| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L020.00 | 1.76 | 3,956.000 | 6,962.56
|
EROSION CONTROL | m2 | 3,956.000 | 6,962.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.01 | 6.77 | 79.000 | 534.83
|
EROSION CONTROL, TYPE A | m2 | 79.000 | 534.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 25.88 | 593.000 | 15,346.84
|
WATER | kL | 593.000 | 15,346.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1030.00 | 5.09 | 11,845.000 | 60,291.05
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 11,845.000 | 60,291.05
|
| | 8,235.000 | 41,916.15
|
| | 3,715.000 | 18,909.35
|
| | |
|
0012 1701.24 | 68.04 | 11.500 | 782.46
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 11.500 | 782.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 7017.00 | 7.06 | 330.500 | 2,333.33
|
REMOVE GUARDRAIL | m | 330.500 | 2,333.33
|
| | 330.500 | 2,333.33
|
| | 48.850 | 344.88
|
| | |
|
GROUP 1 GRADING | | Contracted | 86,251.07
|
| | Current | 86,251.07
|
| | In place | 44,249.48
|
| | This Estimate | 19,254.23
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0014 P130.15 | 102.00 | 8.500 | 867.00
|
375 mm CULVERT PIPE, TYPE 3 | m | 8.500 | 867.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 0030.30 | 706.00 | 1.000 | 706.00
|
MOBILIZATION | LS | 1.000 | 706.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1043.50 | 5.00 | 22.200 | 111.00
|
RIPRAP FILTER FABRIC | m2 | 22.200 | 111.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 3016.62 | 38.83 | 135.800 | 5,273.11
|
155 mm CONCRETE CLASS 47B-20 BIKEWAY | m2 | 135.800 | 5,273.11
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 6105.02 | 41.18 | 15.680 | 645.70
|
ROCK RIPRAP, TYPE B | Mg | 15.680 | 645.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0605 6200.50 | 48.30 | 0.000 | 0.00
|
PAY CUT-OFF FOR CONCRETE PILING | m | 0.860 | 41.54
|
PAY CUT- OFF PHASE IIPAY CUT - OFF PHASE II | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4005 3075.46 | 38.75 | 0.000 | 0.00
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 3,058.410 | 118,513.39
|
230 mm Doweled Conc. Pvmt., 47B-25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4006 8029.04 | 5.15 | 0.000 | 0.00
|
AGGREGATE FOUNDATION COURSE 100 mm | m2 | 3,058.410 | 15,750.81
|
Foundation Course (100 mm) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4008 0030.01 | 1,575.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 1,575.00
|
Additional Mobilization (Concrete Pavement) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 7,602.82
|
| | Current | 143,483.55
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0020 P300.48 | 223.54 | 31.800 | 7,108.57
|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 31.800 | 7,108.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 P402.30 | 152.95 | 45.100 | 6,898.05
|
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 45.100 | 6,898.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 P700.15 | 182.36 | 30.100 | 5,489.04
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 30.100 | 5,489.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 0030.40 | 588.00 | 1.000 | 588.00
|
MOBILIZATION | LS | 1.000 | 588.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1043.50 | 8.24 | 12.000 | 98.88
|
RIPRAP FILTER FABRIC | m2 | 12.000 | 98.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4002.00 | 2.82 | 342.000 | 964.44
|
CAST IRON COVER AND FRAME | kg | 342.000 | 964.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4004.50 | 2.71 | 304.000 | 823.84
|
CAST IRON GRATE AND FRAME | kg | 304.000 | 823.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4035.00 | 133.00 | 2.000 | 266.00
|
REMOVE FLARED-END SECTION | EACH | 2.000 | 266.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4050.01 | 31.77 | 170.000 | 5,400.90
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 170.000 | 5,400.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4100.06 | 964.75 | 0.400 | 385.90
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 0.400 | 385.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4105.59 | 717.69 | 24.100 | 17,296.33
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 24.100 | 17,296.33
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4107.50 | 753.00 | 1.400 | 1,054.20
|
CLASS 47B-20 OR AX-20 CONCRETE FOR SPLASH BASIN | m3 | 1.400 | 1,054.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4150.00 | 1.88 | 29.000 | 54.52
|
REINFORCING STEEL FOR HEADWALL | kg | 29.000 | 54.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4154.50 | 1.76 | 33.500 | 58.96
|
REINFORCING STEEL FOR SPLASH BASIN | kg | 33.500 | 58.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4155.50 | 1.88 | 783.500 | 1,472.98
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 783.500 | 1,472.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4200.48 | 6,189.00 | 1.000 | 6,189.00
|
1200 mm AUTOMATIC FLOOD CONTROL GATE | EACH | 1.000 | 6,189.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4310.48 | 1,059.00 | 1.000 | 1,059.00
|
1200 mm FLARED-END SECTION | EACH | 1.000 | 1,059.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6105.02 | 41.00 | 6.100 | 250.10
|
ROCK RIPRAP, TYPE B | Mg | 6.100 | 250.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 55,458.70
|
| | Current | 55,458.70
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0 | | |
|
0041 4151.00 | 1.41 | 16,292.000 | 22,971.72
|
REINFORCING STEEL FOR BOX CULVERT | kg | 16,292.000 | 22,971.72
|
| | 16,292.000 | 22,971.72
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0 | | Contracted | 22,971.72
|
| | Current | 22,971.72
|
| | In place | 22,971.72
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0042 L001.02 | 1,803.74 | 0.760 | 1,370.84
|
SEEDING, TYPE B | ha | 0.760 | 1,370.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 L032.80 | 1,059.00 | 1.710 | 1,810.89
|
HYDROMULCH | Mg | 1.710 | 1,810.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 0030.50 | 352.00 | 1.000 | 352.00
|
MOBILIZATION | LS | 1.000 | 352.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 3,533.73
|
| | Current | 3,533.73
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 2+70.00 | | |
|
0046 1010.01 | 5.33 | 1,085.000 | 5,783.05
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,085.000 | 5,783.05
|
| | 1,085.000 | 5,783.05
|
| | 1,085.000 | 5,783.05
|
| | |
|
0047 1043.50 | 6.96 | 99.000 | 689.04
|
RIPRAP FILTER FABRIC | m2 | 99.000 | 689.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 3050.15 | 218.10 | 144.200 | 31,450.02
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 144.200 | 31,450.02
|
| | 68.300 | 14,896.23
|
| | 68.300 | 14,896.23
|
| | |
|
0049 3051.10 | 1.26 | 9,515.000 | 11,988.90
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,515.000 | 11,988.90
|
| | 6,916.000 | 8,714.16
|
| | 6,916.000 | 8,714.16
|
| | |
|
0054 6005.60 | 86.14 | 132.000 | 11,370.48
|
ELASTOMERIC BEARING | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 6010.26 | 452.74 | 106.200 | 48,080.99
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 106.200 | 48,080.99
|
| | 106.200 | 48,080.99
|
| | 89.000 | 40,293.86
|
| | |
|
0060 6105.01 | 29.70 | 86.000 | 2,554.20
|
ROCK RIPRAP, TYPE A | Mg | 86.000 | 2,554.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6131.50 | 1.25 | 28,180.000 | 35,225.00
|
EPOXY COATED REINFORCING STEEL | kg | 28,180.000 | 35,225.00
|
| | 28,180.000 | 35,225.00
|
| | 17,308.000 | 21,635.00
|
| | |
|
0063 6139.50 | 24.87 | 52.000 | 1,293.24
|
SUBSURFACE DRAINAGE MATTING | m2 | 52.000 | 1,293.24
|
| | 52.000 | 1,293.24
|
| | 52.000 | 1,293.24
|
| | |
|
0064 6210.50 | 67.30 | 1,021.500 | 68,746.95
|
PIPE PILING | m | 1,021.500 | 68,746.95
|
| | 993.740 | 66,878.36
|
| | 0.000 | 0.00
|
| | |
|
0066 6601.15 | 44.71 | 65.600 | 2,932.98
|
38 mm CONDUIT IN BRIDGE | m | 65.600 | 2,932.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 8091.00 | 23.62 | 110.000 | 2,598.20
|
GRANULAR BACKFILL | m3 | 110.000 | 2,598.20
|
| | 110.000 | 2,598.20
|
| | 55.000 | 1,299.10
|
| | |
|
GROUP 6 BRIDGE AT STA. 2+70.00 | | Contracted | 222,713.04
|
| | Current | 211,342.56
|
| | In place | 183,469.23
|
| | This Estimate | 93,914.64
|
| | |
|
GROUP 6A BRIDGE AT STA. 115+62.00 | | |
|
0069 1010.01 | 5.33 | 615.000 | 3,277.95
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 615.000 | 3,277.95
|
| | 307.000 | 1,636.31
|
| | 307.000 | 1,636.31
|
| | |
|
0072 3051.10 | 1.33 | 9,315.000 | 12,388.95
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,315.000 | 12,388.95
|
| | 4,541.000 | 6,039.53
|
| | 0.000 | 0.00
|
| | |
|
0075 6005.60 | 87.32 | 44.000 | 3,842.08
|
ELASTOMERIC BEARING | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6131.50 | 1.34 | 12,555.000 | 16,823.70
|
EPOXY COATED REINFORCING STEEL | kg | 12,555.000 | 16,823.70
|
| | 6,171.000 | 8,269.14
|
| | 0.000 | 0.00
|
| | |
|
0085 6310.00 | 105.97 | 335.400 | 35,542.34
|
STEEL SHEET PILING | m2 | 335.400 | 35,542.34
|
| | 335.400 | 35,542.34
|
| | 167.700 | 17,771.17
|
| | |
|
0604 L860.00 | -393.24 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -393.24
|
LOW CYLINDER DEDUCTION | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 115+62.00 | | Contracted | 71,875.02
|
| | Current | 67,639.70
|
| | In place | 51,487.32
|
| | This Estimate | 19,407.48
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0090 7021.58 | 1,621.00 | 4.000 | 6,484.00
|
GUARDRAIL END TREATMENT, SRT-75 | EACH | 4.000 | 6,484.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 7024.27 | 1,847.00 | 4.000 | 7,388.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 7,388.00
|
| | 2.000 | 3,694.00
|
| | 2.000 | 3,694.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 13,872.00
|
| | Current | 13,872.00
|
| | In place | 3,694.00
|
| | This Estimate | 3,694.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0092 L010.00 | 8.24 | 51.600 | 425.18
|
SODDING | m2 | 51.600 | 425.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 P402.15 | 45.06 | 19.300 | 869.66
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 19.300 | 869.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 0002.55 | 75.00 | 4.750 | 356.25
|
OVERLAY BROKEN LINES | StaM | 4.750 | 356.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 0030.30 | 10,550.00 | 1.000 | 10,550.00
|
MOBILIZATION | LS | 1.000 | 10,550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 2010.03 | 38.83 | 14.000 | 543.62
|
CRUSHED ROCK SURFACE COURSE | Mg | 14.000 | 543.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0097 3014.11 | 69.42 | 46.000 | 3,193.32
|
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER | m | 46.000 | 3,193.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 3020.24 | 42.48 | 11.000 | 467.28
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 11.000 | 467.28
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 3040.12 | 152.95 | 18.000 | 2,753.10
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 18.000 | 2,753.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 4024.74 | 1,784.00 | 1.000 | 1,784.00
|
CONCRETE FLUME, TYPE V | EACH | 1.000 | 1,784.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 7503.04 | 14.82 | 60.000 | 889.20
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 60.000 | 889.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0103 9005.00 | 58.83 | 50.000 | 2,941.50
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 50.000 | 2,941.50
|
SP3(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 9009.00 | 6.15 | 142.000 | 873.30
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 142.000 | 873.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 9021.08 | 294.13 | 145.800 | 42,884.15
|
PERFORMANCE GRADED BINDER (64-28) | Mg | 82.390 | 24,233.37
|
| | 20.797 | 6,117.02
|
| | 0.535 | 157.36
|
| | |
|
0107 9034.00 | 2.35 | 142.000 | 333.70
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 142.000 | 333.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0109 9111.00 | 4.71 | 120.000 | 565.20
|
WATER | kL | 120.000 | 565.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0110 9173.00 | 647.00 | 4.179 | 2,703.81
|
SUBGRADE PREPARATION | StaM | 4.179 | 2,703.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0111 9179.33 | 5.88 | 621.000 | 3,651.48
|
COLD MILLING, CLASS 3 | m2 | 621.000 | 3,651.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 9300.52 | 1,177.00 | 1.000 | 1,177.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 1,177.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 76,961.76
|
| | Current | 58,310.98
|
| | In place | 6,117.02
|
| | This Estimate | 157.36
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0114 0001.08 | 0.50 | 1,640.000 | 820.00
|
BARRICADE, TYPE II | BDAY | 1,640.000 | 820.00
|
| | 2,220.000 | 1,110.00
|
| | 182.000 | 91.00
|
| | |
|
0115 0001.10 | 1.53 | 3,011.000 | 4,606.83
|
BARRICADE, TYPE III | BDAY | 3,011.000 | 4,606.83
|
| | 3,004.000 | 4,596.12
|
| | 312.000 | 477.36
|
| | |
|
0116 0001.75 | 3.53 | 120.000 | 423.60
|
TEMPORARY SIGN DAY | EACH | 120.000 | 423.60
|
| | 58.000 | 204.74
|
| | 5.000 | 17.65
|
| | |
|
0117 0001.90 | 0.53 | 7,600.000 | 4,028.00
|
SIGN DAY | EACH | 7,600.000 | 4,028.00
|
| | 6,363.000 | 3,372.39
|
| | 624.000 | 330.72
|
| | |
|
0119 0002.39 | 3.47 | 750.000 | 2,602.50
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 750.000 | 2,602.50
|
| | 820.380 | 2,846.72
|
| | 0.000 | 0.00
|
| | |
|
0121 0003.10 | 212.95 | 30.000 | 6,388.50
|
FLAGGING | DAY | 30.000 | 6,388.50
|
| | 13.000 | 2,768.35
|
| | 2.000 | 425.90
|
| | |
|
0123 0003.56 | 7.94 | 160.020 | 1,270.56
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 160.020 | 1,270.56
|
| | 175.260 | 1,391.56
|
| | 175.260 | 1,391.56
|
| | |
|
0127 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 618.000 | 494.40
|
| | 213.000 | 170.40
|
| | |
|
0128 0030.00 | 588.00 | 1.000 | 588.00
|
MOBILIZATION | LS | 1.000 | 588.00
|
| | 1.000 | 588.00
|
| | 1.000 | 588.00
|
| | |
|
0129 9110.01 | 88.00 | 5.000 | 440.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 9110.02 | 88.00 | 5.000 | 440.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 5.000 | 440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 9110.03 | 88.00 | 5.000 | 440.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 9110.07 | 88.00 | 5.000 | 440.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 0001.99 | 0.84 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 195.000 | 163.80
|
Contractor Furnished Signs | | 520.000 | 436.80
|
| | 48.000 | 40.32
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 23,287.99
|
| | Current | 23,451.79
|
| | In place | 17,809.08
|
| | This Estimate | 3,532.91
|
| | |
|
Totals for contract | | Contracted | 584,527.85
|
---|
| | Current | 686,315.80
|
---|
| | In place | 329,797.85
|
---|
| | This Estimate | 139,960.62
|
---|