />TRAFFIC CONTROL
<br />STABILIZED CONSTRUCTION EXIT
<br />STORM DRAIN INLET PROTECTION
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<br />15 2501.602
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<br />25 2504.602
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