| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 3 CONCRETE PAVEMENT | | |
|
0001 L010.00 | 14.00 | 141.000 | 1,974.00
|
SODDING | m2 | 141.000 | 1,974.00
|
| | 148.000 | 2,072.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.30 | 95,000.00 | 1.000 | 95,000.00
|
MOBILIZATION | LS | 1.000 | 95,000.00
|
| | 0.999 | 95,000.00
|
| | 0.006 | 634.30
|
| | |
|
0003 1009.00 | 5,000.00 | 1.000 | 5,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.01 | 3.50 | 2,746.000 | 9,611.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,746.000 | 9,611.00
|
| | 2,746.000 | 9,610.99
|
| | 0.000 | 0.00
|
| | |
|
0005 1016.00 | 135.00 | 95.000 | 12,825.00
|
RE-ESTABLISH PROPERTY CORNER | EACH | 95.000 | 12,825.00
|
| | 97.000 | 13,095.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1101.00 | 5.00 | 365.000 | 1,825.00
|
REMOVE PAVEMENT | m2 | 365.000 | 1,825.00
|
| | 479.230 | 2,396.15
|
| | 0.000 | 0.00
|
| | |
|
0007 1101.25 | 8.20 | 50.000 | 410.00
|
SAWING PAVEMENT | m | 1,076.860 | 8,830.25
|
| | 1,076.860 | 8,830.25
|
| | 0.000 | 0.00
|
| | |
|
0008 1102.00 | 5.00 | 856.000 | 4,280.00
|
REMOVE ASPHALT SURFACE | m2 | 856.000 | 4,280.00
|
| | 1,755.041 | 8,775.21
|
| | 0.000 | 0.00
|
| | |
|
0009 1111.16 | 500.00 | 1.000 | 500.00
|
REMOVE PLANTER | EACH | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0010 2010.00 | 30.00 | 51.000 | 1,530.00
|
CRUSHED ROCK SURFACE COURSE | m3 | 51.000 | 1,530.00
|
| | 42.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | |
|
0011 3008.05 | 3.00 | 40.000 | 120.00
|
TIE BARS | EACH | 40.000 | 120.00
|
| | 44.000 | 132.00
|
| | 0.000 | 0.00
|
| | |
|
0012 3013.11 | 40.00 | 798.000 | 31,920.00
|
CONCRETE CLASS 47B-25 BARRIER CURB | m | 798.000 | 31,920.00
|
| | 804.000 | 32,160.00
|
| | 0.000 | 0.00
|
| | |
|
0013 3016.21 | 28.00 | 3,397.000 | 95,116.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 3,397.000 | 95,116.00
|
100mm | | 3,353.540 | 93,899.12
|
| | 0.000 | 0.00
|
| | |
|
0014 3016.23 | 34.00 | 147.000 | 4,998.00
|
150 mm CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 147.000 | 4,998.00
|
| | 399.100 | 13,569.40
|
| | 0.000 | 0.00
|
| | |
|
0015 3017.40 | 30.50 | 34.000 | 1,037.00
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 34.000 | 1,037.00
|
| | 34.000 | 1,037.00
|
| | 0.000 | 0.00
|
| | |
|
0016 3020.26 | 25.00 | 1,376.000 | 34,400.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 1,376.000 | 34,400.00
|
155mm | | 2,263.529 | 56,588.23
|
| | 0.000 | 0.00
|
| | |
|
0017 3020.30 | 24.00 | 13.000 | 312.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 13.000 | 312.00
|
100mm | | 33.750 | 810.00
|
| | 0.000 | 0.00
|
| | |
|
0018 3075.41 | 32.10 | 6,409.000 | 205,728.90
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 6,596.558 | 211,749.51
|
| | 6,891.791 | 221,226.51
|
| | 0.000 | 0.00
|
| | |
|
0019 3075.45 | 35.50 | 12,670.000 | 449,785.00
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 12,670.000 | 449,785.00
|
| | 12,676.530 | 450,016.82
|
| | 0.000 | 0.00
|
| | |
|
0020 3275.20 | 12.00 | 23,320.000 | 279,840.00
|
CRUSH CONCRETE PAVEMENT | m2 | 23,320.000 | 279,840.00
|
| | 22,880.160 | 274,561.91
|
| | 0.000 | 0.00
|
| | |
|
0021 4015.00 | 150.00 | 1.000 | 150.00
|
ADJUST MANHOLE TO GRADE | EACH | 1.000 | 150.00
|
| | 6.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0022 4093.17 | 40.00 | 10.000 | 400.00
|
REMOVE AND RESET TIMBER RETAINING WALL | m | 10.000 | 400.00
|
| | 10.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4093.80 | 160.00 | 104.000 | 16,640.00
|
WALL MATERIALS | m2 | 104.000 | 16,640.00
|
| | 105.758 | 16,921.28
|
| | 0.000 | 0.00
|
| | |
|
0024 4095.15 | 11.50 | 77.000 | 885.50
|
COMPACTED EARTH LEVELING PAD | m | 77.000 | 885.50
|
| | 74.010 | 851.12
|
| | 0.000 | 0.00
|
| | |
|
0025 7500.32 | 230.00 | 14.000 | 3,220.00
|
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 14.000 | 3,220.00
|
| | 14.000 | 3,220.00
|
| | 0.000 | 0.00
|
| | |
|
0026 7502.14 | 7.30 | 1,500.000 | 10,950.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 1,500.000 | 10,950.00
|
| | 528.900 | 3,860.97
|
| | 0.000 | 0.00
|
| | |
|
0027 7503.14 | 7.55 | 1,600.000 | 12,080.00
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | m | 1,600.000 | 12,080.00
|
| | 1,809.400 | 13,660.97
|
| | 0.000 | 0.00
|
| | |
|
0028 7508.03 | 21.00 | 75.000 | 1,575.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 | m | 32.400 | 680.40
|
| | 9.000 | 189.00
|
| | 0.000 | 0.00
|
| | |
|
0029 7512.03 | 42.00 | 185.000 | 7,770.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 | m | 93.200 | 3,914.40
|
| | 66.600 | 2,797.20
|
| | 0.000 | 0.00
|
| | |
|
0030 8024.50 | 33.00 | 32.000 | 1,056.00
|
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE | m3 | 32.000 | 1,056.00
|
| | 37.999 | 1,253.97
|
| | 0.000 | 0.00
|
| | |
|
0031 8032.00 | 1.60 | 18,848.000 | 30,156.80
|
CRUSHED CONCRETE FOUNDATION COURSE | m2 | 18,848.000 | 30,156.80
|
| | 19,112.692 | 30,580.30
|
| | 0.000 | 0.00
|
| | |
|
0032 9010.00 | 0.10 | 25,590.000 | 2,559.00
|
PRIME COAT ASPHALTIC OIL | L | 25,590.000 | 2,559.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 9111.00 | 1.50 | 530.000 | 795.00
|
WATER | kL | 530.000 | 795.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 9170.00 | 375.00 | 18.005 | 6,751.88
|
EARTH SHOULDER CONSTRUCTION | StaM | 18.005 | 6,751.88
|
| | 17.534 | 6,575.26
|
| | 0.000 | 0.00
|
| | |
|
0035 9173.20 | 1.25 | 19,757.000 | 24,696.25
|
SUBGRADE PREPARATION | m2 | 19,757.000 | 24,696.25
|
| | 20,273.225 | 25,341.53
|
| | 0.000 | 0.00
|
| | |
|
0159 3089.25 | 26.10 | 0.000 | 0.00
|
TEMPORARY SURFACING | m2 | 100.000 | 2,610.00
|
| | 212.400 | 5,543.64
|
| | 0.000 | 0.00
|
| | |
|
0164 3008.05 | 3.00 | 0.000 | 0.00
|
TIE BARS | EACH | 54.000 | 162.00
|
| | 54.000 | 162.00
|
| | 0.000 | 0.00
|
| | |
|
0171 1101.00 | 5.00 | 0.000 | 0.00
|
REMOVE PAVEMENT | m2 | 50.000 | 250.00
|
| | 104.740 | 523.70
|
| | 0.000 | 0.00
|
| | |
|
0172 3014.10 | 49.52 | 0.000 | 0.00
|
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER | m | 47.000 | 2,327.44
|
Place combination curb and gutter behind MSE walls. | | 47.000 | 2,327.44
|
| | 0.000 | 0.00
|
| | |
|
0180 7050.02 | 2,973.70 | 0.000 | 0.00
|
ADDITIONAL COMPENSATION | LS | 1.000 | 2,973.70
|
Compensation for additional expansion & extra height of barrier curb | | 1.000 | 2,973.70
|
| | 0.000 | 0.00
|
| | |
|
0181 7508.06 | 25.35 | 0.000 | 0.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 42.600 | 1,079.91
|
| | 42.600 | 1,079.91
|
| | 0.000 | 0.00
|
| | |
|
0182 7512.13 | 50.71 | 0.000 | 0.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED | m | 91.800 | 4,655.18
|
| | 91.800 | 4,655.18
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,355,897.33
|
| | Current | 1,379,646.22
|
| | In place | 1,414,357.76
|
| | This Estimate | 634.30
|
| | |
|
GROUP 4 CULVERTS | | |
|
0036 P700.15 | 84.00 | 180.300 | 15,145.20
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 180.300 | 15,145.20
|
| | 195.700 | 16,438.80
|
| | 0.000 | 0.00
|
| | |
|
0037 P700.18 | 100.00 | 442.400 | 44,240.00
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 442.400 | 44,240.00
|
| | 513.200 | 51,320.00
|
| | 0.000 | 0.00
|
| | |
|
0038 P700.21 | 108.00 | 4.800 | 518.40
|
525 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 4.800 | 518.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 P700.24 | 150.00 | 390.200 | 58,530.00
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 390.200 | 58,530.00
|
| | 333.000 | 49,950.00
|
| | 0.000 | 0.00
|
| | |
|
0040 P700.30 | 200.00 | 109.000 | 21,800.00
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 109.000 | 21,800.00
|
| | 109.000 | 21,800.00
|
| | 0.000 | 0.00
|
| | |
|
0041 P702.42 | 300.00 | 56.200 | 16,860.00
|
1050 mm STORM SEWER PIPE, TYPE 1 | m | 56.200 | 16,860.00
|
| | 56.200 | 16,860.00
|
| | 0.000 | 0.00
|
| | |
|
0042 P703.60 | 600.00 | 153.240 | 91,944.00
|
1500 mm STORM SEWER PIPE, TYPE 1 CLASS V | m | 153.240 | 91,944.00
|
| | 156.580 | 93,948.00
|
| | 0.000 | 0.00
|
| | |
|
0043 P703.66 | 800.00 | 31.600 | 25,280.00
|
1650 mm STORM SEWER PIPE, TYPE 1 CLASS V | m | 31.600 | 25,280.00
|
| | 35.600 | 28,480.00
|
| | 0.000 | 0.00
|
| | |
|
0044 P775.30 | 233.00 | 33.800 | 7,875.40
|
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 33.800 | 7,875.40
|
| | 26.200 | 6,104.60
|
| | 0.000 | 0.00
|
| | |
|
0045 P775.42 | 315.00 | 65.000 | 20,475.00
|
1050 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 65.000 | 20,475.00
|
| | 65.000 | 20,475.00
|
| | 0.000 | 0.00
|
| | |
|
0046 W100.60 | 410.00 | 25.000 | 10,250.00
|
25 mm TAP | EACH | 25.000 | 10,250.00
|
| | 20.000 | 8,200.00
|
| | 0.000 | 0.00
|
| | |
|
0047 W100.70 | 705.00 | 1.000 | 705.00
|
50 mm TAP | EACH | 1.000 | 705.00
|
| | 3.000 | 2,115.00
|
| | 0.000 | 0.00
|
| | |
|
0048 W176.26 | 38.00 | 276.000 | 10,488.00
|
25 mm WATER SERVICE | m | 276.000 | 10,488.00
|
| | 270.500 | 10,279.00
|
| | 0.000 | 0.00
|
| | |
|
0049 W176.30 | 40.00 | 12.000 | 480.00
|
50 mm WATER SERVICE | m | 12.000 | 480.00
|
| | 90.700 | 3,628.00
|
| | 0.000 | 0.00
|
| | |
|
0050 W200.04 | 4.15 | 3,589.000 | 14,894.35
|
DUCTILE IRON FITTINGS, M.J. | kg | 3,589.000 | 14,894.35
|
| | 3,241.500 | 13,452.25
|
| | 0.000 | 0.00
|
| | |
|
0051 W202.11 | 61.00 | 1,319.000 | 80,459.00
|
150 mm P.V.C. PIPE AND FITTINGS | m | 1,319.000 | 80,459.00
|
| | 1,307.120 | 79,734.32
|
| | 0.000 | 0.00
|
| | |
|
0052 W202.21 | 202.00 | 43.000 | 8,686.00
|
400 mm P.V.C. PIPE AND FITTINGS | m | 43.000 | 8,686.00
|
| | 41.660 | 8,415.32
|
| | 0.000 | 0.00
|
| | |
|
0053 W219.66 | 550.00 | 27.000 | 14,850.00
|
150 mm GATE VALVE AND BOX | EACH | 27.000 | 14,850.00
|
| | 29.000 | 15,950.00
|
| | 0.000 | 0.00
|
| | |
|
0054 W219.75 | 3,195.00 | 2.000 | 6,390.00
|
400 mm GATE VALVE AND BOX | EACH | 2.000 | 6,390.00
|
| | 2.000 | 6,390.00
|
| | 0.000 | 0.00
|
| | |
|
0055 W222.00 | 1,305.00 | 7.000 | 9,135.00
|
FIRE HYDRANT | EACH | 7.000 | 9,135.00
|
| | 7.000 | 9,135.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0030.40 | 60,000.00 | 1.000 | 60,000.00
|
MOBILIZATION | LS | 1.000 | 60,000.00
|
| | 1.000 | 60,000.00
|
| | 0.000 | 0.00
|
| | |
|
0057 1117.00 | 210.00 | 5.000 | 1,050.00
|
REMOVE MANHOLE | EACH | 5.000 | 1,050.00
|
| | 6.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | |
|
0058 1119.00 | 190.00 | 21.000 | 3,990.00
|
REMOVE INLET | EACH | 21.000 | 3,990.00
|
| | 20.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | |
|
0059 4002.00 | 2.75 | 5,858.000 | 16,109.50
|
CAST IRON COVER AND FRAME | kg | 5,858.000 | 16,109.50
|
| | 5,347.000 | 14,704.25
|
| | 0.000 | 0.00
|
| | |
|
0060 4004.50 | 2.55 | 1,605.000 | 4,092.75
|
CAST IRON GRATE AND FRAME | kg | 1,605.000 | 4,092.75
|
| | 1,239.000 | 3,159.45
|
| | 0.000 | 0.00
|
| | |
|
0061 4004.75 | 2.55 | 748.000 | 1,907.40
|
CAST IRON CURB INLET GRATE AND FRAME | kg | 748.000 | 1,907.40
|
| | 2,244.000 | 5,722.20
|
| | 0.000 | 0.00
|
| | |
|
0062 4016.00 | 1,700.00 | 1.000 | 1,700.00
|
MANHOLE | EACH | 1.000 | 1,700.00
|
AT STA. 0+04.70 10.5m RT. | | 1.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4016.01 | 5,800.00 | 1.000 | 5,800.00
|
MANHOLE | EACH | 1.000 | 5,800.00
|
AT STA. 2+92.6 10.7m RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4016.02 | 3,100.00 | 1.000 | 3,100.00
|
MANHOLE | EACH | 1.000 | 3,100.00
|
AT STA. 4+61.50 10.5m RT. | | 1.000 | 3,100.00
|
| | 0.000 | 0.00
|
| | |
|
0065 4016.03 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA. 4+61.50 10.5m LT. | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4016.04 | 2,300.00 | 1.000 | 2,300.00
|
MANHOLE | EACH | 1.000 | 2,300.00
|
AT STA. 4+61.50 25.1m LT. | | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4016.05 | 1,500.00 | 1.000 | 1,500.00
|
MANHOLE | EACH | 1.000 | 1,500.00
|
AT STA. 4+98.10 6.6m LT. | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4016.06 | 1,600.00 | 1.000 | 1,600.00
|
MANHOLE | EACH | 1.000 | 1,600.00
|
AT STA. 5+82.50 6.6m LT. | | 1.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4016.07 | 2,700.00 | 1.000 | 2,700.00
|
MANHOLE | EACH | 1.000 | 2,700.00
|
AT STA. 6+58.40 6.6m LT. | | 1.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4016.08 | 2,800.00 | 1.000 | 2,800.00
|
MANHOLE | EACH | 1.000 | 2,800.00
|
AT STA. 6+85.30 6.6m LT. | | 1.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4016.09 | 3,100.00 | 1.000 | 3,100.00
|
MANHOLE | EACH | 1.000 | 3,100.00
|
AT STA. 7+11.40 6.6m RT. | | 1.000 | 3,100.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4016.10 | 2,200.00 | 1.000 | 2,200.00
|
MANHOLE | EACH | 1.000 | 2,200.00
|
AT STA. 7+42.30 6.6m LT. | | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4016.11 | 2,300.00 | 1.000 | 2,300.00
|
MANHOLE | EACH | 1.000 | 2,300.00
|
AT STA. 117+22.50 RT. | | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4043.50 | 22.00 | 658.930 | 14,496.46
|
REMOVE SEWER PIPE | m | 658.930 | 14,496.46
|
| | 671.090 | 14,763.98
|
| | 0.000 | 0.00
|
| | |
|
0075 4045.00 | 4,000.00 | 1.000 | 4,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,000.00
|
AT STA. 7+76.10 LT. | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0076 4051.01 | 12.50 | 1,000.000 | 12,500.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,000.000 | 12,500.00
|
| | 1,000.000 | 12,500.01
|
| | 0.000 | 0.00
|
| | |
|
0077 4100.06 | 700.00 | 35.090 | 24,563.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 35.090 | 24,563.00
|
| | 35.090 | 24,563.00
|
| | 0.000 | 0.00
|
| | |
|
0078 4101.06 | 320.00 | 191.310 | 61,219.20
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 191.310 | 61,219.20
|
| | 191.310 | 61,219.20
|
| | 0.000 | 0.00
|
| | |
|
0079 4105.59 | 565.00 | 191.600 | 108,254.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 191.600 | 108,254.00
|
| | 188.958 | 106,761.27
|
| | 0.000 | 0.00
|
| | |
|
0080 4107.07 | 750.00 | 12.920 | 9,690.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 12.920 | 9,690.00
|
| | 7.190 | 5,392.50
|
| | 0.000 | 0.00
|
| | |
|
0081 4130.06 | 800.00 | 0.100 | 80.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.100 | 80.00
|
| | 0.100 | 80.00
|
| | 0.000 | 0.00
|
| | |
|
0082 4150.00 | 1.90 | 2,735.000 | 5,196.50
|
REINFORCING STEEL FOR HEADWALL | kg | 2,735.000 | 5,196.50
|
| | 2,735.000 | 5,196.50
|
| | 0.000 | 0.00
|
| | |
|
0083 4151.00 | 1.40 | 13,779.870 | 19,291.82
|
REINFORCING STEEL FOR BOX CULVERT | kg | 13,779.870 | 19,291.82
|
| | 13,779.870 | 19,291.82
|
| | 0.000 | 0.00
|
| | |
|
0084 4155.50 | 1.95 | 8,466.500 | 16,509.68
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 8,466.500 | 16,509.68
|
| | 8,319.690 | 16,223.40
|
| | 0.000 | 0.00
|
| | |
|
0085 4157.00 | 2.60 | 204.000 | 530.40
|
REINFORCING STEEL FOR COLLARS | kg | 204.000 | 530.40
|
| | 131.000 | 340.60
|
| | 0.000 | 0.00
|
| | |
|
0086 4852.60 | 1,380.00 | 113.080 | 156,050.40
|
JACKING 1500 mm STORM SEWER PIPE, TYPE | m | 113.080 | 156,050.40
|
1 CLASS V | | 113.300 | 156,354.00
|
| | 0.000 | 0.00
|
| | |
|
0087 4852.66 | 2,270.00 | 20.000 | 45,400.00
|
JACKING 1650 mm STORM SEWER PIPE, TYPE | m | 0.000 | 0.00
|
1 CLASS V | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0156 6310.01 | 194.96 | 0.000 | 0.00
|
STEEL SHEET PILING | m2 | 18.580 | 3,622.36
|
| | 18.580 | 3,622.36
|
| | 0.000 | 0.00
|
| | |
|
0165 W205.64 | 2,835.00 | 0.000 | 0.00
|
100 mm WATER MAIN LINE STOP | EACH | 1.000 | 2,835.00
|
Single Line Stop @ Sta. 3+51 - 39m Lt. With Pipe Connections | | 1.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | |
|
0166 W205.66 | 2,415.00 | 0.000 | 0.00
|
150 mm WATER MAIN LINE STOP | EACH | 2.000 | 4,830.00
|
Single 150mm Line Stops @ Sta. 7+62.9 and Sta. 6+43 on Centerline, With no Pipe Connections. | | 2.000 | 4,830.00
|
| | 0.000 | 0.00
|
| | |
|
0167 W205.66 | 4,908.75 | 0.000 | 0.00
|
150 mm WATER MAIN LINE STOP | EACH | 1.000 | 4,908.75
|
Double Line Stop @ 7+82 - 31m Lt and Sta. 8+30 on Centerline With Pipe Connections | | 1.000 | 4,908.75
|
| | 0.000 | 0.00
|
| | |
|
0168 W205.78 | 20,737.50 | 0.000 | 0.00
|
400 mm WATER MAIN LINE STOP | EACH | 1.000 | 20,737.50
|
Double 400mm Line Stop @ Sta.6+66 - 36m Lt & 34m Rt. With Pipe Connections. | | 1.000 | 20,737.50
|
| | 0.000 | 0.00
|
| | |
|
0169 1133.05 | 4,221.00 | 0.000 | 0.00
|
REMOVE RAILROAD CROSSING | EACH | 1.000 | 4,221.00
|
| | 1.000 | 4,221.00
|
| | 0.000 | 0.00
|
| | |
|
0170 7050.02 | 2,899.78 | 0.000 | 0.00
|
ADDITIONAL COMPENSATION | LS | 1.000 | 2,899.78
|
| | 1.000 | 2,899.78
|
| | 0.000 | 0.00
|
| | |
|
0173 4039.10 | 32.80 | 0.000 | 0.00
|
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE | m | 4.600 | 150.88
|
Lower 375mm RCSP at West 5th St. | | 4.600 | 150.88
|
| | 0.000 | 0.00
|
| | |
|
0177 W219.64 | 525.00 | 0.000 | 0.00
|
100 mm GATE VALVE AND BOX | EACH | 1.000 | 525.00
|
Gate valve added at Sta. 5+52. | | 1.000 | 525.00
|
| | 0.000 | 0.00
|
| | |
|
0178 W202.09 | 63.00 | 0.000 | 0.00
|
100 mm P.V.C. PIPE AND FITTINGS | m | 9.900 | 623.70
|
Pipe added at Sta. 5+52. | | 9.900 | 623.70
|
| | 0.000 | 0.00
|
| | |
|
0179 W600.21 | 288.75 | 0.000 | 0.00
|
ADJUST FIRE HYDRANT TO GRADE | EACH | 1.000 | 288.75
|
Adjust fire hydrant at Sta. 4+56, 17m Rt. | | 1.000 | 288.75
|
| | 0.000 | 0.00
|
| | |
|
157 P702.42 | 300.00 | 0.000 | 0.00
|
1050 mm STORM SEWER PIPE, TYPE 1 | m | 2.300 | 690.00
|
| | 2.290 | 687.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 1,055,536.45
|
| | Current | 1,056,469.17
|
| | In place | 1,050,137.19
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0088 A001.01 | 540.00 | 23.000 | 12,420.00
|
PULL BOX, TYPE PB-1 | EACH | 23.000 | 12,420.00
|
| | 23.000 | 12,420.00
|
| | 0.000 | 0.00
|
| | |
|
0089 A001.02 | 420.00 | 7.000 | 2,940.00
|
PULL BOX, TYPE PB-1A | EACH | 7.000 | 2,940.00
|
| | 7.000 | 2,940.00
|
| | 0.000 | 0.00
|
| | |
|
0090 A003.10 | 830.00 | 10.000 | 8,300.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 10.000 | 8,300.00
|
| | 10.000 | 8,300.00
|
| | 0.000 | 0.00
|
| | |
|
0091 A004.04 | 950.00 | 1.000 | 950.00
|
TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 1.000 | 950.00
|
| | 1.000 | 950.00
|
| | 0.000 | 0.00
|
| | |
|
0092 A006.15 | 480.00 | 10.000 | 4,800.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 10.000 | 4,800.00
|
| | 10.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0093 A006.70 | 120.00 | 8.000 | 960.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 8.000 | 960.00
|
| | 8.000 | 960.00
|
| | 0.000 | 0.00
|
| | |
|
0094 A006.84 | 898.00 | 1.000 | 898.00
|
PEDESTAL POLE, TYPE PP-3050 | EACH | 1.000 | 898.00
|
| | 1.000 | 898.00
|
| | 0.000 | 0.00
|
| | |
|
0095 A006.98 | 239.50 | 39.000 | 9,340.50
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 39.000 | 9,340.50
|
| | 36.000 | 8,622.00
|
| | 0.000 | 0.00
|
| | |
|
0096 A007.00 | 300.00 | 9.000 | 2,700.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 9.000 | 2,700.00
|
| | 10.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0097 A009.06 | 1,700.00 | 3.000 | 5,100.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 A009.08 | 1,900.00 | 16.000 | 30,400.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 A016.50 | 4,800.00 | 2.000 | 9,600.00
|
MAST ARM SIGNAL POLE, TYPE MP-9.5 | EACH | 2.000 | 9,600.00
|
| | 2.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | |
|
0100 A016.63 | 6,000.00 | 1.000 | 6,000.00
|
MAST ARM SIGNAL POLE, TYPE MP-12.5-12.5 | EACH | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0101 A016.65 | 4,000.00 | 3.000 | 12,000.00
|
MAST ARM SIGNAL POLE, TYPE MP-14 | EACH | 3.000 | 12,000.00
|
| | 3.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0102 A017.45 | 3,700.00 | 1.000 | 3,700.00
|
14 m MAST ARM | EACH | 1.000 | 3,700.00
|
| | 1.000 | 3,700.00
|
| | 0.000 | 0.00
|
| | |
|
0103 A020.30 | 1,900.00 | 2.000 | 3,800.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 2.000 | 3,800.00
|
| | 2.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | |
|
0104 A070.10 | 9.00 | 1,008.000 | 9,072.00
|
38 mm CONDUIT IN TRENCH | m | 1,008.000 | 9,072.00
|
| | 1,014.500 | 9,130.50
|
| | 0.000 | 0.00
|
| | |
|
0105 A070.14 | 9.50 | 913.000 | 8,673.50
|
50 mm CONDUIT IN TRENCH | m | 913.000 | 8,673.50
|
| | 1,000.200 | 9,501.90
|
| | 0.000 | 0.00
|
| | |
|
0106 A070.18 | 18.00 | 6.000 | 108.00
|
75 mm CONDUIT IN TRENCH | m | 6.000 | 108.00
|
| | 6.300 | 113.40
|
| | 0.000 | 0.00
|
| | |
|
0107 A072.10 | 9.00 | 556.000 | 5,004.00
|
38 mm CONDUIT UNDER ROADWAY | m | 556.000 | 5,004.00
|
| | 556.000 | 5,004.00
|
| | 0.000 | 0.00
|
| | |
|
0108 A072.14 | 10.75 | 413.000 | 4,439.75
|
50 mm CONDUIT UNDER ROADWAY | m | 413.000 | 4,439.75
|
| | 386.000 | 4,149.51
|
| | 0.000 | 0.00
|
| | |
|
0109 A072.18 | 18.00 | 63.000 | 1,134.00
|
75 mm CONDUIT UNDER ROADWAY | m | 63.000 | 1,134.00
|
| | 62.800 | 1,130.40
|
| | 0.000 | 0.00
|
| | |
|
0110 A077.12 | 1.80 | 313.000 | 563.40
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | m | 313.000 | 563.40
|
| | 285.200 | 513.36
|
| | 0.000 | 0.00
|
| | |
|
0111 A077.13 | 1.80 | 31.000 | 55.80
|
3/C #14 AWG TRAFFIC SIGNAL CABLE | m | 31.000 | 55.80
|
| | 31.000 | 55.80
|
| | 0.000 | 0.00
|
| | |
|
0112 A077.17 | 3.00 | 1,113.000 | 3,339.00
|
7/C #14 AWG TRAFFIC SIGNAL CABLE | m | 1,113.000 | 3,339.00
|
| | 1,127.240 | 3,381.72
|
| | 0.000 | 0.00
|
| | |
|
0113 A077.22 | 3.50 | 307.000 | 1,074.50
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 307.000 | 1,074.50
|
| | 309.300 | 1,082.55
|
| | 0.000 | 0.00
|
| | |
|
0114 A079.01 | 1.80 | 517.000 | 930.60
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 517.000 | 930.60
|
| | 514.100 | 925.38
|
| | 0.000 | 0.00
|
| | |
|
0115 A079.50 | 1.00 | 1,361.000 | 1,361.00
|
GROUNDING CONDUCTOR | m | 1,361.000 | 1,361.00
|
| | 1,406.340 | 1,406.34
|
| | 0.000 | 0.00
|
| | |
|
0116 A079.55 | 3.50 | 249.000 | 871.50
|
SERVICE CABLE | m | 249.000 | 871.50
|
| | 429.200 | 1,502.20
|
| | 0.000 | 0.00
|
| | |
|
0117 A080.22 | 1.80 | 1,573.000 | 2,831.40
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 1,573.000 | 2,831.40
|
| | 1,527.000 | 2,748.60
|
| | 0.000 | 0.00
|
| | |
|
0118 A080.24 | 2.10 | 3,146.000 | 6,606.60
|
STREET LIGHTING CABLE, NO. 6 USE | m | 3,146.000 | 6,606.60
|
| | 4,581.000 | 9,620.10
|
| | 0.000 | 0.00
|
| | |
|
0119 A500.20 | 2,400.00 | 3.000 | 7,200.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 3.000 | 7,200.00
|
| | 3.000 | 7,200.00
|
| | 0.000 | 0.00
|
| | |
|
0120 A501.00 | 480.00 | 12.000 | 5,760.00
|
INSTALL TRAFFIC SIGNAL, TYPE TS-1 | EACH | 12.000 | 5,760.00
|
| | 12.000 | 5,760.00
|
| | 0.000 | 0.00
|
| | |
|
0121 A501.10 | 660.00 | 2.000 | 1,320.00
|
INSTALL TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 2.000 | 1,320.00
|
| | 2.000 | 1,320.00
|
| | 0.000 | 0.00
|
| | |
|
0122 A502.00 | 120.00 | 8.000 | 960.00
|
INSTALL PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 8.000 | 960.00
|
| | 8.000 | 960.00
|
| | 0.000 | 0.00
|
| | |
|
0123 A504.81 | 1,800.00 | 1.000 | 1,800.00
|
INSTALL MAST ARM SIGNAL POLE | EACH | 1.000 | 1,800.00
|
TYPE MP-11.0 | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0124 A504.83 | 1,800.00 | 1.000 | 1,800.00
|
INSTALL MAST ARM SIGNAL POLE | EACH | 1.000 | 1,800.00
|
TYPE MP-12.5 | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0125 A505.90 | 2,000.00 | 1.000 | 2,000.00
|
INSTALL COMBINATION MAST ARM SIGNAL AND LIGHTING POLE | EACH | 1.000 | 2,000.00
|
TYPE CMP-9.5-1.8 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A505.91 | 2,000.00 | 1.000 | 2,000.00
|
INSTALL COMBINATION MAST ARM SIGNAL AND LIGHTING POLE | EACH | 1.000 | 2,000.00
|
TYPE CMP-9.5-3.7 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A600.00 | 360.00 | 38.000 | 13,680.00
|
REMOVE LIGHTING UNIT | EACH | 38.000 | 13,680.00
|
| | 37.000 | 13,320.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A610.00 | 2,400.00 | 1.000 | 2,400.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 2,400.00
|
AT WEST 5TH ST. & U.S.6 | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0129 A610.01 | 3,000.00 | 1.000 | 3,000.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 3,000.00
|
AT FEDERAL AVE. & U.S.6 | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0130 0003.75 | 18,000.00 | 1.000 | 18,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 18,000.00
|
AT U.S.6 & 7TH ST. | | 1.000 | 18,000.00
|
| | 0.000 | 0.00
|
| | |
|
0131 0030.81 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0154 A009.04 | 1,894.25 | 0.000 | 0.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25F | EACH | 3.000 | 5,682.75
|
| | 3.000 | 5,682.75
|
| | 0.000 | 0.00
|
| | |
|
0155 A008.78 | 2,094.25 | 0.000 | 0.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F | EACH | 16.000 | 33,508.00
|
| | 16.000 | 33,508.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0003.75 | 8,925.00 | 0.000 | 0.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 8,925.00
|
| | 1.000 | 8,925.00
|
| | 0.000 | 0.00
|
| | |
|
0174 A074.14 | 51.71 | 0.000 | 0.00
|
50 mm CONDUIT, JACKED | m | 32.200 | 1,665.06
|
Jack 50mm conduit under existing pavement. | | 32.200 | 1,665.06
|
| | 0.000 | 0.00
|
| | |
|
0175 A501.70 | 375.00 | 0.000 | 0.00
|
INSTALL TRAFFIC SIGNAL HEAD | EACH | 1.000 | 375.00
|
Add a temporary signal head at West 7th, southbound. | | 1.000 | 375.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 229,893.55
|
| | Current | 244,549.36
|
| | In place | 247,971.57
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0132 0001.08 | 0.50 | 21,100.000 | 10,550.00
|
BARRICADE, TYPE II | BDAY | 33,374.000 | 16,687.00
|
| | 33,374.000 | 16,687.00
|
| | 0.000 | 0.00
|
| | |
|
0133 0001.10 | 4.00 | 7,821.000 | 31,284.00
|
BARRICADE, TYPE III | BDAY | 11,869.000 | 47,476.00
|
| | 11,869.000 | 47,476.00
|
| | 0.000 | 0.00
|
| | |
|
0134 0001.90 | 0.60 | 11,552.000 | 6,931.20
|
SIGN DAY | EACH | 11,552.000 | 6,931.20
|
| | 17,398.000 | 10,438.80
|
| | 0.000 | 0.00
|
| | |
|
0135 0002.30 | 1.60 | 1,250.000 | 2,000.00
|
PAVEMENT MARKING REMOVAL | m | 1,250.000 | 2,000.00
|
| | 181.000 | 289.60
|
| | 0.000 | 0.00
|
| | |
|
0136 0002.39 | 3.50 | 2,600.000 | 9,100.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 2,600.000 | 9,100.00
|
| | 1,679.800 | 5,879.30
|
| | 0.000 | 0.00
|
| | |
|
0137 0002.97 | 35.00 | 474.000 | 16,590.00
|
FLASHING ARROW PANEL | DAY | 241.000 | 8,435.00
|
| | 241.000 | 8,435.00
|
| | 0.000 | 0.00
|
| | |
|
0138 0003.10 | 125.00 | 110.000 | 13,750.00
|
FLAGGING | DAY | 9.000 | 1,125.00
|
| | 9.000 | 1,125.00
|
| | 0.000 | 0.00
|
| | |
|
0139 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 0030.00 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0160 9110.01 | 50.00 | 0.000 | 0.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 5,000.00
|
| | 76.500 | 3,825.00
|
| | 0.000 | 0.00
|
| | |
|
0161 9110.02 | 60.00 | 0.000 | 0.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 50.000 | 3,000.00
|
| | 22.500 | 1,350.00
|
| | 0.000 | 0.00
|
| | |
|
0162 9110.03 | 45.00 | 0.000 | 0.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 4,500.00
|
| | 21.000 | 945.00
|
| | 0.000 | 0.00
|
| | |
|
0163 9110.07 | 20.00 | 0.000 | 0.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 50.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0176 0002.85 | 42.00 | 0.000 | 0.00
|
TUBULAR POST | EACH | 78.000 | 3,276.00
|
Add Tubular Posts due to head to head traffic during phasing. | | 78.000 | 3,276.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 93,205.20
|
| | Current | 111,530.20
|
| | In place | 101,726.70
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,734,532.53
|
---|
| | Current | 2,792,194.95
|
---|
| | In place | 2,814,193.22
|
---|
| | This Estimate | 634.30
|
---|