|
SCHEDULE 1.0- OEMONTAVENUE
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />54945.00
<br />000
<br />50.00
<br />1.0D
<br />54,915.00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />17
<br />100.00
<br />52.00
<br />0.00
<br />90.00
<br />730,00
<br />51,460,00
<br />3
<br />2232501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />707500
<br />50.80
<br />000
<br />5000
<br />7075.00
<br />55.66000
<br />4
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />1900.00
<br />957.45
<br />6.50
<br />5373.43
<br />1725.48
<br />599 128.83
<br />5
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />400
<br />9125.00
<br />0.00
<br />50.00
<br />1.00
<br />5125.00
<br />6
<br />2508.516
<br />CASTING ASSEMBLY
<br />EACH
<br />1,00
<br />542500
<br />0.00
<br />50.00
<br />300
<br />91275.00
<br />7
<br />8
<br />25 06 522
<br />2531.501
<br />ADJUST FRAME AND RING CAST LNG
<br />CONCRETECUR6 GUTTER DESIGN 6518
<br />TRAFFIC CONTROL
<br />EACH
<br />LF
<br />LS
<br />24.00
<br />100.00
<br />100
<br />31580
<br />92,500,00
<br />0.00
<br />0,00
<br />5000
<br />30.00
<br />60.00
<br />1900
<br />73000
<br />1.00
<br />53,3
<br />51226400
<br />52,500,00
<br />9
<br />2563,601
<br />10
<br />2576,604
<br />SEE01NG
<br />SY
<br />60.00
<br />5200
<br />000
<br />50.00
<br />280.00
<br />5500.00
<br />11
<br />2582.501
<br />RR CROSSING EPDXY
<br />EACH
<br />2.00
<br />5300.00
<br />0.00
<br />50.00
<br />200
<br />5600,00
<br />12
<br />2582.502
<br />4' SOLID YELLOW EPDXY
<br />24" STOP LINE WH156 -EPDXY
<br />LF
<br />1.0
<br />7,500.00
<br />112.00
<br />50,40
<br />54.20
<br />0.00
<br />0.00
<br />50.00
<br />5000
<br />14.376.00
<br />30.00
<br />5575040
<br />5126.00
<br />13
<br />2562,502
<br />SCHEDULE 1.0- DEAIONT AVENUE -TOTAL 9373.43 5137.719.23
<br />SCHEDULE 2.0 DESOTO STREET
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />100
<br />52850.00
<br />0,00
<br />30.00
<br />100
<br />52,650.00
<br />2
<br />2104.505
<br />REMOVE CONCRETE CURB AND GUTTER
<br />L0
<br />250.00
<br />32.00
<br />0.00
<br />50.00
<br />366.00
<br />5736.00
<br />3
<br />2231.609
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />225.00
<br />315.80
<br />000
<br />5000
<br />0.00
<br />50.00
<br />4
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />3000.00
<br />50.80
<br />0.00
<br />50.00
<br />3,000.00
<br />92400.00
<br />5
<br />2350.501
<br />TYPE 0494 WEAR COURSE MIXTURE
<br />TON
<br />775.00
<br />557.80
<br />5.50
<br />8375 .70
<br />776.21
<br />544 064.9
<br />6
<br />2503602
<br />ADJUST VALVE BOX
<br />EACH
<br />200
<br />3125.00
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />7
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />10.00
<br />5225.00
<br />0.00
<br />50.00
<br />600
<br />91 350.00
<br />8
<br />2591501
<br />CONCRETE CURB GUTTER DESIGN 0618
<br />IS
<br />260.00
<br />516.50
<br />000
<br />60.00
<br />308.00
<br />56,072,00
<br />9
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />100
<br />5145000
<br />0.00
<br />50,00
<br />1.00
<br />01.450.00
<br />10
<br />11
<br />2573.53
<br />2575.604
<br />PROTECTION (WIMCO_
<br />SEEDING
<br />EACH
<br />SY
<br />150.00
<br />5140.00
<br />51,60
<br />0.00
<br />50.00__.__.
<br />60.00
<br />.000
<br />144.00
<br />50.00,
<br />5230.40
<br />12
<br />2583503
<br />CROSSWALK MARKING• EPDXY
<br />SF
<br />108.00
<br />5360
<br />000
<br />60,00
<br />105.00
<br />537000
<br />SCHEDULE 20- DESOTO STREET TOTAL 9375,70 560.131,34
<br />1
<br />2021.501
<br />SCHEDULE 3.0 -COSTA LANE
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52800.00
<br />000
<br />30.00
<br />1.00 1 3280000
<br />2
<br />2104,505
<br />REMOVE CONCRETE 0958 AND GUTTER
<br />LF
<br />750,00
<br />52.00
<br />000
<br />60,00
<br />530.00
<br />5106000
<br />3
<br />2231,604
<br />BITUMINOUS PATCH SPECIAL
<br />5Y
<br />675.00
<br />515.80
<br />0.00
<br />5000
<br />0.00
<br />5000
<br />2232501
<br />2350.501
<br />DILL BITUMINOUS PAVEMENT
<br />TYPE 0494 WEAR COURSE MIXTURE
<br />SY
<br />TON
<br />260000_,,,_,,,,,,_
<br />53000
<br />60.00
<br />55500
<br />6,50
<br />50.00
<br />537700
<br />260000
<br />529,09
<br />52.080.00
<br />63065722
<br />0
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />2.00
<br />612500
<br />0.00
<br />3000
<br />200
<br />925000
<br />7
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />6,00
<br />617500
<br />0.00
<br />6000
<br />5.00
<br />5875.00
<br />8
<br />2531,501
<br />CONCRETE CURB GUTTER DESIGN 8518
<br />LF
<br />LS
<br />750,00
<br />1,00
<br />616.50
<br />91,00000
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />530.00
<br />100
<br />58,745.00
<br />51,00000
<br />9
<br />2563.601
<br />TRAFF IC CONTROL
<br />10
<br />2573.53
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />4.00
<br />514000
<br />0,00
<br />50.00
<br />000
<br />50.00
<br />11
<br />2575604
<br />SEEDING
<br />59
<br />420.00
<br />61.80
<br />0,00
<br />50.00
<br />305.00 1 5554.40
<br />SCHEDULE 3.0- COSTA LANE TOTAL 5377.00 645 051.6
<br />SCHEDILE 4.0 WESTWIND DRIVE
<br />1
<br />2021,501
<br />MOBILIZATION
<br />16
<br />1.00
<br />52,500.00
<br />000
<br />50.00
<br />100
<br />52500.00
<br />2
<br />2104505
<br />REMOVE CONCRETE OURS AND GUTTER
<br />LF
<br />400.00
<br />9200
<br />000
<br />50.00
<br />848.00
<br />51696.00
<br />50.00
<br />3
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />1,000.00
<br />91580
<br />0.00
<br />50.00
<br />0.00
<br />4
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />2,550.00
<br />90.80
<br />000
<br />5000
<br />2.00
<br />51.60
<br />528.181.04
<br />5
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />560.00
<br />558.00
<br />15.80
<br />9916.40
<br />455.88
<br />6
<br />2504002
<br />ADJUST VALVE BOX
<br />EACH
<br />300
<br />512500
<br />0.00
<br />30,00
<br />100
<br />912500
<br />7
<br />2506,522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />4.00
<br />5200.00
<br />0.00
<br />50.00
<br />500
<br />91000.00
<br />513992.00
<br />8
<br />2531.501
<br />CONCRETE CURE GUTTER DESIGN 8650
<br />LF
<br />400.00
<br />516.50
<br />0,00
<br />5000
<br />845.00
<br />9
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />575000
<br />0.00
<br />50.00
<br />1.00
<br />6750.00
<br />10
<br />25735 3
<br />5NLET PROTECTION(WIMCO)
<br />EACH
<br />1,00
<br />514000
<br />0.00
<br />6000
<br />400
<br />556000
<br />tt
<br />2575,604
<br />SEEDING
<br />SY
<br />225.00
<br />51,80
<br />000
<br />50.00
<br />19100
<br />9343.80
<br />SCHEDULE 4.0 -WESTNIND DRIVE TOTAL 5916.40 549,149.44
<br />COMPLETION DATE.
<br />ORIGINAL:
<br />11515350:
<br />PARTIAL PAY ESTIMATE in
<br />FROM: 0clober24, 2009
<br />TO: March 3, 2011
<br />CONTRACTOR: TA. SCHIFSKY AND SONS
<br />ADDRESS: 2370 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2009 MILL OVERLAY
<br />AMOUNT 00 CONTRACT
<br />ORIGINAL: 5 390,99500
<br />REVISED: 5 481.990,74
<br />ITEM
<br />NO.
<br />SPEC.
<br />510.
<br />ITEM DESCRIPTION
<br />UNIT
<br />OTT. CONTRACT I THIS PERIOD
<br />tt. UNIT PRICE QTY. TOTAL PRICF.
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />2
<br />
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