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PRELIMINARY ENGINEER'S ESTIMATE
<br />LOCAL PARTNERSHIP PROGRAM APPLICATION
<br />RIVERDALE DRIVE EXTENSION
<br />CITY OF RAMSEY, MN
<br />NON -PARTICIPATING
<br />WATERMAIN
<br />jNTITY AMOUNT
<br />0
<br />0
<br />,
<br />61
<br />{/}
<br />0
<br />o�
<br />00
<br />t/}
<br />REMOVE BITUMINOUS PAVEMENT 4,100 SQYD $4.00 $16,400.00 4,100 $16,400.00
<br />COMMON EXCAVATION (P) (EV) 11,810 CU YD $12.00 $141,720.00 11,810 $141,720.00
<br />AGGREGATE BASE CLASS 5 11,900 TON $16.00 $190,400.00 11,900 $190,400.00
<br />BITUMINOUS PAVEMENT (ROADWAY AND TRAIL) 6,600 TON $75.00 $495,000.00 6,600 $495,000.00
<br />CONCRETE CURB & GUTTER DES B618 9,300 LIN FT $14.00 $130,200.00 9,300 $130,200.00
<br />RC PIPE APRON 2 EACH $2,000.00 $4,000.00 2 $4,000.00
<br />SANITARY SEWER MANHOLE W/ CASTING 16 EACH $7,850.00 $125,600.00 16 $125,600.00
<br />CONNECT TO EXISTING WATER MAIN 2 EACH $2,000.00 $4,000.00 2 $4,000.00
<br />0
<br />0
<br />00
<br />t/}
<br />0
<br />0
<br />o
<br />M
<br />c-I
<br />t/}
<br />$446,400.00
<br />0
<br />0
<br />0
<br />t/}
<br />EROSION CONTROL AND SITE STABILIZATION 1 LUMP SUM $64,000.00 $64,000.00 1 $64,000.00
<br />SEEDING 8 ACRE $12,500.00 $100,000.00 8.00 $100,000.00
<br />PAVEMENT STRIPING 4,800 LIN FT $7.00 $33,600.00 4,800 $33,600.00
<br />ci
<br />O
<br />i
<br />Nc
<br />O
<br />Q1
<br />M
<br />6,200
<br />2,500
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<br />F
<br />ROADWAY STORM SEWER SANITARY SEWER
<br />TOTAL
<br />TEM ESTIMATED UNIT UNIT PRICE TOTAL AMOUNT QUANTITY
<br />QUANTITY
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<br />00
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<br />4,500
<br />ci
<br />PARTICIPATING
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<br />$86,240.00
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<br />5,000
<br />OO
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<br />00
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<br />$48,000.00
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<br />ON
<br />,—I
<br />if,
<br />$12,500.00
<br />$140,000.00 0.48
<br />$40,000.00 0.48
<br />00
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<br />$446,400.00
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<br />in
<br />$12,500.00
<br />OOO
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<br />us
<br />in-
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<br />O
<br />O
<br />(OO
<br />in-
<br />O
<br />O
<br />$72.00
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<br />tMr/}
<br />$140,000.00
<br />$40,000.00
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<br />O
<br />',I'd
<br />O
<br />O
<br />Ln
<br />$25.00
<br />LUMP SUM
<br />EACH
<br />SQ FT
<br />LUMP SUM
<br />LUMP SUM
<br />CU YD
<br />LIN FT
<br />EACH
<br />CU YD
<br />LIN FT
<br />EACH
<br />EACH
<br />EACH
<br />LIN FT
<br />POUND
<br />H
<br />Cr
<br />Ln
<br />ci
<br />00
<br />150
<br />5,000
<br />3,900
<br />OS
<br />Ql
<br />M
<br />6,200
<br />2,500
<br />ci
<br />ci
<br />4,500
<br />c-I
<br />O
<br />DEWATERING
<br />PEDESTRIAN CURB RAMPS
<br />SIGN PANELS TYPE C
<br />CHANNNEL & POND EXCAVATION
<br />STORM SEWER RC PIPE
<br />DRAINAGE STRUCTURE W/ CASTING
<br />RANDOM RIPRAP CL III
<br />PAVEMENT MARKINGS
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />PVC PIPE SEWER
<br />CONNECT TO EXISTING SANITARY MANHOLE
<br />6" GATE VALVE & BOX
<br />HYDRANT
<br />WATERMAIN DUCTILE IRON
<br />WATERMAIN FITTINGS
<br />ROUNDED TOTAL AMOUNTS
<br />
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