| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 1 GRADING | | |
|
0001 L020.25 | 2.08 | 608.000 | 1,264.64
|
WEED CONTROL FABRIC | m2 | 608.000 | 1,264.64
|
| | 566.568 | 1,178.46
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 2,700.00 | 1.000 | 2,700.00
|
MOBILIZATION | LS | 1.000 | 2,700.00
|
| | 1.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 3,000.00 | 1.000 | 3,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
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| | |
|
0004 1010.01 | 3.51 | 3,581.000 | 12,569.31
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 3,581.000 | 12,569.31
|
| | 3,581.000 | 12,569.31
|
| | 0.000 | 0.00
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| | |
|
0005 1011.00 | 11.00 | 40.000 | 440.00
|
WATER | kL | 40.000 | 440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1101.00 | 3.65 | 7,497.000 | 27,364.05
|
REMOVE PAVEMENT | m2 | 7,497.000 | 27,364.05
|
| | 7,411.731 | 27,052.82
|
| | 0.000 | 0.00
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| | |
|
0007 1106.00 | 3.80 | 778.000 | 2,956.40
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REMOVE DRIVEWAY | m2 | 778.000 | 2,956.40
|
| | 606.818 | 2,305.91
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| | 0.000 | 0.00
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| | |
|
0008 1107.00 | 3.95 | 303.000 | 1,196.85
|
REMOVE WALK | m2 | 303.000 | 1,196.85
|
| | 666.571 | 2,632.94
|
| | 0.000 | 0.00
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| | |
|
404 1000.00 | 500.00 | 0.000 | 0.00
|
LARGE TREE REMOVAL | EACH | 2.000 | 1,000.00
|
| | 2.000 | 1,000.00
|
| | 0.000 | 0.00
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| | |
|
406 1010.50 | 10.53 | 0.000 | 0.00
|
REMOVAL OF UNSUITABLE MATERIAL | m3 | 75.000 | 789.75
|
Excavation (Established Quantity) | | 101.670 | 1,070.59
|
| | 0.000 | 0.00
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| | |
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GROUP 1 GRADING | | Contracted | 51,491.25
|
| | Current | 53,281.00
|
| | In place | 53,510.03
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| | This Estimate | 0.00
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| | |
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GROUP 3 CONCRETE PAVEMENT | | |
|
0009 L010.00 | 3.99 | 3,520.000 | 14,044.80
|
SODDING | m2 | 3,520.000 | 14,044.80
|
| | 3,936.033 | 15,704.77
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| | 0.000 | 0.00
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| | |
|
0010 0030.30 | 3,000.00 | 1.000 | 3,000.00
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MOBILIZATION | LS | 1.000 | 3,000.00
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| | 1.000 | 3,000.00
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| | 0.000 | 0.00
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| | |
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0011 2010.00 | 36.25 | 51.000 | 1,848.75
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CRUSHED ROCK SURFACE COURSE | m3 | 51.000 | 1,848.75
|
| | 57.431 | 2,081.87
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| | 0.000 | 0.00
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| | |
|
0012 3013.11 | 65.00 | 10.420 | 677.30
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CONCRETE CLASS 47B-25 BARRIER CURB | m | 10.420 | 677.30
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| | 10.890 | 707.85
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| | 0.000 | 0.00
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| | |
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0013 3016.21 | 27.12 | 568.000 | 15,404.16
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CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 568.000 | 15,404.16
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| | 1,022.785 | 27,737.92
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| | 0.000 | 0.00
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| | |
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0014 3020.26 | 32.12 | 775.000 | 24,893.00
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CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 775.000 | 24,893.00
|
| | 1,099.343 | 35,310.89
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| | 0.000 | 0.00
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| | |
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0015 3075.45 | 35.12 | 7,715.000 | 270,950.80
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230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0016 8029.04 | 4.00 | 7,715.000 | 30,860.00
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AGGREGATE FOUNDATION COURSE 100 mm | m2 | 0.000 | 0.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0017 9111.00 | 10.00 | 151.000 | 1,510.00
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WATER | kL | 151.000 | 1,510.00
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| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0018 9170.00 | 196.00 | 12.122 | 2,375.91
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EARTH SHOULDER CONSTRUCTION | StaM | 12.122 | 2,375.91
|
| | 14.620 | 2,865.52
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| | 0.000 | 0.00
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| | |
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0019 9173.20 | 1.98 | 8,490.000 | 16,810.20
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SUBGRADE PREPARATION | m2 | 8,490.000 | 16,810.20
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| | 8,922.695 | 17,666.94
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| | 0.000 | 0.00
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| | |
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401 3075.45 | 36.35 | 0.000 | 0.00
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230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 7,715.000 | 280,440.25
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Revised | | 7,823.352 | 284,378.85
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| | 0.000 | 0.00
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| | |
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402 8029.04 | 3.95 | 0.000 | 0.00
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AGGREGATE FOUNDATION COURSE 100 mm | m2 | 7,715.000 | 30,474.25
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Revised | | 7,823.352 | 30,902.24
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| | 0.000 | 0.00
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| | |
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407 1016.00 | 183.75 | 0.000 | 0.00
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RE-ESTABLISH PROPERTY CORNER | EACH | 16.000 | 2,940.00
|
| | 16.000 | 2,940.00
|
| | 16.000 | 2,940.00
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| | |
|
408 L004.15 | 0.672 | 0.000 | 0.00
|
HYDRO-SEEDING | m2 | 1,250.000 | 840.00
|
| | 1,207.783 | 811.63
|
| | 0.000 | 0.00
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| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 382,374.92
|
| | Current | 395,258.62
|
| | In place | 424,108.48
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| | This Estimate | 2,940.00
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| | |
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GROUP 4 CULVERT | | |
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0020 P700.12 | 76.56 | 13.500 | 1,033.56
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300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 13.500 | 1,033.56
|
| | 9.100 | 696.70
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| | 0.000 | 0.00
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| | |
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0021 P700.15 | 84.32 | 66.000 | 5,565.12
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375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 66.000 | 5,565.12
|
| | 80.600 | 6,796.19
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| | 0.000 | 0.00
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| | |
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0022 P700.18 | 93.36 | 198.000 | 18,485.28
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450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 198.000 | 18,485.28
|
| | 199.000 | 18,578.64
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| | 0.000 | 0.00
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| | |
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0023 P700.24 | 115.00 | 15.000 | 1,725.00
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600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 15.000 | 1,725.00
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| | 15.300 | 1,759.50
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| | 0.000 | 0.00
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0024 0030.40 | 2,000.00 | 1.000 | 2,000.00
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MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0025 1119.00 | 350.00 | 4.000 | 1,400.00
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REMOVE INLET | EACH | 4.000 | 1,400.00
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| | 4.000 | 1,400.00
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| | 0.000 | 0.00
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| | |
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0026 4002.00 | 3.12 | 741.000 | 2,311.92
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CAST IRON COVER AND FRAME | kg | 741.000 | 2,311.92
|
| | 1,706.000 | 5,322.72
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| | 0.000 | 0.00
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0027 4015.00 | 345.00 | 5.000 | 1,725.00
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ADJUST MANHOLE TO GRADE | EACH | 5.000 | 1,725.00
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| | 7.000 | 2,415.00
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| | 0.000 | 0.00
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0028 4017.00 | 400.00 | 2.000 | 800.00
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TAPPING EXISTING MANHOLE | EACH | 2.000 | 800.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0029 4018.50 | 350.00 | 4.000 | 1,400.00
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TAPPING EXISTING PIPE | EACH | 4.000 | 1,400.00
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| | 4.000 | 1,400.00
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| | 0.000 | 0.00
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0030 4043.50 | 24.00 | 26.500 | 636.00
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REMOVE SEWER PIPE | m | 26.500 | 636.00
|
| | 32.000 | 768.00
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| | 0.000 | 0.00
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0031 4093.80 | 138.36 | 417.840 | 57,812.34
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WALL MATERIALS | m2 | 417.840 | 57,812.34
|
| | 424.839 | 58,780.72
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| | 0.000 | 0.00
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0032 4095.15 | 18.00 | 396.490 | 7,136.82
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COMPACTED EARTH LEVELING PAD | m | 396.490 | 7,136.82
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| | 426.900 | 7,684.20
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| | 0.000 | 0.00
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0033 4103.06 | 525.00 | 1.440 | 756.00
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CLASS 47B-20 CONCRETE FOR STEP | m3 | 1.440 | 756.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0034 4105.56 | 625.00 | 32.971 | 20,606.87
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CONCRETE FOR INLET AND JUNCTION BOX | m3 | 32.971 | 20,606.87
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| | 33.710 | 21,068.76
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| | 0.000 | 0.00
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0035 4155.50 | 1.34 | 1,451.600 | 1,945.14
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REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 1,451.600 | 1,945.14
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| | 1,525.000 | 2,043.50
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| | 0.000 | 0.00
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0036 4310.12 | 152.00 | 2.000 | 304.00
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300 mm FLARED-END SECTION | EACH | 2.000 | 304.00
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| | 2.000 | 304.00
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| | 0.000 | 0.00
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0037 8024.50 | 61.00 | 110.640 | 6,749.04
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SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE | m3 | 110.640 | 6,749.04
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| | 197.610 | 12,054.21
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| | 0.000 | 0.00
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403 4016.24 | 1,395.00 | 0.000 | 0.00
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MANHOLE | EACH | 3.000 | 4,185.00
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| | 4.000 | 5,580.00
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| | 0.000 | 0.00
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GROUP 4 CULVERT | | Contracted | 132,392.10
|
| | Current | 136,577.10
|
| | In place | 148,652.14
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| | This Estimate | 0.00
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GROUP 8B ELECTRICAL | | |
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0038 A009.29 | 1,600.00 | 13.000 | 20,800.00
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STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25 | EACH | 0.000 | 0.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0039 A020.30 | 1,700.00 | 1.000 | 1,700.00
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LIGHTING CONTROL CENTER, TYPE R | EACH | 1.000 | 1,700.00
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| | 1.000 | 1,700.00
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| | 0.000 | 0.00
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0040 A070.10 | 7.52 | 526.000 | 3,955.52
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38 mm CONDUIT IN TRENCH | m | 526.000 | 3,955.52
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| | 546.000 | 4,105.92
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| | 0.000 | 0.00
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0041 A074.12 | 7.52 | 178.000 | 1,338.56
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38 mm CONDUIT, JACKED | m | 0.000 | 0.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0042 A080.22 | 1.45 | 1,408.000 | 2,041.60
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STREET LIGHTING CABLE, NO. 6 BARE | m | 1,408.000 | 2,041.60
|
| | 695.000 | 1,007.75
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| | 0.000 | 0.00
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0043 A080.24 | 1.55 | 704.000 | 1,091.20
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STREET LIGHTING CABLE, NO. 6 USE | m | 704.000 | 1,091.20
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| | 1,390.000 | 2,154.50
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| | 0.000 | 0.00
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0044 0030.81 | 2,000.00 | 1.000 | 2,000.00
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MOBILIZATION | LS | 1.000 | 2,000.00
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| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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405 A072.10 | 8.12 | 0.000 | 0.00
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38 mm CONDUIT UNDER ROADWAY | m | 132.000 | 1,071.84
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| | 149.000 | 1,209.88
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| | 0.000 | 0.00
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409 A009.27 | 1,627.30 | 0.000 | 0.00
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STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25 | EACH | 13.000 | 21,154.90
|
| | 13.000 | 21,154.90
|
| | 0.000 | 0.00
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|
GROUP 8B ELECTRICAL | | Contracted | 32,926.88
|
| | Current | 33,015.06
|
| | In place | 33,332.95
|
| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0045 0001.10 | 1.90 | 1,976.000 | 3,754.40
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BARRICADE, TYPE III | BDAY | 1,976.000 | 3,754.40
|
| | 3,980.000 | 7,562.00
|
| | 0.000 | 0.00
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0046 0001.30 | 1.90 | 104.000 | 197.60
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 104.000 | 197.60
|
| | 219.000 | 416.10
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| | 0.000 | 0.00
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0047 0001.90 | 0.90 | 2,912.000 | 2,620.80
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SIGN DAY | EACH | 2,912.000 | 2,620.80
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| | 2,506.000 | 2,255.40
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| | 0.000 | 0.00
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0048 0010.04 | 2,000.00 | 1.000 | 2,000.00
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FIELD OFFICE | EACH | 1.000 | 2,000.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0049 0030.10 | 2,750.00 | 1.000 | 2,750.00
|
MOBILIZATION | LS | 1.000 | 2,750.00
|
| | 1.000 | 2,750.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 11,322.80
|
| | Current | 11,322.80
|
| | In place | 12,983.50
|
| | This Estimate | 0.00
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| | |
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Totals for contract | | Contracted | 610,507.95
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| | Current | 629,454.58
|
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| | In place | 672,587.10
|
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| | This Estimate | 2,940.00
|
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