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Pay Appilmdon for 4th Street Sldo lk (5M A- .28th C-1)
<br />IRC PROJECT NO. 1049
<br />Pay App 6
<br />SCHEDULED VALUE
<br />PREVIOUS APPLICATION
<br />THIS PERIOD
<br />TOTALCOMPLETED,
<br />%
<br />MATERIALS
<br />BALANCETOFI!ISH
<br />I nem No. V
<br />QTY
<br />P -4
<br />)RED
<br />Amount':'
<br />(MOBILIZATION
<br />101-1
<br />IS
<br />1
<br />339,340,0039.340.00
<br />1.00
<br />39,340.00
<br />0.00_39,340,00
<br />I.DO
<br />1
<br />100.00%
<br />0. 00
<br />0.00
<br />0.00D_
<br />102.1
<br />MAINTENANCE OF TRAFFIC
<br />I Ls
<br />I
<br />60.609.00
<br />60,609b0
<br />1.00
<br />60,609.00
<br />0.00
<br />'.OD
<br />60,609.00
<br />IOolw%
<br />0.00
<br />0.00
<br />0.00
<br />102.99
<br />PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY
<br />1 PD
<br />120
<br />25.00
<br />3,000.00
<br />I oloo
<br />0.00
<br />DOG
<br />0.00
<br />0.00
<br />0.00%
<br />0.00
<br />120,00
<br />3,000.00
<br />04-1
<br />E ROSION AND WATER POLLUTION CONTROL
<br />LS
<br />I
<br />25,530ZD
<br />25�530.00
<br />1.00
<br />25,530.00
<br />DOD
<br />1.00
<br />25.530.OD
<br />I0OV0%
<br />0.00
<br />0.00
<br />CLEARING AND GRUBBING
<br />LS
<br />1
<br />20,320.00
<br />20,320.00
<br />1.00
<br />20,320.00
<br />ODO
<br />1.00
<br />20,320,00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />110-7-1 IMAILBOX (REMOVE AND RESET, SINGLE)
<br />EA
<br />I
<br />12
<br />1
<br />11,01
<br />22.00
<br />1,440,OD
<br />0,OD
<br />12,00
<br />1,440.00
<br />100.00%
<br />0,00
<br />0-
<br />120-1 1 REGULAR EXCAVATION
<br />CY I
<br />456
<br />I 21.96
<br />10,013.76
<br />456.00
<br />10,013.76
<br />ODD
<br />1 456.00
<br />10,013,76
<br />1 100.00%
<br />I 0.00 I
<br />0.00
<br />0.00
<br />12"
<br />EMBANKMENT (COMPACTED IN PLACE)CY
<br />�TURNOUT J
<br />331
<br />24. 00
<br />7.944.00
<br />345,94
<br />8,3W.16
<br />0.00
<br />345,84
<br />8,300.16
<br />104,48%
<br />0,00
<br />-14.94
<br />-356.16
<br />2W2
<br />CONSTRUCTION -ASPHALT
<br />TN
<br />41
<br />196.00
<br />9,016.00
<br />I 34.46 I
<br />6.754.16 I
<br />0.00
<br />1 34.46
<br />6,754.16
<br />74.91%
<br />I 0.00 I
<br />11.54
<br />2,261.94
<br />1 400-011 lCONCRETE, CLASS NS, GRAVITY WALL
<br />I CY
<br />4.5
<br />600.001
<br />2,700.00
<br />0.00
<br />0.00
<br />ODO
<br />0.00
<br />040
<br />0.00%
<br />0.00 f
<br />4.50 I
<br />2,700.00
<br />400-1-2 (CONCRETE, CLASS 1, ENDWALLS
<br />CY
<br />21
<br />565.00 1
<br />11,865.00
<br />21.00
<br />11.865.00
<br />j1I
<br />ODO_jjI
<br />21.00
<br />11,865.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />425-1-521 INLETS, DT SOT, TYPE Q, <IV
<br />EA
<br />S-
<br />1 11715.001
<br />8,575.00
<br />1 5,00 1
<br />8,575.00 r
<br />0.00 t
<br />5.00
<br />8,575.00
<br />100.00%
<br />0.D0
<br />OkO
<br />SAID
<br />425-2411 MANHOLES, P-7,00'
<br />EA
<br />3
<br />1 2382.00
<br />7,1146.00
<br />I 3.00 I
<br />7,146.00
<br />I ODD
<br />3.00
<br />7,14640
<br />100.00%
<br />0.00 I
<br />040
<br />O.DD
<br />425-2-71 MANHOLES, 1-7,<30'
<br />EA
<br />1
<br />1 2,662.00
<br />2,662.00
<br />1.00
<br />2,662.00
<br />0.00
<br />1.
<br />I 2,66200
<br />I00,00%
<br />0.00 I
<br />0.00
<br />0.00
<br />430-174.112 PIPE CULVERT, ROUND, 12" SO (CUP)
<br />11 Ij
<br />4S
<br />36.381
<br />1,637,10
<br />42.00
<br />1,527.96 I
<br />0.00
<br />42.00
<br />1,527.96
<br />93.33%
<br />0.00 I
<br />3'00
<br />109.14
<br />430-174,111A PIPE CULVERT, ROUND, Il" SO (RCP)
<br />LF I
<br />16
<br />46.00 1
<br />736.00
<br />16.00
<br />736.00
<br />Doo I
<br />16.00
<br />736.00
<br />100.00%
<br />I 0.00
<br />0.00
<br />0.00
<br />430-174-118
<br />PIPE CULVERT, ROUND, 18- SO (CMP)
<br />I
<br />-90
<br />1 --001
<br />-
<br />I
<br />UP
<br />336000'
<br />,0
<br />1960.00
<br />oloo
<br />90, 00
<br />3,96000
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />430-174-IISA
<br />PIPE CULVERT, ROUND, 18" SO (RCP)
<br />LF
<br />4
<br />94.'30
<br />377,20
<br />D00, 1
<br />0.00
<br />0100 I
<br />0.00
<br />0.00
<br />0,0034
<br />0.00 I
<br />4b0
<br />377.20
<br />430-114-124
<br />PIPE CULVERT, ROUND, 24'$D{RCP}
<br />LF
<br />16
<br />53A6
<br />855.36
<br />8.00
<br />427.68
<br />00.008.00
<br />427.68
<br />8.00
<br />427.68
<br />PIPE CULVERT, OTHER SHAPE, ELUP/ARCH, IS" SO (CMP)
<br />430174-215
<br />LF
<br />78
<br />3-
<br />8.00
<br />2,964.00
<br />78,00
<br />2.964.00
<br />0.00
<br />78.00
<br />2,964.00
<br />100.00%
<br />0.00
<br />0.00
<br />0.00
<br />I(17NIS")
<br />PIP E CULVERT, OTHER SHAPE, ELUP/ARCH, 18" SO (CMP)
<br />I
<br />I
<br />-0,00
<br />430_174_218 (21,xls") ,
<br />LF
<br />SS
<br />4S,001
<br />3,82540
<br />85.0D
<br />3.825.00
<br />85,00
<br />I 3.825.00
<br />100.00%
<br />I 0.00
<br />1100
<br />-
<br />IMITERED
<br />END SECTION, OPTIONAL OTHER-ELUP/ARCH, 15'
<br />I
<br />1
<br />L4�-�5 84-623
<br />so
<br />EA
<br />2
<br />1,205.00
<br />2,410.00
<br />2.00
<br />Z410.00
<br />0.00
<br />2.00
<br />2,410,00
<br />100,00%
<br />0.00
<br />Dan
<br />0.00
<br />IM
<br />ITERED END SECTION, OPTIONAL OTHER-EWP/ARCH, 18-
<br />1
<br />430-994-625
<br />EA
<br />1
<br />1.315.001
<br />1,31S40
<br />140
<br />1,315,00
<br />0.00
<br />1,315.00
<br />100.00%
<br />0.00
<br />11
<br />15D
<br />515-2-311 PEDESTRIAN/BICYCLE RAILING, ALUMINUM ONLY, 42", TYPE
<br />LF
<br />168
<br />88.001
<br />14,784.00
<br />108,00
<br />9,504.00
<br />0.00
<br />L1.00
<br />08.00
<br />9,504.00
<br />6419%
<br />SAID
<br />60.00
<br />5,0.00
<br />280.00
<br />522-2CONCRETE,
<br />SIDEWALKS AND DRIVEWAYS, 6" THICK
<br />LTECTABLE
<br />SI
<br />t
<br />4.050
<br />35.901
<br />144,990,00
<br />4,050,00
<br />144,990,00
<br />0.00
<br />4.050,00
<br />144.990.00
<br />100.40%
<br />0.00
<br />0.00
<br />0.00
<br />IS
<br />WARNINGS
<br />SF
<br />648 1
<br />45.21 1
<br />29,296,08
<br />1 548.00
<br />24,775.08
<br />DOD
<br />548.00
<br />1 24,775.08
<br />84.57-A
<br />0.00 I
<br />100.00 1
<br />4,521.00
<br />�24
<br />1 570-1-2 IPERFORMANCE TURF, SOD (MATCH EXISTING)
<br />SY I
<br />10,000 1
<br />2.601
<br />26.00040
<br />5.858.11 1
<br />15.231.09
<br />0.00
<br />5.858.11
<br />1 15.23109
<br />58.58%
<br />0.00 1
<br />4,141.89 1
<br />10,768.91
<br />
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