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66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET)
<br />IRC PROJECT moJoIDmo:o5mvoo1uunm
<br />CHANGR ORDER No. 2
<br />Description of Itemized Changes
<br />iWil'il..2.:-,fr.:W,..)Z:'.,'IL��131::
<br />hiidi
<br />:;',TAA-ii8���..-.14iet;1littiiire
<br />�)-?Xeiii.tWEula;
<br />334 -1'13A
<br />SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP -
<br />12.5)(1 75") i
<br />11.469
<br />SY
<br />8.20
<br />94.045.80
<br />334'1'13C
<br />ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP -
<br />9a)(1.25")
<br />3,271
<br />SY
<br />6 6
<br />21.58D60
<br />3341'13D
<br />ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP -
<br />9.5>
<br />1.561.84
<br />TN
<br />100 00
<br />156,184 00
<br />339-1
<br />MISCELLANEOUS ASPHALT PAVEMENT
<br />8.68
<br />TN
<br />140 00
<br />1,215.20
<br />350'1-1
<br />PLAIN CEMENT CONCRETE PAVEMENT 6"
<br />310 67
<br />SY
<br />28.00
<br />8,698.76
<br />400-0'11
<br />CONCRETE CLASS NS, GRAVITYWALL
<br />15.84
<br />CY
<br />500.00
<br />7.920D0
<br />400'1'2
<br />CONCRETE CLASS 1, ENDWALLS
<br />2.39
<br />CY
<br />630.00
<br />1.505.70
<br />400-1-2
<br />CONCRETE CLASS 11, ENDWALLS
<br />43.50
<br />CY
<br />710.00
<br />30,885 00
<br />415-1-1
<br />REINFORCING STEEL, ROADWAY
<br />5,391 00
<br />LB
<br />1.00
<br />5.391.00
<br />425-1-351
<br />INLETS, CURB, TYPE ''P'5^.^10'
<br />1
<br />EA
<br />3,700 00
<br />3.700.00
<br />425-1-362
<br />INLETS, CURB, TYPE ^P'6''.^10'
<br />1
<br />EA
<br />5.000.00
<br />5,000 00
<br />425-1-521
<br />lNLETG.DITCH BOTTOM (TYPE ''C'')<1V'
<br />7
<br />EA
<br />1.750.00
<br />12,250 00
<br />425-2-41
<br />MANHOLES, P-7, <10'
<br />2
<br />EA
<br />2,000 00
<br />4.000D0
<br />425-2-71
<br />MANHOLES, J-7, <10'
<br />2
<br />EA
<br />3.400.00
<br />6,800 00
<br />430'174'112
<br />PIPE CULVERT, RCP, ROUND 12'GuCD
<br />88
<br />LF
<br />28.00
<br />2,464 00
<br />430-174-124
<br />PIPE CULVERT, RCP, ROUND 24'G/CD
<br />398
<br />LF
<br />44 00
<br />17.512.00
<br />430'174'130A
<br />PIPE CULVERT, RCP, ROUND 30'G/CD
<br />10
<br />LF
<br />50 00
<br />500 00
<br />430'174'1308
<br />PIPE CULVERT, CAP, ROUND 3O^S/CD
<br />110
<br />LF
<br />84 00
<br />9.240.00
<br />430'174'136
<br />PIPE CULVERT, RCP, ROUND 38''G/CD
<br />4
<br />LF
<br />64 00
<br />256.00
<br />430'174'148
<br />PIPE CULVERT, RCP, ROUND 48^S/CD
<br />82
<br />LF
<br />99 00 •
<br />8.118.00
<br />430'174-160
<br />PIPE CULVERT, RCP, ROUND 80^G/CD
<br />80
<br />LF
<br />173.00
<br />13.840.00
<br />430'175-118&
<br />PIPE CULVERT, RCP, ROUND 18^O»CD
<br />37
<br />LF
<br />43.00
<br />1.591D0
<br />430'175-118B
<br />PIPE CULVERT, CAP, ROUND 18'G/CD
<br />5
<br />LF
<br />82.00
<br />410.00
<br />430-175-184
<br />PIPE CULVERT, RCP, ROUND 84"GxCD
<br />4
<br />LF
<br />288.00
<br />1.152.00
<br />*30'175'236A
<br />PIPE CULVERT, CAP, EL|PT|CAL, 36''G/CD
<br />3
<br />LF
<br />500.00
<br />1,500 00
<br />430'175'236B
<br />PIPE CULVERT, RCP, EL|PT|CAL, 36''S/CD
<br />16
<br />LF
<br />180.00
<br />2.880.00
<br />Internet Itemized Schedule -0545
<br />00310-3
<br />98
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