| | | 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 L006.00 | 450.00 | 7.000 | 3,150.00
|
COVER CROP SEEDING | ha | 7.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.68 | 3,872.400 | 6,505.63
|
EROSION CONTROL | m2 | 3,872.400 | 6,505.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 6.62 | 480.000 | 3,177.60
|
EROSION CONTROL, TYPE A | m2 | 480.000 | 3,177.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 16.82 | 516.500 | 8,687.53
|
EROSION CONTROL, TYPE AAA | m2 | 516.500 | 8,687.53
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L022.25 | 14.39 | 1,187.000 | 17,080.93
|
FABRIC SILT FENCE, TYPE COIR FIBER | m | 1,187.000 | 17,080.93
|
| | 701.000 | 10,087.39
|
| | 701.000 | 10,087.39
|
| | |
|
0006 0030.10 | 63,297.80 | 1.000 | 63,297.80
|
MOBILIZATION | LS | 1.000 | 63,297.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1009.00 | 3,166.11 | 1.000 | 3,166.11
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,166.11
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1010.00 | 4.45 | 159,080.000 | 707,906.00
|
EXCAVATION | m3 | 159,080.000 | 707,906.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1010.01 | 4.22 | 1,000.000 | 4,220.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,000.000 | 4,220.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1010.10 | 4.69 | 19,009.000 | 89,152.21
|
EXCAVATION, BORROW | m3 | 19,009.000 | 89,152.21
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1011.00 | 4.14 | 210.000 | 869.40
|
WATER | kL | 210.000 | 869.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1011.50 | 47.59 | 80.000 | 3,807.20
|
DISCING | HOUR | 80.000 | 3,807.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1012.00 | 65.39 | 24.000 | 1,569.36
|
RIGHT-OF-WAY MARKERS | EACH | 24.000 | 1,569.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1017.00 | 40,000.00 | 1.000 | 40,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1041.00 | 0.34 | 123,800.000 | 42,092.00
|
SALVAGING AND PLACING TOPSOIL | m2 | 123,800.000 | 42,092.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1090.00 | 517.15 | 1.000 | 517.15
|
ABANDON WELLS | EACH | 1.000 | 517.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1102.00 | 3.55 | 2,759.000 | 9,794.45
|
REMOVE ASPHALT SURFACE | m2 | 2,759.000 | 9,794.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1123.00 | 33.15 | 11.300 | 374.60
|
REMOVE CONCRETE DITCH LINER | m2 | 11.300 | 374.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1124.00 | 374.65 | 1.000 | 374.65
|
REMOVE BUILDING | EACH | 1.000 | 374.65
|
AT STA. 20+79.88 TO 21+11.09 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1124.01 | 2,622.52 | 1.000 | 2,622.52
|
REMOVE BUILDING | EACH | 1.000 | 2,622.52
|
AT STA. 100+46.20 LT. & RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1125.00 | 1,982.87 | 1.000 | 1,982.87
|
CLEAR TRACT | EACH | 1.000 | 1,982.87
|
AT STA. 20+48.18 TO 21+30.40 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1125.01 | 1,472.15 | 1.000 | 1,472.15
|
CLEAR TRACT | EACH | 1.000 | 1,472.15
|
AT STA. 99+82.07 TO 100+85.77 LT. & RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1701.12 | 33.26 | 11.700 | 389.14
|
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 11.700 | 389.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1701.24 | 49.53 | 68.500 | 3,392.81
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 68.500 | 3,392.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 9110.01 | 73.00 | 30.000 | 2,190.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 30.000 | 2,190.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 9110.03 | 58.00 | 30.000 | 1,740.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 30.000 | 1,740.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 9110.07 | 45.50 | 30.000 | 1,365.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 30.000 | 1,365.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 1,020,897.10
|
| | Current | 1,020,897.10
|
| | In place | 10,087.39
|
| | This Estimate | 10,087.39
|
| | |
|
GROUP 1A MSE WALL | | |
|
0028 0030.10 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 1043.50 | 8.00 | 42.240 | 337.92
|
RIPRAP FILTER FABRIC | m2 | 42.240 | 337.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4093.80 | 300.00 | 5.620 | 1,686.00
|
WALL MATERIALS | m2 | 5.620 | 1,686.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4095.00 | 175.00 | 1,322.000 | 231,350.00
|
CONCRETE FACE PANELS | m2 | 1,322.000 | 231,350.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4095.10 | 40.00 | 204.000 | 8,160.00
|
CONCRETE LEVELING PADS | m | 204.000 | 8,160.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4095.20 | 170.00 | 204.000 | 34,680.00
|
COPING | m | 204.000 | 34,680.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4350.18 | 42.00 | 344.000 | 14,448.00
|
450 mm CORRUGATED METAL PIPE | m | 344.000 | 14,448.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6105.01 | 40.00 | 11.200 | 448.00
|
ROCK RIPRAP, TYPE A | Mg | 11.200 | 448.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 8024.75 | 17.33 | 6,060.000 | 105,019.80
|
SELECT GRANULAR BACKFILL FOR MSE WALL | m3 | 6,060.000 | 105,019.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALL | | Contracted | 411,129.72
|
| | Current | 411,129.72
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0037 P400.24 | 90.00 | 70.400 | 6,336.00
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 70.400 | 6,336.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 P400.36 | 156.00 | 66.000 | 10,296.00
|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 66.000 | 10,296.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 0030.40 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 1043.50 | 8.00 | 30.360 | 242.88
|
RIPRAP FILTER FABRIC | m2 | 30.360 | 242.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 4040.00 | 150.00 | 2.000 | 300.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4050.01 | 15.00 | 191.000 | 2,865.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 191.000 | 2,865.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4100.06 | 590.00 | 6.600 | 3,894.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 6.600 | 3,894.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 4150.00 | 1.50 | 194.700 | 292.05
|
REINFORCING STEEL FOR HEADWALL | kg | 194.700 | 292.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 4310.24 | 202.00 | 6.000 | 1,212.00
|
600 mm FLARED-END SECTION | EACH | 6.000 | 1,212.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 4310.36 | 400.00 | 4.000 | 1,600.00
|
900 mm FLARED-END SECTION | EACH | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 6105.01 | 40.00 | 16.600 | 664.00
|
ROCK RIPRAP, TYPE A | Mg | 16.600 | 664.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 29,701.93
|
| | Current | 29,701.93
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0048 L001.01 | 1,715.00 | 6.000 | 10,290.00
|
SEEDING, TYPE A | ha | 6.000 | 10,290.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 L001.02 | 1,364.00 | 1.400 | 1,909.60
|
SEEDING, TYPE B | ha | 1.400 | 1,909.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 L001.18 | 3,811.00 | 1.630 | 6,211.93
|
SEEDING, TYPE WETLAND-HIGH | ha | 1.630 | 6,211.93
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 L001.19 | 3,340.00 | 3.860 | 12,892.40
|
SEEDING, TYPE WETLAND-LOW | ha | 3.860 | 12,892.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 L020.07 | 3.71 | 254.000 | 942.34
|
EROSION CONTROL, TYPE B-1 | m2 | 254.000 | 942.34
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 L032.75 | 80.00 | 32.000 | 2,560.00
|
MULCH | Mg | 32.000 | 2,560.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 0030.50 | 1,200.00 | 1.000 | 1,200.00
|
MOBILIZATION | LS | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 36,006.27
|
| | Current | 36,006.27
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 100+30.11 | | |
|
0055 A018.83 | 1.25 | 2,943.000 | 3,678.75
|
REINFORCING STEEL | kg | 2,943.000 | 3,678.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0030.60 | 66,000.00 | 1.000 | 66,000.00
|
MOBILIZATION | LS | 1.000 | 66,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 3016.21 | 350.00 | 26.000 | 9,100.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 26.000 | 9,100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 4102.08 | 400.00 | 20.800 | 8,320.00
|
CLASS 47BD-25 CONCRETE FOR RETAINING WALL | m3 | 20.800 | 8,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6000.20 | 10,000.00 | 1.000 | 10,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6000.21 | 10,000.00 | 1.000 | 10,000.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6002.00 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6002.01 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6002.02 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.3 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6002.03 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.4 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6002.04 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.5 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6002.05 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.6 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 6002.06 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.7 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 6002.07 | 5,000.00 | 1.000 | 5,000.00
|
COLUMN FOOTING NO.8 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 6010.20 | 400.00 | 55.300 | 22,120.00
|
CLASS 47B-25 CONCRETE FOR BRIDGE | m3 | 55.300 | 22,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6010.29 | 325.00 | 134.700 | 43,777.50
|
CLASS 47BD-25 CONCRETE FOR BRIDGE | m2 | 134.700 | 43,777.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6070.00 | 85,000.00 | 1.000 | 85,000.00
|
PRECAST CONCRETE PIER WALLS | LS | 1.000 | 85,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 6070.50 | 120,545.00 | 1.000 | 120,545.00
|
PEDESTRIAN BRIDGE | LS | 1.000 | 120,545.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6070.80 | 275,000.00 | 1.000 | 275,000.00
|
PRECAST/PRESTRESSED CONCRETE RAMP STRUCTURE | LS | 1.000 | 275,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 6100.00 | 1,500.00 | 4.000 | 6,000.00
|
FLOOR DRAINS | EACH | 4.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6205.40 | 60.00 | 512.000 | 30,720.00
|
PRESTRESSED CONCRETE PILES, TYPE I | m | 512.000 | 30,720.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 6404.25 | 200.00 | 456.000 | 91,200.00
|
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE-VINYL COATED) | m | 456.000 | 91,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 6700.15 | 5,000.00 | 1.000 | 5,000.00
|
LIGHTING SYSTEM | EACH | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 6700.20 | 1,500.00 | 41.000 | 61,500.00
|
TYPE A LIGHT FIXTURES | EACH | 41.000 | 61,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 6700.30 | 3,500.00 | 8.000 | 28,000.00
|
TYPE B LIGHT POLES | EACH | 8.000 | 28,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 100+30.11 | | Contracted | 915,961.25
|
| | Current | 915,961.25
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 20+05.615 | | |
|
0080 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 0030.60 | 85,000.00 | 1.000 | 85,000.00
|
MOBILIZATION | LS | 1.000 | 85,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 3050.15 | 245.00 | 157.100 | 38,489.50
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 157.100 | 38,489.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 3051.10 | 1.65 | 11,585.000 | 19,115.25
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 11,585.000 | 19,115.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 6000.10 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 6000.11 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 6000.20 | 25,000.00 | 1.000 | 25,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 6005.35 | 180.00 | 30.400 | 5,472.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 30.400 | 5,472.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0088 6005.78 | 150.00 | 10.000 | 1,500.00
|
EXPANSION BEARING, TFE TYPE | EACH | 10.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 6005.83 | 150.00 | 5.000 | 750.00
|
FIXED BEARING | EACH | 5.000 | 750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0090 6010.22 | 425.00 | 204.900 | 87,082.50
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 204.900 | 87,082.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 6010.26 | 435.00 | 379.100 | 164,908.50
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 379.100 | 164,908.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0092 6071.11 | 497,611.00 | 1.000 | 497,611.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 497,611.00
|
AT STA. 20+05.615 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 6107.00 | 100.00 | 67.900 | 6,790.00
|
CONCRETE SLOPE PROTECTION | m2 | 67.900 | 6,790.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 6131.50 | 1.35 | 61,437.000 | 82,939.95
|
EPOXY COATED REINFORCING STEEL | kg | 61,437.000 | 82,939.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 6200.00 | 65.00 | 383.600 | 24,934.00
|
CONCRETE PILING | m | 383.600 | 24,934.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 6210.50 | 65.00 | 1,039.000 | 67,535.00
|
PIPE PILING | m | 1,039.000 | 67,535.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0097 6404.16 | 200.00 | 70.600 | 14,120.00
|
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE) | m | 70.600 | 14,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 6601.15 | 60.00 | 60.000 | 3,600.00
|
38 mm CONDUIT IN BRIDGE | m | 60.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 6951.12 | 2.25 | 3,360.000 | 7,560.00
|
SHEAR CONNECTORS | EACH | 3,360.000 | 7,560.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 8091.00 | 40.00 | 244.900 | 9,796.00
|
GRANULAR BACKFILL | m3 | 244.900 | 9,796.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 20+05.615 | | Contracted | 1,158,003.70
|
| | Current | 1,158,003.70
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0121 0030.70 | 800.00 | 1.000 | 800.00
|
MOBILIZATION | LS | 1.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0122 7011.20 | 46.13 | 15.240 | 703.02
|
W-BEAM GUARDRAIL | m | 15.240 | 703.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0123 7020.00 | 1,000.00 | 4.000 | 4,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 7021.58 | 1,258.00 | 4.000 | 5,032.00
|
GUARDRAIL END TREATMENT, SRT-75 | EACH | 4.000 | 5,032.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 10,535.02
|
| | Current | 10,535.02
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0125 A001.12 | 250.00 | 11.000 | 2,750.00
|
PULL BOX, TYPE PB-5 | EACH | 11.000 | 2,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A009.07 | 1,300.00 | 1.000 | 1,300.00
|
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25 | EACH | 1.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A009.14 | 1,400.00 | 19.000 | 26,600.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 | EACH | 19.000 | 26,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A020.10 | 1,200.00 | 1.000 | 1,200.00
|
LIGHTING CONTROL CENTER, TYPE D | EACH | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 A020.30 | 3,500.00 | 2.000 | 7,000.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 2.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 A070.10 | 7.25 | 975.000 | 7,068.75
|
38 mm CONDUIT IN TRENCH | m | 975.000 | 7,068.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 A072.10 | 7.25 | 166.000 | 1,203.50
|
38 mm CONDUIT UNDER ROADWAY | m | 166.000 | 1,203.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 A080.22 | 0.75 | 1,206.000 | 904.50
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 1,206.000 | 904.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0133 A080.24 | 1.30 | 2,412.000 | 3,135.60
|
STREET LIGHTING CABLE, NO. 6 USE | m | 2,412.000 | 3,135.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 0030.81 | 4,500.00 | 1.000 | 4,500.00
|
MOBILIZATION | LS | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 55,662.35
|
| | Current | 55,662.35
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0135 P402.15 | 95.00 | 165.200 | 15,694.00
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 165.200 | 15,694.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 0002.55 | 21.85 | 16.270 | 355.50
|
OVERLAY BROKEN LINES | StaM | 16.270 | 355.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 0002.60 | 21.60 | 32.540 | 702.86
|
OVERLAY SOLID LINES | StaM | 32.540 | 702.86
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0138 0009.00 | 500.00 | 3.000 | 1,500.00
|
PERMANENT BARRICADE | EACH | 3.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 0030.90 | 31,117.50 | 1.000 | 31,117.50
|
MOBILIZATION | LS | 1.000 | 31,117.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 1020.03 | 16.50 | 67.000 | 1,105.50
|
DELINEATOR, TYPE III | EACH | 67.000 | 1,105.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0141 1020.20 | 24.50 | 24.000 | 588.00
|
INSTALL CHEVRONS | EACH | 24.000 | 588.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 2001.00 | 12.00 | 50.000 | 600.00
|
GRAVEL SURFACE COURSE | m3 | 50.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0143 3013.10 | 95.00 | 50.200 | 4,769.00
|
CONCRETE CLASS 47B-20 BARRIER CURB | m | 50.200 | 4,769.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 3014.12 | 70.00 | 1,001.100 | 70,077.00
|
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER | m | 1,001.100 | 70,077.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 3016.23 | 35.00 | 88.300 | 3,090.50
|
150 mm CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 88.300 | 3,090.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 3017.40 | 50.00 | 12.000 | 600.00
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 12.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 4024.55 | 165.00 | 14.400 | 2,376.00
|
FLUME SPILLWAY | m | 14.400 | 2,376.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 4024.71 | 2,500.00 | 4.000 | 10,000.00
|
CONCRETE FLUME, TYPE II | EACH | 4.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0149 4024.73 | 2,500.00 | 6.000 | 15,000.00
|
CONCRETE FLUME, TYPE IV | EACH | 6.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 8029.86 | 3.25 | 19,331.000 | 62,825.75
|
BITUMINOUS FOUNDATION COURSE 150 mm | m2 | 19,331.000 | 62,825.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0151 8051.00 | 28.00 | 44.000 | 1,232.00
|
SOIL BINDER | m3 | 44.000 | 1,232.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 8101.40 | 5.25 | 2,937.000 | 15,419.25
|
SUBGRADE STABILIZATION | m2 | 2,937.000 | 15,419.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 8111.00 | 900.00 | 0.940 | 846.00
|
SHOULDER SUBGRADE PREPARATION | StaM | 0.940 | 846.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0154 9005.45 | 26.45 | 11,000.000 | 290,950.00
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 11,000.000 | 290,950.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 9009.00 | 10.00 | 203.000 | 2,030.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 203.000 | 2,030.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0156 9021.08 | 224.00 | 594.000 | 133,056.00
|
PERFORMANCE GRADED BINDER (64-28) | Mg | 594.000 | 133,056.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0157 9053.00 | 0.36 | 14,220.000 | 5,119.20
|
TACK COAT | L | 14,220.000 | 5,119.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 9111.00 | 2.00 | 469.000 | 938.00
|
WATER | kL | 469.000 | 938.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 9140.00 | 2,000.00 | 0.940 | 1,880.00
|
JOINT SEALING - ASPHALT TO CONCRETE | StaM | 0.940 | 1,880.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0160 9170.00 | 169.00 | 45.741 | 7,730.23
|
EARTH SHOULDER CONSTRUCTION | StaM | 45.741 | 7,730.23
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 9173.20 | 0.82 | 21,201.000 | 17,384.82
|
SUBGRADE PREPARATION | m2 | 21,201.000 | 17,384.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0162 9179.33 | 6.70 | 287.000 | 1,922.90
|
COLD MILLING, CLASS 3 | m2 | 287.000 | 1,922.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0163 9179.34 | 4.30 | 6,099.000 | 26,225.70
|
COLD MILLING, CLASS 4 | m2 | 6,099.000 | 26,225.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 9300.50 | 1,000.00 | 1.000 | 1,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 726,135.71
|
| | Current | 726,135.71
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0165 0001.08 | 0.50 | 560.000 | 280.00
|
BARRICADE, TYPE II | BDAY | 560.000 | 280.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0166 0001.10 | 1.35 | 9,960.000 | 13,446.00
|
BARRICADE, TYPE III | BDAY | 9,960.000 | 13,446.00
|
| | 33.000 | 44.55
|
| | 33.000 | 44.55
|
| | |
|
0167 0001.30 | 1.50 | 1,236.000 | 1,854.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,236.000 | 1,854.00
|
| | 33.000 | 49.50
|
| | 33.000 | 49.50
|
| | |
|
0168 0001.90 | 0.40 | 13,260.000 | 5,304.00
|
SIGN DAY | EACH | 13,260.000 | 5,304.00
|
| | 236.000 | 94.40
|
| | 236.000 | 94.40
|
| | |
|
0169 0002.30 | 1.20 | 200.000 | 240.00
|
PAVEMENT MARKING REMOVAL | m | 200.000 | 240.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 0002.38 | 1.15 | 1,500.000 | 1,725.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 1,500.000 | 1,725.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0171 0003.10 | 155.00 | 90.000 | 13,950.00
|
FLAGGING | DAY | 90.000 | 13,950.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 0010.04 | 6,000.00 | 1.000 | 6,000.00
|
FIELD OFFICE | EACH | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 0030.00 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 46,299.00
|
| | Current | 46,299.00
|
| | In place | 188.45
|
| | This Estimate | 188.45
|
| | |
|
Totals for contract | | Contracted | 4,410,332.06
|
---|
| | Current | 4,410,332.06
|
---|
| | In place | 10,275.84
|
---|
| | This Estimate | 10,275.84
|
---|