| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0110 | 4002.00 | CAST IRON COVER AND FRAME | |
|
| | S.P. Initial Payment | 476.52 | 116104
|
| | CAST IRON COVER & FRAME | |
|
| | S.P. Adjustment | -119.13 | 116104
|
| | CAST IRON COVER & FRAME | |
|
0111 | 4003.00 | CAST IRON COVER, FRAME, AND FLANGE | |
|
| | S.P. Initial Payment | 1,522.77 | 116104
|
| | CAST IRON COVER, FRAME & FLANGE | |
|
0112 | 4004.50 | CAST IRON GRATE AND FRAME | |
|
| | S.P. Initial Payment | 22,144.14 | 116104
|
| | CAST IRON GRATE & FRAME | |
|
0113 | 4005.00 | CAST IRON RING AND COVER | |
|
| | S.P. Initial Payment | 230.88 | 116104
|
| | CAST IRON RING & COVER | |
|
| | Total for estimate 0004: | 24,255.18 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
4013 | 3075.51 | 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 87,326.78 | 1013565
|
| | paving basket material | |
|
| | Total for estimate 0015: | 87,326.78 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
4020 | 8032.04 | FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm | |
|
| | S.P. Initial Payment | 30,712.21 | 100260
|
| | Foundation Course (CC) 100mm | |
|
| | Total for estimate 0016: | 30,712.21 |
|
Est Nbr: | 0018 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0065 | 3075.52 | 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 87,326.78 | 1013565
|
| | paving basket material | |
|
| | S.P. Initial Payment | 29,296.35 | 1013566
|
| | paving basket material | |
|
4013 | 3075.51 | 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Closure | -87,326.78 | 1013565
|
| | paving basket material | |
|
| | Total for estimate 0018: | 29,296.35 |
|
Est Nbr: | 0021 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0246 | A004.00 | TRAFFIC SIGNAL, TYPE TS-1 | |
|
| | S.P. Initial Payment | 8,874.00 | 35062
|
| | Traffic Signal, Type TS-1 | |
|
0247 | A004.10 | TRAFFIC SIGNAL, TYPE TS-1A | |
|
| | S.P. Initial Payment | 1,972.00 | 35062
|
| | Traffic Signal, Type TS-1A | |
|
0248 | A004.20 | TRAFFIC SIGNAL, TYPE TS-1L | |
|
| | S.P. Initial Payment | 1,680.00 | 35062
|
| | Traffic Signal, Type TS-1L | |
|
0249 | A006.15 | PEDESTRIAN SIGNAL, TYPE PS-1 | |
|
| | S.P. Initial Payment | 2,328.00 | 35062
|
| | Pedestrian Signal, Type PS-1 | |
|
0250 | A006.70 | PEDESTRIAN PUSHBUTTON, TYPE PPB | |
|
| | S.P. Initial Payment | 208.00 | 35062
|
| | Pedestrian Pushbutton, PPB | |
|
0251 | A006.83 | PEDESTAL POLE, TYPE PP-3.7 | |
|
| | S.P. Initial Payment | 546.00 | 35062
|
| | Pedestal Pole, Type PP-3.7 | |
|
0255 | A007.08 | VEHICLE DETECTOR, TYPE TD-3 | |
|
| | S.P. Initial Payment | 286.00 | 35062
|
| | Vehicle Detector, Type TD-3 | |
|
0256 | A008.76 | STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.20 | |
|
| | S.P. Initial Payment | 46.61 | 975413
|
| | Union Metal Anchor Bolts | |
|
0257 | A008.89 | STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3 & 0.3-0.20 | |
|
| | S.P. Initial Payment | 652.54 | 975413
|
| | Union Metal Anchor Bolts | |
|
0258 | A009.16 | STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 | |
|
| | S.P. Initial Payment | 2,144.06 | 975413
|
| | Union Metal Anchor Bolts | |
|
0261 | A012.05 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 46.61 | 975413
|
| | Union Metal Anchor Bolts | |
|
0262 | A012.60 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 46.61 | 975413
|
| | Union Metal Anchor Bolts | |
|
0263 | A012.95 | COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, | |
|
| | S.P. Initial Payment | 93.22 | 975413
|
| | Union Metal Anchor Bolts | |
|
| | Total for estimate 0021: | 18,923.65 |
|
Est Nbr: | 0022 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 4095.00 | CONCRETE FACE PANELS | |
|
| | S.P. Initial Payment | 20,107.28 | 201139
|
| | Concrete Face Panels | |
|
0046 | 4350.21 | 525 mm CORRUGATED METAL PIPE | |
|
| | S.P. Initial Payment | 7,395.29 | 201128
|
| | 525mm Corrugated metal pipe | |
|
0164 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 5,280.94 | SC092-137
|
| | Expansion Bearing, TFE Type | |
|
0165 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 5,280.94 | SC092-137
|
| | Fixed Bearing Assemblies | |
|
0182 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 5,280.94 | SC092-137
|
| | Expansion Bearing, TFE Type | |
|
0183 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 5,280.94 | SC092-137
|
| | Fixed Bearing Assemblies | |
|
0200 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 3,772.10 | SC092-137
|
| | Fixed Bearing Assemblies | |
|
0211 | 6210.14 | HP 310 mm X 79 kg STEEL PILING | |
|
| | S.P. Initial Payment | 7,394.64 | 201128
|
| | 525mm CMP | |
|
| | S.P. Adjustment | -7,394.64 | 201128
|
| | 525mm CMP | |
|
| | Total for estimate 0022: | 52,398.43 |
|
Est Nbr: | 0023 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 4095.00 | CONCRETE FACE PANELS | |
|
| | S.P. Initial Payment | 42,590.19 | 201155
|
| | Concrete Face Panels | |
|
0046 | 4350.21 | 525 mm CORRUGATED METAL PIPE | |
|
| | S.P. Adjustment | -7,395.29 | 201128
|
| | 525mm Corrugated metal pipe | |
|
0065 | 3075.52 | 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | |
|
| | S.P. Initial Payment | 41,738.55 | 1013567
|
| | paving basket material | |
|
| | S.P. Initial Payment | 28,733.39 | 1013569
|
| | paving basket material | |
|
| | S.P. Initial Payment | 14,648.40 | 1013568
|
| | paving basket material | |
|
0255 | A007.08 | VEHICLE DETECTOR, TYPE TD-3 | |
|
| | S.P. Adjustment | -143.00 | 35062
|
| | Vehicle Detector, Type TD-3 | |
|
| | Total for estimate 0023: | 120,172.24 |
|
| | Total remaining for contract: | 363,084.84 |
|
---|
| | | 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 L001.01 | 1,734.00 | 10.000 | 17,340.00
|
SEEDING, TYPE A | ha | 10.000 | 17,340.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L006.00 | 199.35 | 18.000 | 3,588.30
|
COVER CROP SEEDING | ha | 18.000 | 3,588.30
|
| | 1.292 | 257.57
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.00 | 1.50 | 592.000 | 888.00
|
EROSION CONTROL | m2 | 592.000 | 888.00
|
| | 5,974.000 | 8,961.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.01 | 5.14 | 10,933.000 | 56,195.62
|
EROSION CONTROL, TYPE A | m2 | 10,933.000 | 56,195.62
|
| | 2,817.000 | 14,479.38
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.08 | 5.19 | 9,711.000 | 50,400.09
|
EROSION CONTROL, TYPE AA | m2 | 9,711.000 | 50,400.09
|
| | 3,698.000 | 19,192.62
|
| | 0.000 | 0.00
|
| | |
|
0006 L020.09 | 9.71 | 659.000 | 6,398.89
|
EROSION CONTROL, TYPE AAA | m2 | 659.000 | 6,398.89
|
| | 98.000 | 951.58
|
| | 0.000 | 0.00
|
| | |
|
0007 L020.10 | 1.59 | 6,752.000 | 10,735.68
|
EROSION CONTROL, TYPE HV | m2 | 6,752.000 | 10,735.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L021.01 | 15.74 | 413.000 | 6,500.62
|
EROSION CHECKS, TYPE A | BALE | 413.000 | 6,500.62
|
| | 70.000 | 1,101.80
|
| | 0.000 | 0.00
|
| | |
|
0009 L021.06 | 13.64 | 105.000 | 1,432.20
|
EROSION CHECKS, TYPE HV | BALE | 105.000 | 1,432.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L021.11 | 15.74 | 77.000 | 1,211.98
|
EROSION CHECKS, TYPE ST-A | BALE | 77.000 | 1,211.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 L021.15 | 15.74 | 42.000 | 661.08
|
EROSION CHECKS, TYPE ST-HV | BALE | 42.000 | 661.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L021.21 | 16.26 | 469.000 | 7,625.94
|
EROSION CHECKS, TYPE AA | BALE | 469.000 | 7,625.94
|
| | 105.000 | 1,707.30
|
| | 0.000 | 0.00
|
| | |
|
0013 L022.11 | 6.19 | 3,822.000 | 23,658.18
|
FABRIC SILT FENCE-LOW POROSITY | m | 3,822.000 | 23,658.18
|
| | 5,302.770 | 32,824.16
|
| | 49.700 | 307.64
|
| | |
|
0014 L022.13 | 6.82 | 272.000 | 1,855.04
|
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | m | 272.000 | 1,855.04
|
| | 128.020 | 873.10
|
| | 0.000 | 0.00
|
| | |
|
0015 L022.14 | 7.34 | 156.800 | 1,150.91
|
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY | m | 156.800 | 1,150.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L022.75 | 13.12 | 784.000 | 10,286.08
|
TEMPORARY SILT CHECK | m | 784.000 | 10,286.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 L032.75 | 69.25 | 50.000 | 3,462.50
|
MULCH | Mg | 50.000 | 3,462.50
|
| | 17.830 | 1,234.73
|
| | 0.000 | 0.00
|
| | |
|
0018 0030.10 | 80,146.00 | 1.000 | 80,146.00
|
MOBILIZATION | LS | 1.000 | 80,146.00
|
| | 1.000 | 80,146.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1000.00 | 209.85 | 88.000 | 18,466.80
|
LARGE TREE REMOVAL | EACH | 88.000 | 18,466.80
|
| | 74.000 | 15,528.90
|
| | 0.000 | 0.00
|
| | |
|
0020 1009.00 | 52,461.00 | 1.000 | 52,461.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 52,461.00
|
| | 0.615 | 32,263.52
|
| | 0.000 | 0.00
|
| | |
|
0021 1010.00 | 3.15 | 566,625.000 | 1,784,868.75
|
EXCAVATION | m3 | 0.000 | 0.00
|
| | 0.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0022 1010.01 | 3.15 | 15,111.000 | 47,599.65
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 15,111.000 | 47,599.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1010.10 | 3.15 | 154,889.000 | 487,900.35
|
EXCAVATION, BORROW | m3 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1011.00 | 2.10 | 14,430.000 | 30,303.00
|
WATER | kL | 14,430.000 | 30,303.00
|
| | 19,578.886 | 41,115.66
|
| | 4,244.800 | 8,914.08
|
| | |
|
0025 1012.00 | 62.95 | 120.000 | 7,554.00
|
RIGHT-OF-WAY MARKERS | EACH | 120.000 | 7,554.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 1101.25 | 8.20 | 55.900 | 458.38
|
SAWING PAVEMENT | m | 55.900 | 458.38
|
| | 372.454 | 3,054.12
|
| | 0.000 | 0.00
|
| | |
|
0027 1102.00 | 3.51 | 26,854.000 | 94,257.54
|
REMOVE ASPHALT SURFACE | m2 | 26,854.000 | 94,257.54
|
| | 3,877.150 | 13,608.80
|
| | 0.000 | 0.00
|
| | |
|
0028 1122.01 | 2.09 | 304.000 | 635.36
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 304.000 | 635.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 1124.00 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+25.3 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 1124.01 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+49.3 LT. | | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0031 1124.02 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+51.7 LT. | | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0032 1124.03 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+63 LT. | | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0033 1124.04 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+72.4 LT. | | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0034 1124.05 | 105.00 | 1.000 | 105.00
|
REMOVE BUILDING | EACH | 1.000 | 105.00
|
AT STA. 287+92.4 LT. | | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0035 1125.00 | 1,574.00 | 1.000 | 1,574.00
|
CLEAR TRACT | EACH | 1.000 | 1,574.00
|
AT STA. 287+20 TO STA. 288+05 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 1125.01 | 1,049.00 | 1.000 | 1,049.00
|
CLEAR TRACT | EACH | 1.000 | 1,049.00
|
AT STA. 294+86.93 TO STA. 296+39.37 LT. | | 1.000 | 1,049.00
|
| | 0.000 | 0.00
|
| | |
|
0037 1125.02 | 839.00 | 1.000 | 839.00
|
CLEAR TRACT | EACH | 1.000 | 839.00
|
AT STA. 297+90.44 TO STA. 298+75.97 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 1128.50 | 2.61 | 871.000 | 2,273.31
|
REMOVE SLAB | m2 | 871.000 | 2,273.31
|
| | 809.000 | 2,111.49
|
| | 0.000 | 0.00
|
| | |
|
0039 3275.20 | 5.10 | 65,591.000 | 334,514.10
|
CRUSH CONCRETE PAVEMENT | m2 | 65,591.000 | 334,514.10
|
| | 36,129.492 | 184,260.40
|
| | 972.940 | 4,961.99
|
| | |
|
0040 7017.00 | 5.25 | 202.900 | 1,065.23
|
REMOVE GUARDRAIL | m | 202.900 | 1,065.23
|
| | 227.500 | 1,194.38
|
| | 0.000 | 0.00
|
| | |
|
4001 1136.10 | 3,034.47 | 0.000 | 0.00
|
REMOVE | LS | 1.000 | 3,034.47
|
Removal of Debris sta 296+50 | | 1.000 | 3,034.47
|
| | 0.000 | 0.00
|
| | |
|
4002 1089.99 | 525.00 | 0.000 | 0.00
|
ABANDON WELLS | EACH | 1.000 | 525.00
|
| | 1.000 | 525.00
|
| | 0.000 | 0.00
|
| | |
|
4007 1010.01 | 3.15 | 0.000 | 0.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 104,263.000 | 328,428.45
|
| | 132,681.934 | 417,948.09
|
| | 38,304.000 | 120,657.60
|
| | |
|
4009 1010.01 | 3.15 | 0.000 | 0.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 154,889.000 | 487,900.35
|
| | 92,224.000 | 290,505.60
|
| | 10,753.000 | 33,871.95
|
| | |
|
4010 1010.01 | 3.15 | 0.000 | 0.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 462,362.000 | 1,456,440.30
|
| | 444,953.466 | 1,401,603.42
|
| | 40,657.000 | 128,069.55
|
| | |
|
4011 2011.00 | 17.54 | 0.000 | 0.00
|
CRUSHED ROCK FOR TEMPORARY SURFACING | Mg | 29.330 | 514.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4017 1136.03 | 1,718.40 | 0.000 | 0.00
|
REMOVE | EACH | 1.000 | 1,718.40
|
REMOVE FENCE AT STA. 296+41 TO 297+28 LT | | 1.000 | 1,718.40
|
| | 0.000 | 0.00
|
| | |
|
4018 1136.03 | 281.60 | 0.000 | 0.00
|
REMOVE | EACH | 1.000 | 281.60
|
REMOVE FENCE AT STA 296+41 TO 297+28 LT | | 1.000 | 281.60
|
| | 0.000 | 0.00
|
| | |
|
4021 7308.10 | 1,608.39 | 0.000 | 0.00
|
REMOVE SIGN | EACH | 1.000 | 1,608.39
|
Removal of Advertising Sign | | 1.000 | 1,608.39
|
| | 0.000 | 0.00
|
| | |
|
4029 1136.09 | 3.44 | 0.000 | 0.00
|
REMOVE | m | 1,000.000 | 3,440.00
|
| | 1,027.850 | 3,535.80
|
| | 0.000 | 0.00
|
| | |
|
4030 1136.09 | 3.44 | 0.000 | 0.00
|
REMOVE | m | 200.000 | 688.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4031 6415.01 | 1,720.64 | 0.000 | 0.00
|
DRAINAGE SYSTEM | EACH | 1.000 | 1,720.64
|
| | 1.000 | 1,720.64
|
| | 0.000 | 0.00
|
| | |
|
4032 7107.22 | 1,040.87 | 0.000 | 0.00
|
REMOVE GATE | EACH | 1.000 | 1,040.87
|
| | 1.000 | 1,040.87
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 3,149,986.58
|
| | Current | 3,164,558.40
|
| | In place | 2,579,962.80
|
| | This Estimate | 296,782.81
|
| | |
|
GROUP 1A MSE WALLS | | |
|
0041 0030.10 | 49,294.00 | 1.000 | 49,294.00
|
MOBILIZATION | LS | 1.000 | 49,294.00
|
| | 0.406 | 20,047.72
|
| | 0.000 | 0.00
|
| | |
|
0042 4095.00 | 173.98 | 6,720.000 | 1,169,145.60
|
CONCRETE FACE PANELS | m2 | 6,720.000 | 1,169,145.60
|
| | 273.000 | 47,496.54
|
| | 0.000 | 0.00
|
| | |
|
0043 4095.10 | 39.87 | 1,154.900 | 46,045.86
|
CONCRETE LEVELING PADS | m | 1,154.900 | 46,045.86
|
| | 256.350 | 10,220.67
|
| | 197.450 | 7,872.33
|
| | |
|
0044 4095.20 | 133.00 | 1,157.200 | 153,907.60
|
COPING | m | 1,157.200 | 153,907.60
|
| | 59.700 | 7,940.10
|
| | 59.700 | 7,940.10
|
| | |
|
0045 4350.18 | 45.12 | 226.000 | 10,197.12
|
450 mm CORRUGATED METAL PIPE | m | 226.000 | 10,197.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 4350.21 | 52.04 | 183.000 | 9,523.32
|
525 mm CORRUGATED METAL PIPE | m | 183.000 | 9,523.32
|
| | 183.000 | 9,523.32
|
| | 109.000 | 5,672.36
|
| | |
|
0047 8024.75 | 14.64 | 29,959.000 | 438,599.76
|
SELECT GRANULAR BACKFILL FOR MSE WALL | m3 | 29,959.000 | 438,599.76
|
| | 1,024.000 | 14,991.36
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALLS | | Contracted | 1,876,713.26
|
| | Current | 1,876,713.26
|
| | In place | 110,219.71
|
| | This Estimate | 21,484.79
|
| | |
|
GROUP 1B RETAINING WALL | | |
|
0048 0030.10 | 29,176.00 | 1.000 | 29,176.00
|
MOBILIZATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 4095.20 | 274.55 | 131.000 | 35,966.05
|
COPING | m | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 6310.00 | 380.63 | 2,017.000 | 767,730.71
|
STEEL SHEET PILING | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4034 L020.10 | 1.59 | 0.000 | 0.00
|
EROSION CONTROL, TYPE "HV" | m2 | 381.000 | 605.79
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4035 4095.00 | 173.98 | 0.000 | 0.00
|
CONCRETE FACE PANEL | m2 | 580.460 | 100,988.43
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4036 4095.20 | 133.00 | 0.000 | 0.00
|
COPING | m | 131.260 | 17,457.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4037 8024.75 | 14.64 | 0.000 | 0.00
|
SELECT GRANULAR BACKFILL FOR MECHANICALLY STABILIZED EARTHWALL | m3 | 2,589.000 | 37,902.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4038 0030.10 | 15,214.28 | 1.000 | 15,214.28
|
MOBILIZATION | LS | 2.000 | 30,428.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4039 4976.05 | 156,074.15 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 156,074.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4040 4095.10 | 39.87 | 0.000 | 0.00
|
CONCRETE LEVELING PAD | m | 130.250 | 5,193.07
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4041 4976.10 | 249,718.25 | 0.000 | 0.00
|
MODIFICATION | LS | 1.000 | 249,718.25
|
V.E.P. For Change From Sheet Pile Wall To Retained Earth Wall | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1B RETAINING WALL | | Contracted | 832,872.76
|
| | Current | 583,154.51
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0051 A069.15 | 12.07 | 786.550 | 9,493.66
|
38 mm CONDUIT IN MEDIAN BARRIER | m | 786.550 | 9,493.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 0030.30 | 676,026.00 | 1.000 | 676,026.00
|
MOBILIZATION | LS | 1.000 | 676,026.00
|
| | 1.000 | 676,026.00
|
| | 0.000 | 0.00
|
| | |
|
0053 1020.01 | 21.00 | 9.000 | 189.00
|
DELINEATOR, TYPE I | EACH | 9.000 | 189.00
|
| | 74.000 | 1,554.00
|
| | 0.000 | 0.00
|
| | |
|
0054 1020.02 | 23.00 | 9.000 | 207.00
|
DELINEATOR, TYPE II | EACH | 9.000 | 207.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 1020.03 | 25.18 | 23.000 | 579.14
|
DELINEATOR, TYPE III | EACH | 23.000 | 579.14
|
| | 68.000 | 1,712.24
|
| | 0.000 | 0.00
|
| | |
|
0056 1020.06 | 20.98 | 342.000 | 7,175.16
|
FLEXIBLE POST DELINEATOR | EACH | 342.000 | 7,175.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 1020.20 | 31.48 | 12.000 | 377.76
|
INSTALL CHEVRONS | EACH | 12.000 | 377.76
|
| | 7.000 | 220.36
|
| | 0.000 | 0.00
|
| | |
|
0058 3013.13 | 85.86 | 888.665 | 76,300.78
|
CONCRETE CLASS 47BD-30 BARRIER CURB | m | 888.665 | 76,300.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 3013.25 | 667.00 | 4.000 | 2,668.00
|
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION | EACH | 4.000 | 2,668.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 3016.21 | 25.10 | 170.000 | 4,267.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 170.000 | 4,267.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 3017.40 | 25.60 | 2,649.000 | 67,814.40
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 2,649.000 | 67,814.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 3025.00 | 113.53 | 786.550 | 89,297.02
|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | m | 786.550 | 89,297.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 3075.32 | 24.68 | 1,179.000 | 29,097.72
|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,179.000 | 29,097.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 3075.46 | 27.35 | 21,998.000 | 601,645.30
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 21,998.000 | 601,645.30
|
| | 9,595.241 | 262,429.84
|
| | 2,099.880 | 57,431.72
|
| | |
|
0065 3075.52 | 32.17 | 2,266.000 | 72,897.22
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 3075.56 | 29.87 | 92,061.000 | 2,749,862.07
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 84,023.000 | 2,509,767.01
|
| | 27,068.260 | 808,528.96
|
| | 4,286.960 | 128,051.50
|
| | |
|
0067 3300.50 | 36,732.00 | 1.000 | 36,732.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 36,732.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 3300.65 | 78.51 | 59.000 | 4,632.09
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 59.000 | 4,632.09
|
| | 4.000 | 314.04
|
| | 0.000 | 0.00
|
| | |
|
0069 4024.70 | 1,344.00 | 2.000 | 2,688.00
|
CONCRETE FLUME, TYPE I | EACH | 2.000 | 2,688.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4763.26 | 68.00 | 7.000 | 476.00
|
UNDERDRAIN HEADWALL | EACH | 7.000 | 476.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4764.34 | 7.73 | 40.000 | 309.20
|
100 mm NONPERFORATED PIPE UNDERDRAIN | m | 40.000 | 309.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4764.35 | 10.58 | 2,014.000 | 21,308.12
|
100 mm PERFORATED PIPE UNDERDRAIN | m | 2,014.000 | 21,308.12
|
| | 346.000 | 3,660.68
|
| | 165.000 | 1,745.70
|
| | |
|
0073 4900.56 | 317.00 | 3.000 | 951.00
|
ADJUST | EACH | 3.000 | 951.00
|
MONITORING WELL TO GRADE | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 7550.03 | 1.78 | 12,000.000 | 21,360.00
|
100 mm YELLOW EPOXY PAVEMENT MARKING | m | 12,000.000 | 21,360.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 7550.04 | 1.78 | 15,000.000 | 26,700.00
|
100 mm WHITE EPOXY PAVEMENT MARKING | m | 15,000.000 | 26,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 7550.12 | 6.30 | 600.000 | 3,780.00
|
300 mm WHITE EPOXY PAVEMENT MARKING | m | 600.000 | 3,780.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 8029.10 | 5.67 | 109,949.000 | 623,410.83
|
AGGREGATE FOUNDATION COURSE-D 100 mm | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 8029.84 | 3.38 | 14,355.000 | 48,519.90
|
BITUMINOUS FOUNDATION COURSE 100 mm | m2 | 14,355.000 | 48,519.90
|
| | 26,516.186 | 89,624.71
|
| | 1,933.456 | 6,535.08
|
| | |
|
0079 8032.04 | 2.14 | 14,355.000 | 30,719.70
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 2,355.000 | 5,039.70
|
| | 2,099.880 | 4,493.74
|
| | 2,099.880 | 4,493.74
|
| | |
|
0080 8060.05 | 40.57 | 105.000 | 4,259.85
|
GRANULAR SUBDRAIN | EACH | 105.000 | 4,259.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9005.23 | 23.29 | 6,090.000 | 141,836.10
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 6,090.000 | 141,836.10
|
| | 2,067.840 | 48,159.99
|
| | 647.420 | 15,078.41
|
| | |
|
0082 9005.45 | 30.22 | 19,290.000 | 582,943.80
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 19,290.000 | 582,943.80
|
| | 11,359.840 | 343,294.35
|
| | 2,371.870 | 71,677.91
|
| | |
|
0083 9021.03 | 212.99 | 328.860 | 70,043.89
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 328.860 | 70,043.89
|
| | 59.040 | 12,574.93
|
| | 0.000 | 0.00
|
| | |
|
0084 9021.08 | 267.81 | 1,041.660 | 278,966.96
|
PERFORMANCE GRADED BINDER (64-28) | Mg | 1,041.660 | 278,966.96
|
| | 297.530 | 79,681.52
|
| | 0.000 | 0.00
|
| | |
|
0085 9053.00 | 0.23 | 23,590.000 | 5,425.70
|
TACK COAT | L | 23,590.000 | 5,425.70
|
| | 5,867.380 | 1,349.49
|
| | 757.080 | 174.13
|
| | |
|
0086 9111.00 | 1.98 | 3,106.000 | 6,149.88
|
WATER | kL | 3,106.000 | 6,149.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 9140.00 | 120.66 | 142.415 | 17,183.79
|
JOINT SEALING - ASPHALT TO CONCRETE | StaM | 142.415 | 17,183.79
|
| | 16.580 | 2,000.54
|
| | 0.000 | 0.00
|
| | |
|
0088 9170.00 | 314.77 | 239.973 | 75,536.30
|
EARTH SHOULDER CONSTRUCTION | StaM | 239.973 | 75,536.30
|
| | 45.200 | 14,227.61
|
| | 0.000 | 0.00
|
| | |
|
0089 9173.20 | 1.27 | 175,473.000 | 222,850.71
|
SUBGRADE PREPARATION | m2 | 175,473.000 | 222,850.71
|
| | 67,680.490 | 85,954.21
|
| | 16,781.424 | 21,312.41
|
| | |
|
0090 9179.34 | 2.13 | 64,411.000 | 137,195.43
|
COLD MILLING, CLASS 4 | m2 | 64,411.000 | 137,195.43
|
| | 46,662.669 | 99,391.49
|
| | 0.000 | 0.00
|
| | |
|
0091 9179.54 | 4.09 | 8,043.000 | 32,895.87
|
COLD MILLING, CLASS 4 | m2 | 8,043.000 | 32,895.87
|
TYPE A | | 3,683.890 | 15,067.11
|
| | 0.000 | 0.00
|
| | |
|
0092 9185.77 | 97.18 | 85.930 | 8,350.68
|
RUMBLE STRIPS, CONCRETE | StaM | 85.930 | 8,350.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 9188.50 | 17.20 | 280.000 | 4,816.00
|
SURFACING UNDER GUARDRAIL | m2 | 280.000 | 4,816.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4012 3970.05 | 8,072.24 | 0.000 | 0.00
|
REPAIR | LS | 1.000 | 8,072.24
|
REPAIR 204TH STREET CROSSOVER ALIGNMENT | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4013 3075.51 | 30.24 | 0.000 | 0.00
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,523.000 | 46,055.52
|
255 MM CONCRETE PAVEMENT, CLASS 47B-25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4014 3075.51 | 30.24 | 0.000 | 0.00
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 8,781.000 | 265,537.44
|
255 MM CONCRETE PAVEMENT, 47B-25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4019 8032.04 | 5.51 | 0.000 | 0.00
|
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm | m2 | 101,035.000 | 556,702.85
|
| | 10,179.377 | 56,088.37
|
| | 2,606.896 | 14,364.00
|
| | |
|
4020 8032.04 | 5.51 | 0.000 | 0.00
|
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm | m2 | 8,914.000 | 49,116.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4044 A110.02 | 27,575.54 | 0.000 | 0.00
|
REPAIR | LS | 1.000 | 27,575.54
|
| | 1.000 | 27,575.54
|
| | 1.000 | 27,575.54
|
| | |
|
4045 A110.03 | 9,211.90 | 0.000 | 0.00
|
REPAIR | EACH | 1.000 | 9,211.90
|
| | 1.000 | 9,211.90
|
| | 1.000 | 9,211.90
|
| | |
|
4047 8032.04 | 2.14 | 0.000 | 0.00
|
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm | m2 | 12,000.000 | 25,680.00
|
| | 5,711.960 | 12,223.59
|
| | 5,711.960 | 12,223.59
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 6,797,939.04
|
| | Current | 6,823,807.56
|
| | In place | 2,655,365.21
|
| | This Estimate | 369,875.63
|
| | |
|
GROUP 4 CULVERTS | | |
|
0094 P120.18 | 91.00 | 1.200 | 109.20
|
450 mm CULVERT PIPE, TYPE 2 | m | 1.200 | 109.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 P120.30 | 117.00 | 6.000 | 702.00
|
750 mm CULVERT PIPE, TYPE 2 | m | 6.000 | 702.00
|
| | 13.420 | 1,570.14
|
| | 0.000 | 0.00
|
| | |
|
0096 P120.54 | 453.00 | 1.200 | 543.60
|
1350 mm CULVERT PIPE, TYPE 2 | m | 1.200 | 543.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0097 P200.54 | 435.65 | 246.500 | 107,387.73
|
1350 mm CULVERT PIPE, TYPE 2 OR 5 | m | 246.500 | 107,387.73
|
| | 243.600 | 106,124.34
|
| | 0.000 | 0.00
|
| | |
|
0098 P200.60 | 425.18 | 153.500 | 65,265.13
|
1500 mm CULVERT PIPE, TYPE 2 OR 5 | m | 153.500 | 65,265.13
|
| | 155.020 | 65,911.40
|
| | 0.000 | 0.00
|
| | |
|
0099 P400.18 | 59.11 | 33.000 | 1,950.63
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 33.000 | 1,950.63
|
| | 33.000 | 1,950.63
|
| | 0.000 | 0.00
|
| | |
|
0100 P400.24 | 76.60 | 88.500 | 6,779.10
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 88.500 | 6,779.10
|
| | 88.741 | 6,797.56
|
| | 0.000 | 0.00
|
| | |
|
0101 P400.30 | 145.87 | 51.000 | 7,439.37
|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 51.000 | 7,439.37
|
| | 51.000 | 7,439.37
|
| | 0.000 | 0.00
|
| | |
|
0102 P700.15 | 50.80 | 48.600 | 2,468.88
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 48.600 | 2,468.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0103 P700.18 | 58.76 | 989.000 | 58,113.64
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 989.000 | 58,113.64
|
| | 779.320 | 45,792.83
|
| | 31.000 | 1,821.56
|
| | |
|
0104 P700.24 | 97.12 | 177.000 | 17,190.24
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 177.000 | 17,190.24
|
| | 24.400 | 2,369.73
|
| | 0.000 | 0.00
|
| | |
|
0105 P700.30 | 100.60 | 176.100 | 17,715.66
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 176.100 | 17,715.66
|
| | 176.100 | 17,715.66
|
| | 0.000 | 0.00
|
| | |
|
0106 P702.54 | 251.59 | 103.700 | 26,089.88
|
1350 mm STORM SEWER PIPE, TYPE 1 | m | 103.700 | 26,089.88
|
| | 61.000 | 15,346.99
|
| | 0.000 | 0.00
|
| | |
|
0107 0030.40 | 135,433.00 | 1.000 | 135,433.00
|
MOBILIZATION | LS | 1.000 | 135,433.00
|
| | 1.000 | 135,433.00
|
| | 0.000 | 0.00
|
| | |
|
0108 1043.50 | 0.91 | 13,194.000 | 12,006.54
|
RIPRAP FILTER FABRIC | m2 | 13,194.000 | 12,006.54
|
| | 5,754.000 | 5,236.14
|
| | 0.000 | 0.00
|
| | |
|
0109 1119.00 | 95.00 | 8.000 | 760.00
|
REMOVE INLET | EACH | 8.000 | 760.00
|
| | 6.000 | 570.00
|
| | 2.000 | 190.00
|
| | |
|
0110 4002.00 | 2.19 | 228.000 | 499.32
|
CAST IRON COVER AND FRAME | kg | 228.000 | 499.32
|
| | 57.000 | 124.83
|
| | 0.000 | 0.00
|
| | |
|
0111 4003.00 | 2.03 | 789.000 | 1,601.67
|
CAST IRON COVER, FRAME, AND FLANGE | kg | 789.000 | 1,601.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0112 4004.50 | 2.51 | 9,256.000 | 23,232.56
|
CAST IRON GRATE AND FRAME | kg | 9,256.000 | 23,232.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 4005.00 | 1.55 | 156.000 | 241.80
|
CAST IRON RING AND COVER | kg | 156.000 | 241.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 4012.04 | 204.00 | 1.000 | 204.00
|
INLET | EACH | 1.000 | 204.00
|
MARKER | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 4016.00 | 4,204.00 | 1.000 | 4,204.00
|
MANHOLE | EACH | 1.000 | 4,204.00
|
AT STA. 302+23.26 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 4016.01 | 1,951.00 | 1.000 | 1,951.00
|
MANHOLE | EACH | 1.000 | 1,951.00
|
AT STA. 304+88.5 LT. | | 1.000 | 1,951.00
|
| | 0.000 | 0.00
|
| | |
|
0117 4016.02 | 4,252.00 | 1.000 | 4,252.00
|
MANHOLE | EACH | 1.000 | 4,252.00
|
AT STA. 2210+97 LT. | | 1.000 | 4,252.00
|
| | 0.000 | 0.00
|
| | |
|
0118 4016.03 | 3,562.00 | 1.000 | 3,562.00
|
MANHOLE | EACH | 1.000 | 3,562.00
|
AT STA. 2211+98.67 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0119 4035.00 | 69.00 | 9.000 | 621.00
|
REMOVE FLARED-END SECTION | EACH | 9.000 | 621.00
|
| | 5.000 | 345.00
|
| | 2.000 | 138.00
|
| | |
|
0120 4035.25 | 197.00 | 1.000 | 197.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 1.000 | 197.00
|
| | 3.000 | 591.00
|
| | 0.000 | 0.00
|
| | |
|
0121 4040.00 | 127.00 | 10.000 | 1,270.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 10.000 | 1,270.00
|
| | 6.000 | 762.00
|
| | 0.000 | 0.00
|
| | |
|
0122 4041.00 | 492.00 | 1.000 | 492.00
|
CULVERT CLEANOUT | EACH | 1.000 | 492.00
|
AT STA. 281+09.5 | | 1.000 | 492.00
|
| | 0.000 | 0.00
|
| | |
|
0123 4044.00 | 692.00 | 1.000 | 692.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 692.00
|
AT STA. 281+09.5 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 4044.01 | 2,467.00 | 1.000 | 2,467.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,467.00
|
AT STA. 284+40.55 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 4044.02 | 692.00 | 1.000 | 692.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 692.00
|
AT STA. 2202+84 | | 1.000 | 692.00
|
| | 0.000 | 0.00
|
| | |
|
0126 4045.00 | 11,818.00 | 1.000 | 11,818.00
|
REMOVE STRUCTURE | EACH | 1.000 | 11,818.00
|
AT STA. 288+30.945 | | 1.000 | 11,818.00
|
| | 1.000 | 11,818.00
|
| | |
|
0127 4045.01 | 12,072.00 | 1.000 | 12,072.00
|
REMOVE STRUCTURE | EACH | 1.000 | 12,072.00
|
AT STA. 308+65.23 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 4045.02 | 4,702.00 | 1.000 | 4,702.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,702.00
|
AT STA. 311+88.424 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 4050.01 | 0.53 | 7,615.000 | 4,035.95
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 7,615.000 | 4,035.95
|
| | 6,879.605 | 3,646.19
|
| | 145.000 | 76.85
|
| | |
|
0130 4051.01 | 13.22 | 11,227.000 | 148,420.94
|
EXCAVATION FOR BOX CULVERTS | m3 | 11,227.000 | 148,420.94
|
| | 6,111.000 | 80,787.42
|
| | 1,986.000 | 26,254.92
|
| | |
|
0131 4101.06 | 261.28 | 2,020.470 | 527,908.40
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 2,020.470 | 527,908.40
|
| | 1,579.840 | 412,780.86
|
| | 0.000 | 0.00
|
| | |
|
0132 4105.59 | 616.20 | 63.520 | 39,141.02
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 63.520 | 39,141.02
|
| | 15.300 | 9,427.86
|
| | 1.050 | 647.01
|
| | |
|
0133 4107.07 | 177.00 | 8.820 | 1,561.14
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 8.820 | 1,561.14
|
| | 12.650 | 2,239.05
|
| | 0.000 | 0.00
|
| | |
|
0134 4130.06 | 679.38 | 0.080 | 54.35
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.080 | 54.35
|
| | 0.030 | 20.38
|
| | 0.000 | 0.00
|
| | |
|
0135 4151.00 | 1.13 | 119,885.000 | 135,470.05
|
REINFORCING STEEL FOR BOX CULVERT | kg | 119,885.000 | 135,470.05
|
| | 87,899.750 | 99,326.72
|
| | 0.000 | 0.00
|
| | |
|
0136 4155.50 | 0.47 | 2,478.000 | 1,164.66
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 2,478.000 | 1,164.66
|
| | 575.000 | 270.25
|
| | 47.000 | 22.09
|
| | |
|
0137 4157.00 | 0.47 | 187.000 | 87.89
|
REINFORCING STEEL FOR COLLARS | kg | 187.000 | 87.89
|
| | 288.320 | 135.51
|
| | 0.000 | 0.00
|
| | |
|
0138 4310.18 | 248.49 | 26.000 | 6,460.74
|
450 mm FLARED-END SECTION | EACH | 26.000 | 6,460.74
|
| | 27.000 | 6,709.23
|
| | 1.000 | 248.49
|
| | |
|
0139 4310.24 | 272.00 | 8.000 | 2,176.00
|
600 mm FLARED-END SECTION | EACH | 8.000 | 2,176.00
|
| | 6.000 | 1,632.00
|
| | 0.000 | 0.00
|
| | |
|
0140 4310.30 | 309.00 | 3.000 | 927.00
|
750 mm FLARED-END SECTION | EACH | 3.000 | 927.00
|
| | 3.000 | 927.00
|
| | 0.000 | 0.00
|
| | |
|
0141 4310.54 | 767.00 | 1.000 | 767.00
|
1350 mm FLARED-END SECTION | EACH | 1.000 | 767.00
|
| | 1.000 | 767.00
|
| | 0.000 | 0.00
|
| | |
|
0142 4310.60 | 905.00 | 5.000 | 4,525.00
|
1500 mm FLARED-END SECTION | EACH | 5.000 | 4,525.00
|
| | 5.000 | 4,525.00
|
| | 0.000 | 0.00
|
| | |
|
0143 4461.30 | 309.00 | 1.000 | 309.00
|
INSTALL 750 mm CONCRETE FLARED-END SECTION | EACH | 1.000 | 309.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 4670.05 | 22.60 | 935.600 | 21,144.56
|
CULVERT SANDFILL | m3 | 935.600 | 21,144.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 4900.24 | 1,713.41 | 15.000 | 25,701.15
|
AREA INLET SEDIMENT FILTER | EACH | 15.000 | 25,701.15
|
| | 6.000 | 10,280.46
|
| | 0.000 | 0.00
|
| | |
|
0146 6104.00 | 3.68 | 280.000 | 1,030.40
|
BROKEN CONCRETE RIPRAP | Mg | 280.000 | 1,030.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 6105.01 | 19.00 | 6,173.000 | 117,287.00
|
ROCK RIPRAP, TYPE A | Mg | 6,173.000 | 117,287.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 6105.02 | 19.00 | 8,542.000 | 162,298.00
|
ROCK RIPRAP, TYPE B | Mg | 8,542.000 | 162,298.00
|
| | 6,502.000 | 123,538.00
|
| | 0.000 | 0.00
|
| | |
|
0149 6105.03 | 21.03 | 1,005.000 | 21,135.15
|
ROCK RIPRAP, TYPE C | Mg | 1,005.000 | 21,135.15
|
| | 1,005.000 | 21,135.15
|
| | 0.000 | 0.00
|
| | |
|
4004 1130.00 | 2,715.00 | 0.000 | 0.00
|
REMOVE UNDERGROUND TANK | EACH | 2.000 | 5,430.00
|
| | 2.000 | 5,430.00
|
| | 0.000 | 0.00
|
| | |
|
4005 4015.09 | 298.75 | 0.000 | 0.00
|
ADJUSTING MANHOLE TO GRADE | EACH | 1.000 | 298.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4022 4900.55 | 24,725.28 | 0.000 | 0.00
|
INSTALL | EACH | 1.000 | 24,725.28
|
| | 1.000 | 24,725.28
|
| | 0.000 | 0.00
|
| | |
|
4027 4017.00 | 1,020.00 | 0.000 | 0.00
|
TAPPING EXISTING MANHOLE | EACH | 1.000 | 1,020.00
|
| | 1.000 | 1,020.00
|
| | 0.000 | 0.00
|
| | |
|
4028 4350.12 | 106.82 | 0.000 | 0.00
|
300 mm CORRUGATED METAL PIPE | m | 30.480 | 3,255.87
|
| | 30.480 | 3,255.87
|
| | 0.000 | 0.00
|
| | |
|
4033 4999.05 | 5,899.98 | 0.000 | 0.00
|
BUILD DETENTION CELL | LS | 1.000 | 5,899.98
|
| | 1.000 | 5,899.98
|
| | 0.000 | 0.00
|
| | |
|
4043 1119.05 | 1,613.93 | 0.000 | 0.00
|
REMOVE AREA INLET | EACH | 1.000 | 1,613.93
|
| | 1.000 | 1,613.93
|
| | 1.000 | 1,613.93
|
| | |
|
6001 4051.12 | 26.13 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 10.000 | 261.30
|
| | 243.630 | 6,366.05
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 1,756,331.35
|
| | Current | 1,798,836.47
|
| | In place | 1,259,744.81
|
| | This Estimate | 42,830.85
|
| | |
|
GROUP 5 SEEDING | | |
|
0150 L001.01 | 1,734.00 | 5.000 | 8,670.00
|
SEEDING, TYPE A | ha | 5.000 | 8,670.00
|
| | 0.241 | 417.89
|
| | 0.000 | 0.00
|
| | |
|
0151 L001.02 | 849.00 | 5.000 | 4,245.00
|
SEEDING, TYPE B | ha | 5.000 | 4,245.00
|
| | 0.191 | 162.16
|
| | 0.000 | 0.00
|
| | |
|
0152 L020.01 | 5.14 | 17,811.000 | 91,548.54
|
EROSION CONTROL, TYPE A | m2 | 17,811.000 | 91,548.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 L020.07 | 3.67 | 1,594.000 | 5,849.98
|
EROSION CONTROL, TYPE B-1 | m2 | 1,594.000 | 5,849.98
|
| | 1,060.000 | 3,890.20
|
| | 0.000 | 0.00
|
| | |
|
0154 L022.00 | 2.31 | 187.900 | 434.05
|
FABRIC SILT CHECKS | m | 187.900 | 434.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 L032.75 | 69.25 | 50.000 | 3,462.50
|
MULCH | Mg | 50.000 | 3,462.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0156 0030.50 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4046 L010.00 | 5.72 | 0.000 | 0.00
|
SODDING | m2 | 710.468 | 4,063.88
|
| | 710.468 | 4,063.88
|
| | 710.468 | 4,063.88
|
| | |
|
GROUP 5 SEEDING | | Contracted | 114,211.07
|
| | Current | 118,274.95
|
| | In place | 8,534.13
|
| | This Estimate | 4,063.88
|
| | |
|
GROUP 6 BRIDGE AT STA. 302+93.714 | | |
|
0157 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0030.60 | 85,944.00 | 1.000 | 85,944.00
|
MOBILIZATION | LS | 1.000 | 85,944.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 3050.15 | 231.89 | 187.400 | 43,456.19
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 187.400 | 43,456.19
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0160 3051.10 | 1.24 | 16,286.500 | 20,195.26
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 16,286.500 | 20,195.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 6000.20 | 3,492.00 | 1.000 | 3,492.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 3,492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0162 6000.21 | 3,492.00 | 1.000 | 3,492.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 3,492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0163 6005.35 | 99.04 | 35.400 | 3,506.02
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 35.400 | 3,506.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 6005.78 | 994.00 | 7.000 | 6,958.00
|
EXPANSION BEARING, TFE TYPE | EACH | 7.000 | 6,958.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0165 6005.83 | 892.00 | 7.000 | 6,244.00
|
FIXED BEARING | EACH | 7.000 | 6,244.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0166 6010.22 | 307.84 | 245.400 | 75,543.94
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 245.400 | 75,543.94
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0167 6010.28 | 314.83 | 310.800 | 97,849.16
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 310.800 | 97,849.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0168 6011.12 | 344,353.00 | 1.000 | 344,353.00
|
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION | LS | 1.000 | 344,353.00
|
302+93.714 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0169 6040.00 | 28,342.00 | 1.000 | 28,342.00
|
REMOVE STRUCTURE | EACH | 1.000 | 28,342.00
|
AT STA. 302+93.714 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 6095.00 | 987.40 | 12.000 | 11,848.80
|
STEEL DIAPHRAGM | EACH | 12.000 | 11,848.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0171 6131.50 | 1.24 | 52,536.000 | 65,144.64
|
EPOXY COATED REINFORCING STEEL | kg | 52,536.000 | 65,144.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 6210.12 | 44.54 | 1,328.500 | 59,171.39
|
HP 250 mm X 62 kg STEEL PILING | m | 1,328.500 | 59,171.39
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 6601.15 | 13.12 | 64.800 | 850.18
|
38 mm CONDUIT IN BRIDGE | m | 64.800 | 850.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 6614.10 | 4,178.00 | 2.000 | 8,356.00
|
TEMPORARY SUPPORTS | EACH | 2.000 | 8,356.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 302+93.714 | | Contracted | 865,546.57
|
| | Current | 865,546.57
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 302+93.714 | | |
|
0175 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0176 0030.60 | 82,984.00 | 1.000 | 82,984.00
|
MOBILIZATION | LS | 1.000 | 82,984.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0177 3050.15 | 231.89 | 187.400 | 43,456.19
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 187.400 | 43,456.19
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0178 3051.10 | 1.24 | 16,286.500 | 20,195.26
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 16,286.500 | 20,195.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0179 6000.20 | 3,492.00 | 1.000 | 3,492.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 3,492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0180 6000.21 | 3,492.00 | 1.000 | 3,492.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 3,492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0181 6005.35 | 99.04 | 35.400 | 3,506.02
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 35.400 | 3,506.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0182 6005.78 | 994.00 | 7.000 | 6,958.00
|
EXPANSION BEARING, TFE TYPE | EACH | 7.000 | 6,958.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0183 6005.83 | 892.00 | 7.000 | 6,244.00
|
FIXED BEARING | EACH | 7.000 | 6,244.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0184 6010.22 | 307.82 | 245.400 | 75,539.03
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 245.400 | 75,539.03
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0185 6010.28 | 317.48 | 310.800 | 98,672.78
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 310.800 | 98,672.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0186 6011.12 | 344,352.00 | 1.000 | 344,352.00
|
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION | LS | 1.000 | 344,352.00
|
302+93.714 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0187 6095.00 | 987.40 | 12.000 | 11,848.80
|
STEEL DIAPHRAGM | EACH | 12.000 | 11,848.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0188 6131.50 | 1.24 | 52,536.000 | 65,144.64
|
EPOXY COATED REINFORCING STEEL | kg | 52,536.000 | 65,144.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0189 6210.12 | 44.54 | 1,328.500 | 59,171.39
|
HP 250 mm X 62 kg STEEL PILING | m | 1,328.500 | 59,171.39
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0190 6601.15 | 13.12 | 181.500 | 2,381.28
|
38 mm CONDUIT IN BRIDGE | m | 181.500 | 2,381.28
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0191 6614.10 | 4,178.00 | 2.000 | 8,356.00
|
TEMPORARY SUPPORTS | EACH | 2.000 | 8,356.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 302+93.714 | | Contracted | 836,593.38
|
| | Current | 836,593.38
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 286+20 | | |
|
0192 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0193 0030.60 | 78,610.00 | 1.000 | 78,610.00
|
MOBILIZATION | LS | 1.000 | 78,610.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 3050.15 | 184.43 | 174.300 | 32,146.15
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 174.300 | 32,146.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 3051.10 | 1.24 | 9,908.000 | 12,285.92
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,908.000 | 12,285.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0196 6000.10 | 2,542.00 | 1.000 | 2,542.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,542.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 6000.11 | 2,542.00 | 1.000 | 2,542.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,542.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0198 6000.20 | 5,995.00 | 1.000 | 5,995.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 5,995.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 6005.35 | 98.99 | 34.580 | 3,423.07
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 34.580 | 3,423.07
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0200 6005.83 | 794.00 | 5.000 | 3,970.00
|
FIXED BEARING | EACH | 5.000 | 3,970.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0201 6008.55 | 13.87 | 1,039.600 | 14,419.25
|
PLACING, FINISHING, AND CURING TYPE K CONCRETE OVERLAY | m2 | 1,039.600 | 14,419.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0202 6010.22 | 299.60 | 216.400 | 64,833.44
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 216.400 | 64,833.44
|
| | 100.108 | 29,992.35
|
| | 63.820 | 19,120.47
|
| | |
|
0203 6010.26 | 372.12 | 16.800 | 6,251.62
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 16.800 | 6,251.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 6011.25 | 215,292.00 | 1.000 | 215,292.00
|
NU-DECK PANELS | LS | 1.000 | 215,292.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0205 6016.04 | 281.95 | 67.500 | 19,031.63
|
CONCRETE FOR OVERLAYS-TYPE K | m3 | 67.500 | 19,031.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0206 6071.11 | 209,662.00 | 1.000 | 209,662.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 209,662.00
|
AT STA. 286+20 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0207 6080.00 | 2.75 | 1,073.000 | 2,950.75
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,073.000 | 2,950.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0208 6107.00 | 76.74 | 38.500 | 2,954.49
|
CONCRETE SLOPE PROTECTION | m2 | 38.500 | 2,954.49
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0209 6131.50 | 1.41 | 18,656.000 | 26,304.96
|
EPOXY COATED REINFORCING STEEL | kg | 18,656.000 | 26,304.96
|
| | 10,521.720 | 14,835.63
|
| | 6,707.480 | 9,457.55
|
| | |
|
0210 6139.50 | 12.18 | 74.400 | 906.19
|
SUBSURFACE DRAINAGE MATTING | m2 | 74.400 | 906.19
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0211 6210.14 | 54.76 | 1,449.100 | 79,352.72
|
HP 310 mm X 79 kg STEEL PILING | m | 1,449.100 | 79,352.72
|
| | 874.070 | 47,864.07
|
| | 446.160 | 24,431.72
|
| | |
|
0212 6401.00 | 98.70 | 69.165 | 6,826.59
|
PEDESTRIAN BARRIER RAIL | m | 69.165 | 6,826.59
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0213 6404.00 | 181.34 | 76.855 | 13,936.89
|
PEDESTRIAN RAILING (CHAIN LINK TYPE) | m | 76.855 | 13,936.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0214 6601.15 | 13.12 | 80.350 | 1,054.19
|
38 mm CONDUIT IN BRIDGE | m | 80.350 | 1,054.19
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0215 8091.00 | 11.88 | 200.000 | 2,376.00
|
GRANULAR BACKFILL | m3 | 200.000 | 2,376.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 286+20 | | Contracted | 808,466.85
|
| | Current | 808,466.85
|
| | In place | 92,692.05
|
| | This Estimate | 53,009.74
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0216 0030.70 | 4,155.00 | 1.000 | 4,155.00
|
MOBILIZATION | LS | 1.000 | 4,155.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 7011.20 | 54.04 | 167.640 | 9,059.27
|
W-BEAM GUARDRAIL | m | 167.640 | 9,059.27
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0218 7011.30 | 87.08 | 64.770 | 5,640.17
|
THRIE-BEAM GUARDRAIL | m | 64.770 | 5,640.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0219 7019.50 | 14,762.00 | 5.000 | 73,810.00
|
IMPACT ATTENUATOR | EACH | 5.000 | 73,810.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0220 7020.00 | 1,382.00 | 4.000 | 5,528.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0221 7022.00 | 529.00 | 2.000 | 1,058.00
|
END ANCHORAGE ASSEMBLY | EACH | 2.000 | 1,058.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0222 7022.50 | 5,250.00 | 2.000 | 10,500.00
|
BULLNOSE-3.8 m | EACH | 2.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0223 7024.25 | 2,175.00 | 4.000 | 8,700.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 4.000 | 8,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 118,450.44
|
| | Current | 118,450.44
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCING | | |
|
0224 0030.71 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0225 7100.00 | 7.06 | 1,390.000 | 9,813.40
|
RIGHT-OF-WAY FENCE | m | 1,390.000 | 9,813.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0226 7103.00 | 84.00 | 8.000 | 672.00
|
END POSTS | EACH | 8.000 | 672.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0227 7104.00 | 84.00 | 8.000 | 672.00
|
PULL POSTS | EACH | 8.000 | 672.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0228 7105.00 | 92.00 | 9.000 | 828.00
|
CORNER POSTS | EACH | 9.000 | 828.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0229 7106.12 | 331.00 | 2.000 | 662.00
|
3.7 m VEHICLE GATE | EACH | 2.000 | 662.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0230 7110.05 | 19.94 | 4,711.000 | 93,937.34
|
1.5 METER CHAIN-LINK FENCE | m | 4,711.000 | 93,937.34
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0231 7110.08 | 32.00 | 177.000 | 5,664.00
|
2.4 METER CHAIN-LINK FENCE | m | 177.000 | 5,664.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0232 7115.05 | 76.07 | 20.000 | 1,521.40
|
END POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 20.000 | 1,521.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0233 7115.08 | 121.00 | 2.000 | 242.00
|
END POST FOR 2.4 METER CHAIN-LINK FENCE | EACH | 2.000 | 242.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0234 7116.05 | 83.94 | 40.000 | 3,357.60
|
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 40.000 | 3,357.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0235 7116.08 | 136.00 | 2.000 | 272.00
|
CORNER POST FOR 2.4 METER CHAIN-LINK FENCE | EACH | 2.000 | 272.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0236 7117.05 | 83.94 | 29.000 | 2,434.26
|
PULL POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 29.000 | 2,434.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0237 7117.08 | 136.00 | 1.000 | 136.00
|
PULL POST FOR 2.4 METER CHAIN-LINK FENCE | EACH | 1.000 | 136.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0238 7121.03 | 467.00 | 3.000 | 1,401.00
|
3.7 METER VEHICLE GATE FOR 1.5 METER CHAIN-LINK FENCE | EACH | 3.000 | 1,401.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0239 7121.20 | 572.00 | 1.000 | 572.00
|
3.7 METER VEHICLE GATE FOR 2.4 METER CHAIN-LINK FENCE | EACH | 1.000 | 572.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCING | | Contracted | 122,186.00
|
| | Current | 122,186.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0240 A001.01 | 535.11 | 30.000 | 16,053.30
|
PULL BOX, TYPE PB-1 | EACH | 30.000 | 16,053.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0241 A001.02 | 403.95 | 11.000 | 4,443.45
|
PULL BOX, TYPE PB-1A | EACH | 11.000 | 4,443.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0242 A001.03 | 561.00 | 3.000 | 1,683.00
|
PULL BOX, TYPE PB-1B | EACH | 3.000 | 1,683.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0243 A001.06 | 672.00 | 2.000 | 1,344.00
|
PULL BOX, TYPE PB-2A | EACH | 2.000 | 1,344.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0244 A001.12 | 351.00 | 8.000 | 2,808.00
|
PULL BOX, TYPE PB-5 | EACH | 8.000 | 2,808.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0245 A001.16 | 446.00 | 8.000 | 3,568.00
|
PULL BOX, TYPE PB-6 | EACH | 8.000 | 3,568.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0246 A004.00 | 755.44 | 18.000 | 13,597.92
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 18.000 | 13,597.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0247 A004.10 | 609.00 | 4.000 | 2,436.00
|
TRAFFIC SIGNAL, TYPE TS-1A | EACH | 4.000 | 2,436.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0248 A004.20 | 719.00 | 4.000 | 2,876.00
|
TRAFFIC SIGNAL, TYPE TS-1L | EACH | 4.000 | 2,876.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0249 A006.15 | 493.00 | 8.000 | 3,944.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 8.000 | 3,944.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0250 A006.70 | 115.00 | 4.000 | 460.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 4.000 | 460.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0251 A006.83 | 467.00 | 2.000 | 934.00
|
PEDESTAL POLE, TYPE PP-3.7 | EACH | 2.000 | 934.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0252 A006.93 | 152.00 | 2.000 | 304.00
|
VEHICLE DETECTOR, TYPE C PREFORMED | EACH | 2.000 | 304.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0253 A006.98 | 131.15 | 32.000 | 4,196.80
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 32.000 | 4,196.80
|
| | 8.000 | 1,049.20
|
| | 8.000 | 1,049.20
|
| | |
|
0254 A007.00 | 136.40 | 41.000 | 5,592.40
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 41.000 | 5,592.40
|
| | 15.000 | 2,046.00
|
| | 13.000 | 1,773.20
|
| | |
|
0255 A007.08 | 420.00 | 2.000 | 840.00
|
VEHICLE DETECTOR, TYPE TD-3 | EACH | 2.000 | 840.00
|
| | 1.000 | 420.00
|
| | 1.000 | 420.00
|
| | |
|
0256 A008.76 | 1,894.00 | 1.000 | 1,894.00
|
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.20 | EACH | 1.000 | 1,894.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0257 A008.89 | 2,114.19 | 14.000 | 29,598.66
|
STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3 & 0.3-0.20 | EACH | 14.000 | 29,598.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0258 A009.16 | 1,432.19 | 46.000 | 65,880.74
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 | EACH | 46.000 | 65,880.74
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0259 A010.59 | 588.00 | 6.000 | 3,528.00
|
UNDERDECK LUMINAIRE, TYPE UD-200 | EACH | 6.000 | 3,528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0260 A010.60 | 588.00 | 2.000 | 1,176.00
|
UNDERDECK LUMINAIRE, TYPE UD-100 | EACH | 2.000 | 1,176.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0261 A012.05 | 9,102.00 | 1.000 | 9,102.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 | EACH | 1.000 | 9,102.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0262 A012.60 | 9,427.00 | 1.000 | 9,427.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7 | EACH | 1.000 | 9,427.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0263 A012.95 | 11,935.00 | 2.000 | 23,870.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20-3.7 | EACH | 2.000 | 23,870.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0264 A020.30 | 1,637.00 | 10.000 | 16,370.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 10.000 | 16,370.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0265 A070.10 | 7.34 | 2,911.000 | 21,366.74
|
38 mm CONDUIT IN TRENCH | m | 2,911.000 | 21,366.74
|
| | 46.000 | 337.64
|
| | 46.000 | 337.64
|
| | |
|
0266 A070.14 | 7.66 | 1,009.000 | 7,728.94
|
50 mm CONDUIT IN TRENCH | m | 1,009.000 | 7,728.94
|
| | 37.700 | 288.78
|
| | 37.700 | 288.78
|
| | |
|
0267 A070.18 | 13.12 | 26.000 | 341.12
|
75 mm CONDUIT IN TRENCH | m | 26.000 | 341.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0268 A072.10 | 11.02 | 588.000 | 6,479.76
|
38 mm CONDUIT UNDER ROADWAY | m | 588.000 | 6,479.76
|
| | 288.500 | 3,179.27
|
| | 251.500 | 2,771.53
|
| | |
|
0269 A072.14 | 13.64 | 172.000 | 2,346.08
|
50 mm CONDUIT UNDER ROADWAY | m | 172.000 | 2,346.08
|
| | 158.000 | 2,155.12
|
| | 158.000 | 2,155.12
|
| | |
|
0270 A072.18 | 17.84 | 220.000 | 3,924.80
|
75 mm CONDUIT UNDER ROADWAY | m | 220.000 | 3,924.80
|
| | 19.000 | 338.96
|
| | 0.000 | 0.00
|
| | |
|
0271 A077.12 | 2.26 | 183.000 | 413.58
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | m | 183.000 | 413.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0272 A077.15 | 2.52 | 758.000 | 1,910.16
|
5/C #14 AWG TRAFFIC SIGNAL CABLE | m | 758.000 | 1,910.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0273 A077.17 | 4.83 | 1,204.000 | 5,815.32
|
7/C #14 AWG TRAFFIC SIGNAL CABLE | m | 1,204.000 | 5,815.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0274 A077.22 | 5.82 | 183.000 | 1,065.06
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 183.000 | 1,065.06
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0275 A079.01 | 2.20 | 1,423.000 | 3,130.60
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 1,423.000 | 3,130.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0276 A079.07 | 2.31 | 484.000 | 1,118.04
|
OPTICAL DETECTOR CABLE | m | 484.000 | 1,118.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0277 A079.50 | 2.41 | 1,363.000 | 3,284.83
|
GROUNDING CONDUCTOR | m | 1,363.000 | 3,284.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0278 A079.55 | 3.31 | 216.000 | 714.96
|
SERVICE CABLE | m | 216.000 | 714.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0279 A080.22 | 2.26 | 4,530.000 | 10,237.80
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 4,530.000 | 10,237.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0280 A080.24 | 2.62 | 9,060.000 | 23,737.20
|
STREET LIGHTING CABLE, NO. 6 USE | m | 9,060.000 | 23,737.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0281 A500.20 | 992.00 | 2.000 | 1,984.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 2.000 | 1,984.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0282 A630.03 | 136.00 | 2.000 | 272.00
|
REMOVE PEDESTAL POLE | EACH | 2.000 | 272.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0283 A630.20 | 68.00 | 3.000 | 204.00
|
REMOVE PULL BOX | EACH | 3.000 | 204.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0284 A700.20 | 682.00 | 22.000 | 15,004.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 22.000 | 15,004.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0285 A780.05 | 4,596.00 | 1.000 | 4,596.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 4,596.00
|
AT STA. 305+25 | | 1.000 | 4,596.00
|
| | 0.000 | 0.00
|
| | |
|
0286 A780.10 | 5,362.00 | 1.000 | 5,362.00
|
CROSSOVER LIGHTING SYSTEM | EACH | 1.000 | 5,362.00
|
AT STA. 279+88 | | 1.000 | 5,362.00
|
| | 0.000 | 0.00
|
| | |
|
0287 A780.11 | 5,257.00 | 1.000 | 5,257.00
|
CROSSOVER LIGHTING SYSTEM | EACH | 1.000 | 5,257.00
|
AT STA. 292+26 | | 1.000 | 5,257.00
|
| | 0.000 | 0.00
|
| | |
|
0288 A800.51 | 10.23 | 1,000.000 | 10,230.00
|
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 1,000.000 | 10,230.00
|
AT STA. 279+88 | | 340.000 | 3,478.20
|
| | 20.000 | 204.60
|
| | |
|
0289 A800.53 | 10.23 | 735.000 | 7,519.05
|
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 735.000 | 7,519.05
|
AT STA. 292+26 | | 67.000 | 685.41
|
| | 20.000 | 204.60
|
| | |
|
0290 A800.56 | 10.23 | 660.000 | 6,751.80
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 660.000 | 6,751.80
|
AT STA. 305+25 | | 331.000 | 3,386.13
|
| | 20.000 | 204.60
|
| | |
|
0291 A800.70 | 11.54 | 1,020.000 | 11,770.80
|
MAINTENANCE OF LIGHTING UNITS | DAY | 1,020.000 | 11,770.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0292 0003.75 | 20,182.00 | 1.000 | 20,182.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 20,182.00
|
PHASE 2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0293 0003.76 | 20,670.00 | 1.000 | 20,670.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 20,670.00
|
PHASE 3 & 4 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0294 0030.81 | 8,236.00 | 1.000 | 8,236.00
|
MOBILIZATION | LS | 1.000 | 8,236.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4042 A780.05 | 2,976.75 | 0.000 | 0.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 2,976.75
|
| | 1.000 | 2,976.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 437,580.91
|
| | Current | 440,557.66
|
| | In place | 35,556.46
|
| | This Estimate | 9,409.27
|
| | |
|
GROUP 8C SIGNING | | |
|
0295 A010.08 | 708.23 | 16.000 | 11,331.68
|
LUMINAIRE, TYPE HPS-150 | EACH | 16.000 | 11,331.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0296 0030.82 | 9,679.00 | 1.000 | 9,679.00
|
MOBILIZATION | LS | 1.000 | 9,679.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0297 7312.00 | 9,852.00 | 1.000 | 9,852.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 9,852.00
|
3 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0298 7312.01 | 35,464.00 | 1.000 | 35,464.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 35,464.00
|
6 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0299 7312.02 | 38,139.00 | 1.000 | 38,139.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 38,139.00
|
8 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0300 7312.03 | 49,781.00 | 1.000 | 49,781.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 49,781.00
|
10 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0301 7312.04 | 41,277.00 | 1.000 | 41,277.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 41,277.00
|
11 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0302 7312.05 | 38,585.00 | 1.000 | 38,585.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 38,585.00
|
13 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0303 7312.06 | 53,615.00 | 1.000 | 53,615.00
|
OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 53,615.00
|
15 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0304 7322.01 | 139.02 | 204.840 | 28,476.86
|
TYPE B SIGN | m2 | 204.840 | 28,476.86
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0305 7340.00 | 5.25 | 1,661.000 | 8,720.25
|
STRUCTURAL STEEL FOR SIGN SUPPORTS | kg | 1,661.000 | 8,720.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0306 7360.24 | 309.52 | 18.000 | 5,571.36
|
600 mm SIGN SUPPORT FOOTING | EACH | 18.000 | 5,571.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8C SIGNING | | Contracted | 330,492.15
|
| | Current | 330,492.15
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0307 0001.08 | 0.20 | 120,575.000 | 24,115.00
|
BARRICADE, TYPE II | BDAY | 120,575.000 | 24,115.00
|
| | 60,960.000 | 12,192.00
|
| | 5,142.000 | 1,028.40
|
| | |
|
0308 0001.10 | 1.67 | 24,889.000 | 41,564.63
|
BARRICADE, TYPE III | BDAY | 24,889.000 | 41,564.63
|
| | 42,854.000 | 71,566.18
|
| | 1,836.000 | 3,066.12
|
| | |
|
0309 0001.30 | 0.79 | 6,120.000 | 4,834.80
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 6,120.000 | 4,834.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0310 0001.75 | 6.30 | 360.000 | 2,268.00
|
TEMPORARY SIGN DAY | EACH | 360.000 | 2,268.00
|
| | 342.000 | 2,154.60
|
| | 16.000 | 100.80
|
| | |
|
0311 0001.90 | 0.21 | 76,390.000 | 16,041.90
|
SIGN DAY | EACH | 76,390.000 | 16,041.90
|
| | 50,066.000 | 10,513.86
|
| | 3,329.000 | 699.09
|
| | |
|
0312 0002.30 | 0.50 | 11,600.000 | 5,800.00
|
PAVEMENT MARKING REMOVAL | m | 11,600.000 | 5,800.00
|
| | 20,680.000 | 10,340.00
|
| | 544.000 | 272.00
|
| | |
|
0313 0002.38 | 0.31 | 17,600.000 | 5,456.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 0.000 | 0.00
|
| | -1.000 | -0.31
|
| | 0.000 | 0.00
|
| | |
|
0314 0002.97 | 11.12 | 2,060.000 | 22,907.20
|
FLASHING ARROW PANEL | DAY | 2,060.000 | 22,907.20
|
| | 1,173.000 | 13,043.76
|
| | 60.000 | 667.20
|
| | |
|
0315 0003.10 | 359.51 | 30.000 | 10,785.30
|
FLAGGING | DAY | 30.000 | 10,785.30
|
| | 15.000 | 5,392.65
|
| | 0.000 | 0.00
|
| | |
|
0316 0003.50 | 182.59 | 580.000 | 105,902.20
|
CONCRETE PROTECTION BARRIER | m | 580.000 | 105,902.20
|
| | 778.770 | 142,195.61
|
| | 0.000 | 0.00
|
| | |
|
0317 0010.04 | 1,355.00 | 1.000 | 1,355.00
|
FIELD OFFICE | EACH | 1.000 | 1,355.00
|
| | 1.000 | 1,355.00
|
| | 0.000 | 0.00
|
| | |
|
0318 0030.00 | 12,591.00 | 1.000 | 12,591.00
|
MOBILIZATION | LS | 1.000 | 12,591.00
|
| | 1.000 | 12,591.00
|
| | 0.000 | 0.00
|
| | |
|
0319 7019.64 | 8,394.00 | 4.000 | 33,576.00
|
TEMPORARY IMPACT ATTENUATOR | EACH | 4.000 | 33,576.00
|
| | 4.000 | 33,576.00
|
| | 0.000 | 0.00
|
| | |
|
0320 9110.01 | 104.92 | 100.000 | 10,492.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 10,492.00
|
| | 23.500 | 2,465.62
|
| | 0.000 | 0.00
|
| | |
|
0321 9110.03 | 78.69 | 100.000 | 7,869.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 7,869.00
|
| | 30.500 | 2,400.05
|
| | 0.000 | 0.00
|
| | |
|
0322 9110.06 | 104.92 | 100.000 | 10,492.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 100.000 | 10,492.00
|
| | 25.270 | 2,651.33
|
| | 0.000 | 0.00
|
| | |
|
0323 9110.07 | 83.94 | 100.000 | 8,394.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 100.000 | 8,394.00
|
| | 47.750 | 4,008.16
|
| | 5.000 | 419.70
|
| | |
|
4023 0002.47 | 0.95 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 5,523.000 | 5,246.85
|
| | 15,054.000 | 14,301.30
|
| | 3,610.000 | 3,429.50
|
| | |
|
4024 0002.47 | 0.95 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 477.000 | 453.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4025 0002.38 | 0.31 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 16,200.000 | 5,022.00
|
| | 75,178.410 | 23,305.31
|
| | 3,610.000 | 1,119.10
|
| | |
|
4026 0002.38 | 0.31 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 1,400.000 | 434.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 324,444.03
|
| | Current | 330,144.03
|
| | In place | 364,052.12
|
| | This Estimate | 10,801.91
|
| | |
|
Totals for contract | | Contracted | 18,387,028.66
|
---|
| | Current | 18,232,996.49
|
---|
| | In place | 7,106,127.29
|
---|
| | This Estimate | 808,258.88
|
---|