2009-11-23 CC Packet - Laserfiche WebLink

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Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 96 AGGREGATE BASE, CLASS 5 TN 950 15.00 33.06 533.06 $7,995.90 97 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 75 22.00 54 115 $2,530.00 98 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 30 82.00 10 $820.00 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 575 61.00 100 $6,100.00 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 48.00 800 800 $38,400.00 101 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 875 1.75 500 500 $875.00 102 CONCRETE CURB AND GUTTER LF 750 14.00 1494 $20,916.00 103 CURB REINFORCEMENT BARS, NO. 4 LF 300 0.50 20 180 $90.00 104 6" CONCRETE PEDESTRIAN RAMP SY 10 41.00 10 10 $410.00 105 4" CONCRETE SIDEWALK SY 130 27.00 120 120 $3,240.00 106 TRUNCATED DOME PANEL SF 12 40.00 12 12 $480.00 107 TOPSOIL BORROW (LV) CY 150 18.00 32 32 $576.00 108 SODDING, LAWN TYPE SY 1000 5.00 $0.00 109 STREET SWEEPER (PICKUP BROOM W /OPERATOR) HR 10 80,00 2 $160.00 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: $141,756.49 PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: 110 CLEAR AND GRUB AND REMOVE LANDSCAPE - BRIAN DRIVE AREA 15 1 2000.00 1 $2,000.00 111 REMOVE TREE - QUEBEC STREET AREA EA 4 95.00 3 3 $285.00 : 112 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 3.00 $0.00 113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 80.00 $0.00 114 SALVAGE AND REINSTALL FENCE LF 775 10.00 $0.00 115 DITCH EXCAVATION LF 110 33.00 $0.00 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING STORM SEWER PIPE, INCL. R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 2400.00 1 $2,400.00 117 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - QUEBEC STREET AREA LF 800 24.00 780 518,720.00 118 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - BRIAN DRIVE AREA LF 515 28.00 72 572 516,016.00 119 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - 73RD STREET AREA LF 175 28.00 175 $4,900.00 120 6" PVC 90 DEGREE BEND EA 7 20.00 8 5160.00 121 6" X 6" PVC TEE EA 10 30.00 50.00 122 6" PVC CLEANOUT EA 2 240.00 8 51,920.00 123 6" YARD DRAIN EA 12 140.00 50.00 124 6" RODENT CAP EA 2 22.00 2 544.00 125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 5.00 317 51,585.00 126 1 1/2" WASHED RIVER ROCK CY 100 60.00 88.5 188.5 511,310.00 127 CLASS III RANDOM RIPRAP CY 16 80.00 4 19 51,520.00 128 TOPSOIL BORROW (LV) CY 45 30.00 108 208 56,240.00 129 SODDING, LAWN TYPE SY 2500 4.00 1921 57,684.00 130 FINAL GRADING AND SHAPING BACKYARDS - 73RD STREET AREA SY 450 1.00 157 5157.00 131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC STREET AREA SY 1150 1.00 1158 51,158.00 132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN DRIVE AREA SY 900 1.00 500 5500.00 TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: $76,599.00 ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: 133 ADDITIONAL COMPENSATION NEEDED IF FUNDING AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 14000.00 1 $14,000.00 TOTAL ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: $14,000.00 61609170REQ7.bs