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ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS:
<br />133 ADDITIONAL COMPENSATION NEEDED IF FUNDING
<br />AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 14000.00
<br />TOTAL ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS:
<br />CHANGE ORDER NO. 1
<br />1 CLAIM 1 (WO #3629)
<br />2 CLAIM 2 (WO #5346)
<br />3 CLAIM 3 (WO #4215)
<br />4 REMOVE CONCRETE CURB AND GUTTER (TYPE III AND IV
<br />STREETS)
<br />5 CONCRETE CURB AND GUTTER (TYPE III AND IV
<br />STREETS)
<br />6 REMOVE CONCRETE CURB AND GUTTER (TYPE V
<br />STREETS)
<br />7 CONCRETE CURB AND GUTTER (TYPE V STREETS)
<br />8 CEASING ARRA REQUIREMENTS
<br />9 HYDROSEEDING IN LIEU OF WOOD FIBER BLANKET
<br />1
<br />Amount
<br />to Date
<br />$3,915.00
<br />$960.00
<br />$576.00
<br />$1,710.00
<br />$600.00
<br />$216,639.30
<br />$2,000.00
<br />$285.00
<br />$0.00
<br />$320.00
<br />$1,200.00
<br />$3,894.00
<br />$2,400.00
<br />$18,720.00
<br />$16,016.00
<br />$4,900.00
<br />$340.00
<br />$270.00
<br />$2,160.00
<br />$0.00
<br />$44.00
<br />$1,585.00
<br />$11,310.00
<br />$1,520.00
<br />$6,240.00
<br />$19,876.00
<br />$157.00
<br />$1,158.00
<br />$3,132.00
<br />$97,527.00
<br />$14,000.00
<br />$14,000.00
<br />LS
<br />1
<br />829.14
<br />Contract
<br />Unit Current
<br />Quantity
<br />No.
<br />Item
<br />Unit
<br />Quantity
<br />Price Quantity
<br />to Date
<br />105
<br />4" CONCRETE SIDEWALK
<br />SY
<br />130
<br />27.00
<br />145
<br />106
<br />TRUNCATED DOME PANEL
<br />SF
<br />12
<br />40.00
<br />24
<br />107
<br />TOPSOIL BORROW (LV)
<br />CY
<br />150
<br />18.00
<br />32
<br />108
<br />SODDING, LAWN TYPE
<br />SY
<br />1000
<br />5.00
<br />342
<br />109
<br />STREET SWEEPER (PICKUP BROOM W /OPERATOR)
<br />HR
<br />10
<br />80.00
<br />7,5
<br />-0.38
<br />TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE,
<br />GRANGE
<br />VIEW, BRIAN WAY, BRIAN
<br />DRIVE, AND FOX RUN AREAS:
<br />PART 4 - BACKYARD DRAT14AGE IMPROVEMENTS -
<br />BRIAA
<br />DRIVE, 73RD STREET, AND QUEBEC
<br />STREET AREAS:
<br />110
<br />CLEAR AND GRUB AND REMOVE LANDSCAPE - BRIAN
<br />DRIVE AREA
<br />LS
<br />1
<br />2000.00
<br />1
<br />111
<br />REMOVE TREE - QUEBEC STREET AREA
<br />EA
<br />4
<br />95.00
<br />3
<br />112
<br />SALVAGE AND REINSTALL IRRIGATION LINES
<br />LF
<br />200
<br />3.00
<br />113
<br />SALVAGE AND REINSTALL IRRIGATION HEADS
<br />EA
<br />10
<br />80.00
<br />4
<br />114
<br />SALVAGE AND REINSTALL FENCE
<br />LF
<br />775
<br />10.00 45
<br />120
<br />115
<br />DITCH EXCAVATION
<br />LF
<br />110
<br />33.00
<br />118
<br />116
<br />CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING
<br />STORM SEWER PIPE, INCL. R- 1642 -B CSTG AND CONC
<br />r'DJ RING5
<br />EA
<br />1
<br />2400.00
<br />1
<br />117
<br />6 PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40,
<br />WITH COARSE FILTER AGGREGATE AND GEOTEXTILE
<br />WRAP - QUEBEC STREET AREA
<br />LF
<br />800
<br />24.00
<br />780
<br />118
<br />6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40,
<br />WITH COARSE FILTER AGGREGATE AND GEOTEXTILE
<br />WRAP - BRIAN DRIVE AREA
<br />LF
<br />515
<br />28.00
<br />572
<br />119
<br />6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40,
<br />WITH COARSE FILTER AGGREGATE AND GEOTEXTILE
<br />WRAP - 73RD STREET AREA
<br />LF
<br />175
<br />28.00
<br />175
<br />120
<br />6" PVC 90 DEGREE BEND
<br />EA
<br />7
<br />20.00
<br />17
<br />121
<br />6" X 6" PVC TEE
<br />EA
<br />10
<br />30.00
<br />9
<br />122
<br />6" PVC CLEANOUT
<br />EA
<br />2
<br />240.00
<br />9
<br />123
<br />6" YARD DRAIN
<br />EA
<br />12
<br />140.00
<br />124
<br />6" RODENT CAP
<br />EA
<br />2
<br />22.00
<br />2
<br />125
<br />5 BLACK POLYETHYLENE LAWN EDGING
<br />LF
<br />300
<br />5.00
<br />317
<br />126
<br />1 1/2" WASHED RIVER ROCK
<br />CY
<br />100
<br />60.00
<br />188.5
<br />127
<br />CLASS III RANDOM RIPRAP
<br />CY
<br />16
<br />80.00
<br />19
<br />128
<br />TOPSOIL BORROW (LV)
<br />CY
<br />45
<br />30.00
<br />208
<br />129
<br />SODDING, LAWN TYPE
<br />SY
<br />2500
<br />4.00
<br />4969
<br />130
<br />FINAL GRADING AND SHAPING BACKYARDS - 73RD
<br />STREET AREA
<br />SY
<br />450
<br />1.00
<br />157
<br />131
<br />FINAL GRADING AND SHAPING BACKYARDS - QUEBEC
<br />STREET AREA
<br />SY
<br />1150
<br />1.00
<br />1158
<br />132
<br />FINAL GRADING AND SHAPING BACKYARDS - BRIAN
<br />DRIVE AREA
<br />SY
<br />900
<br />1.00
<br />3132
<br />TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS -
<br />BRIAN DRIVE, 73RD STREET, AND
<br />QUEBEC STREET AREAS:
<br />ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS:
<br />133 ADDITIONAL COMPENSATION NEEDED IF FUNDING
<br />AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 14000.00
<br />TOTAL ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS:
<br />CHANGE ORDER NO. 1
<br />1 CLAIM 1 (WO #3629)
<br />2 CLAIM 2 (WO #5346)
<br />3 CLAIM 3 (WO #4215)
<br />4 REMOVE CONCRETE CURB AND GUTTER (TYPE III AND IV
<br />STREETS)
<br />5 CONCRETE CURB AND GUTTER (TYPE III AND IV
<br />STREETS)
<br />6 REMOVE CONCRETE CURB AND GUTTER (TYPE V
<br />STREETS)
<br />7 CONCRETE CURB AND GUTTER (TYPE V STREETS)
<br />8 CEASING ARRA REQUIREMENTS
<br />9 HYDROSEEDING IN LIEU OF WOOD FIBER BLANKET
<br />1
<br />Amount
<br />to Date
<br />$3,915.00
<br />$960.00
<br />$576.00
<br />$1,710.00
<br />$600.00
<br />$216,639.30
<br />$2,000.00
<br />$285.00
<br />$0.00
<br />$320.00
<br />$1,200.00
<br />$3,894.00
<br />$2,400.00
<br />$18,720.00
<br />$16,016.00
<br />$4,900.00
<br />$340.00
<br />$270.00
<br />$2,160.00
<br />$0.00
<br />$44.00
<br />$1,585.00
<br />$11,310.00
<br />$1,520.00
<br />$6,240.00
<br />$19,876.00
<br />$157.00
<br />$1,158.00
<br />$3,132.00
<br />$97,527.00
<br />$14,000.00
<br />$14,000.00
<br />LS
<br />1
<br />829.14
<br />1
<br />$829.14
<br />LS
<br />1
<br />106.00
<br />1
<br />$106.00
<br />LS
<br />1
<br />770.65
<br />1
<br />$770.65
<br />LF
<br />2000
<br />4.00
<br />686
<br />$2,744.00
<br />LF
<br />2000
<br />14.00
<br />686
<br />$9,604.00
<br />LF
<br />1000
<br />4.00
<br />800
<br />$3,200.00
<br />LF
<br />1000
<br />14.00
<br />800
<br />$11,200.00
<br />LS
<br />1
<br />- 3000.00
<br />1
<br />($3,000.00)
<br />SY
<br />950
<br />-0.38
<br />831
<br />($315.78)
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