|
ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />OTT. UNIT PRICE
<br />THIS PERIOD
<br />0TV. TOTAL PRICE
<br />TOTAL TO DATE
<br />OTT, TOTAL PRICE
<br />42
<br />2573.530
<br />INLET PROTECTION)WIMCO)
<br />EACH
<br />300
<br />590.00
<br />000
<br />50.00
<br />3.00
<br />5270.00
<br />43
<br />2573.530
<br />INLET PROTECTION (STRUCTURE 780 CASTING)
<br />EACH
<br />3.00
<br />550.00
<br />0.00
<br />50.00
<br />3.00
<br />5270.00
<br />44
<br />2523.602
<br />INLET SEDIMENT REMOVAL
<br />EACH
<br />0.00
<br />53000
<br />0.00
<br />$0.00
<br />600
<br />5180.00
<br />45
<br />2573.607
<br />ROADWAY ROCK CHECK DAM
<br />CY
<br />30.00
<br />537.00
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />46
<br />2575.513
<br />MULCH 0.14108141. TYPE SPECIAL.
<br />CY
<br />10.00
<br />550.00
<br />0.00
<br />50.00
<br />10.00
<br />550000
<br />47
<br />2575,532
<br />FERTILIZER 5T1PE 24122 -24)
<br />LBS
<br />70,00
<br />50.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />48
<br />2575.553
<br />COMPOST GRADE2
<br />CY
<br />20.00
<br />518.00
<br />0.00
<br />50.00
<br />10.00
<br />5180,00
<br />49
<br />25755.604
<br />SEEDING (TYPE 270)
<br />SY
<br />1.010.00
<br />51.00
<br />000
<br />50.00
<br />713.00
<br />571300
<br />50
<br />2575.607
<br />LANDSCAPE ROCK
<br />CT
<br />10.00
<br />545.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />51
<br />SPEC
<br />GRADATION TEST
<br />EACH
<br />2.00
<br />595.00
<br />0.00
<br />5000
<br />1.00
<br />695.00
<br />52
<br />SPEC
<br />PROCTOR TEST
<br />EACH
<br />4.00
<br />59500
<br />0.00
<br />5000
<br />1.00
<br />$95.00
<br />53
<br />SPEC
<br />DENSITY TEST
<br />EACH
<br />000
<br />565.00
<br />0.00
<br />$0.00
<br />4.00
<br />526000
<br />Sh
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />AIR VOIDS TEST
<br />EACH
<br />EACH
<br />0.00
<br />4.00
<br />565.00
<br />5150.00
<br />200
<br />1.00
<br />5130.00
<br />5150.00
<br />5.00
<br />100
<br />5325,00
<br />5150.00
<br />56
<br />SPEC
<br />CONCRETE TESTING, MINCERS (SET OF 3)
<br />EXTRACTION /GRADATION
<br />EACH
<br />EACH
<br />2,00
<br />4.00
<br />5220.001
<br />5175.00
<br />0.00
<br />1.00
<br />50.00
<br />5175.00
<br />2.00
<br />100
<br />5440.00
<br />5175,00
<br />57
<br />SPEC
<br />2105.501
<br />POND EXCAVATION (RAlI4WATER GAR DEN)
<br />CY
<br />2200
<br />522.00
<br />0 O
<br />50.00
<br />12.00
<br />526400
<br />16
<br />SCHEDULE 2.0- BRYAN AVENUE - TOTAL 56,072.25 573.530.55
<br />SCHEDULE 3,0- IONA LANE
<br />1
<br />2021,501
<br />MOBILIZATION
<br />LS
<br />100
<br />511400.00
<br />000
<br />50 OD
<br />1,00
<br />511400.00
<br />2
<br />2101,502
<br />CLEARING
<br />TREE
<br />2.0D
<br />.515000
<br />0.00
<br />$000
<br />1.00
<br />5150,00
<br />3
<br />2101507
<br />GRUBBING
<br />TREE
<br />200
<br />550.00
<br />000
<br />50,00
<br />200
<br />5100.00
<br />4
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />35.00
<br />5300
<br />0,00
<br />5000
<br />42,00
<br />5120.00
<br />5
<br />2104.501
<br />REMOVE SEWER PIPE(STORM).
<br />LF
<br />'54.00
<br />55,00
<br />000
<br />5000
<br />154.00
<br />5770.00
<br />6
<br />2104501
<br />REMOVE LANDSCAPE EDGER
<br />IS
<br />85.00
<br />5300
<br />000
<br />5000
<br />3800
<br />5114.00
<br />7
<br />2104.505
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />14000
<br />53.00
<br />000
<br />50.00
<br />8100
<br />524300
<br />8
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />3600.00
<br />51.80
<br />0.00
<br />5000
<br />3,680,00
<br />56624.00
<br />9
<br />2104.500
<br />REMOVE DRAINAGE STRUCTURE
<br />EACH
<br />3.00
<br />5250,00
<br />0.00
<br />50.00
<br />3.00
<br />5750.00
<br />10
<br />2104509
<br />RE MOVE HYDRANT AND VALVE
<br />EACH
<br />1.00
<br />53750D
<br />0.00
<br />50.00
<br />100
<br />5375.00
<br />11
<br />2104,511
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />145.00
<br />53.00
<br />0.00
<br />50.00
<br />105.00
<br />5315.00
<br />12
<br />2104.513
<br />SAW CUT SITUMINOUS{FULL DEPTH)
<br />LF
<br />90.00
<br />52,25
<br />000
<br />50.00
<br />107,00
<br />524075
<br />13
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />1400
<br />52000
<br />0.00
<br />5000
<br />14.00
<br />5280.00
<br />14
<br />2105501
<br />COMMON EX0AVAT0004 (P)
<br />CY
<br />134112
<br />51000
<br />0.00
<br />50.00
<br />103000
<br />510.300.00
<br />15
<br />2105.501
<br />POND EXCAVATION (RAlI4WATER GAR DEN)
<br />CY
<br />2200
<br />522.00
<br />0 O
<br />50.00
<br />12.00
<br />526400
<br />16
<br />2105.522
<br />SELECT GRANULAR 80000W (CVL
<br />CY
<br />1.300.00
<br />515.30
<br />003
<br />50.00
<br />1.82300
<br />527,89190
<br />17
<br />2105.525
<br />1096011 BORROW
<br />CY
<br />205.00
<br />5001
<br />52.00
<br />50.52
<br />372.00
<br />$3.72
<br />18
<br />2105.604
<br />GEOTEXTILE FABRIC
<br />SY
<br />372000
<br />52.00
<br />0.00
<br />50.00
<br />320700
<br />5641400
<br />19
<br />2123; 610.
<br />EXPLORATORY DIGGING
<br />(HOUR
<br />12.00
<br />525000
<br />0.00
<br />1 .75
<br />5437.50
<br />20
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />100000
<br />61.30
<br />000
<br />5000
<br />0.00
<br />50.00
<br />21
<br />2211.501
<br />AGGREGATE BASE CLASS 5, ROAD
<br />TON
<br />1.80000
<br />59.60
<br />0.0050.00
<br />155248
<br />_51;49036?
<br />22
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />35.00
<br />55.00
<br />13.00
<br />565.00
<br />13.00
<br />565.00
<br />1 23
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE
<br />TON
<br />290.00
<br />567.50
<br />22080
<br />514.904.00
<br />220.80
<br />51490900
<br />24
<br />2350.501
<br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />40,00
<br />580.00
<br />0.00
<br />50.00
<br />25
<br />2350.502
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />400.00
<br />556.80
<br />0.00
<br />50.00
<br />36362
<br />520.65362
<br />20
<br />2502,541
<br />4" PERF PE PIPE DRAIN W /SOCK
<br />L9
<br />2,275,00
<br />52.25
<br />000
<br />50.00
<br />1806.00
<br />54.003.50
<br />27
<br />2503541
<br />15" RC PIPE SEINER DES 3006 CLV
<br />LF
<br />9200
<br />524.00
<br />000
<br />5000
<br />92.00
<br />52,20800
<br />28
<br />3503.541
<br />18'80 PIPE SEWER 0E63006. CUB
<br />LF
<br />6100
<br />525.00
<br />0.00
<br />$0.00
<br />61.00
<br />61,586.00
<br />29
<br />2503.G02
<br />00NNECTT0 EXISTING STORM 6
<br />EACH
<br />2.00
<br />5550.00
<br />0.00
<br />60,00
<br />2.00
<br />5110000
<br />30
<br />2503602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH
<br />2.00
<br />6050.00
<br />0.0D
<br />50.00
<br />3.00
<br />52,550.00
<br />31
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />2.00
<br />5200.00
<br />0,00
<br />50.00
<br />2.00
<br />5400.00
<br />32
<br />2504.602
<br />ADJUST CURB STOP BOX
<br />EACH
<br />2.00
<br />5100.00
<br />0.00
<br />5000
<br />0.00
<br />$0.00
<br />33
<br />2504.602
<br />INSTALL HYDRANT AND VALVE
<br />EACH
<br />1.00
<br />55.000.00
<br />0.00
<br />5000
<br />1,00
<br />85,000.00
<br />34
<br />2504,602
<br />6" GATE VALVE AND BOX
<br />2.00
<br />52,400.00
<br />0.00
<br />50.00
<br />000
<br />5000
<br />35
<br />2506.502
<br />CONST DRAINAGE STRUCTURE 0650611 SPECIAL 24X36"
<br />EACH
<br />2.00
<br />51.20000
<br />0,00
<br />50,00
<br />200
<br />51400.00
<br />36
<br />2506502
<br />CONS' DRAINAGE STRUCTURE DESIGN 40.4020
<br />1.00
<br />6165000
<br />0.0D
<br />5000
<br />100
<br />61,650.00
<br />37
<br />2506.622
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />3.00
<br />5475.00
<br />0.00
<br />50.00
<br />2.00
<br />5950.00
<br />2505.602
<br />RE CONSTRUCT DRAINAGE STRUCTURE
<br />EACH
<br />2.00
<br />51,050.00
<br />0.00
<br />30.00
<br />2.00
<br />52,100.00
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 6618
<br />LF
<br />2.06500
<br />69.05
<br />0.00
<br />$0.00
<br />204500
<br />518.507.25
<br />2531.507
<br />CONCRETE DRIVEWAY APRON (6' THICK)
<br />SY
<br />140.00
<br />636.45
<br />0.00
<br />6000
<br />124.00
<br />54519.80
<br />2531507JCONCRETE
<br />DRIVEWAY APRON (8'THICKj
<br />SY
<br />13,00
<br />547.70
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2531507
<br />CONCRETE DRIVEWAY PAVEMENT6 "THICK)
<br />SY
<br />14500
<br />03645
<br />0.00
<br />5000
<br />05.00
<br />53,462.75
<br />fl 2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />14.00
<br />555.00
<br />00D
<br />50.00
<br />1400
<br />5812.00,
<br />4
<br />
|