| | | 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 | 160.00 | 10.000 | 1,600.00
|
COVER CROP SEEDING | ha | 10.000 | 1,600.00
|
| | 8.000 | 1,280.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 29,600.00 | 1.000 | 29,600.00
|
MOBILIZATION | LS | 1.000 | 29,600.00
|
| | 1.000 | 29,600.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 10,200.00 | 1.000 | 10,200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,200.00
|
| | 1.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 0.50 | 5,910.000 | 2,955.00
|
WATER | kL | 5,910.000 | 2,955.00
|
| | 9,152.800 | 4,576.40
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 2.40 | 147,690.000 | 354,456.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 147,690.000 | 354,456.00
|
| | 147,690.000 | 354,456.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1041.00 | 0.65 | 6,624.000 | 4,305.60
|
SALVAGING AND PLACING TOPSOIL | m2 | 6,624.000 | 4,305.60
|
| | 6,624.000 | 4,305.60
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 2.00 | 1,363.000 | 2,726.00
|
REMOVE ASPHALT SURFACE | m2 | 1,363.000 | 2,726.00
|
| | 1,363.000 | 2,726.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1300.18 | 33.00 | 191.000 | 6,303.00
|
450 mm DRIVEWAY CULVERT PIPE | m | 191.000 | 6,303.00
|
| | 207.800 | 6,857.40
|
| | 4.200 | 138.60
|
| | |
|
0009 1300.24 | 41.00 | 28.000 | 1,148.00
|
600 mm DRIVEWAY CULVERT PIPE | m | 28.000 | 1,148.00
|
| | 28.000 | 1,148.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1300.36 | 68.00 | 12.000 | 816.00
|
900 mm DRIVEWAY CULVERT PIPE | m | 12.000 | 816.00
|
| | 14.600 | 992.80
|
| | 0.000 | 0.00
|
| | |
|
4001 6960.02 | 5,200.00 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 5,200.00
|
Irrigation and water line under driveway at Sta. 18+28.1 Rt. | | 1.000 | 5,200.00
|
| | 1.000 | 5,200.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 414,109.60
|
| | Current | 419,309.60
|
| | In place | 421,342.20
|
| | This Estimate | 5,338.60
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 W600.03 | 100.00 | 3.000 | 300.00
|
ADJUST VALVE BOX TO GRADE | EACH | 3.000 | 300.00
|
| | 4.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0012 W600.30 | 200.00 | 3.000 | 600.00
|
ADJUST SANITARY SEWER CLEAN-OUT TO GRADE | EACH | 3.000 | 600.00
|
| | 4.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0030.90 | 13,100.00 | 1.000 | 13,100.00
|
MOBILIZATION | LS | 1.000 | 13,100.00
|
| | 1.000 | 13,100.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1112.00 | 150.00 | 2.000 | 300.00
|
REMOVE HEADER | EACH | 2.000 | 300.00
|
| | 3.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0015 2001.00 | 6.00 | 378.600 | 2,271.60
|
GRAVEL SURFACE COURSE | m3 | 1,678.600 | 10,071.60
|
| | 804.000 | 4,824.00
|
| | 0.000 | 0.00
|
| | |
|
0016 2020.00 | 5.00 | 312.000 | 1,560.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 312.000 | 1,560.00
|
| | 312.000 | 1,560.00
|
| | 0.000 | 0.00
|
| | |
|
0017 2021.00 | 45.00 | 13.000 | 585.00
|
MAILBOX POST | EACH | 13.000 | 585.00
|
| | 13.000 | 585.00
|
| | 0.000 | 0.00
|
| | |
|
0018 3070.10 | 75.00 | 59.920 | 4,494.00
|
CONCRETE FOR HEADERS, CLASS 47B-20 | m3 | 59.920 | 4,494.00
|
| | 64.200 | 4,815.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3075.11 | 32.25 | 660.000 | 21,285.00
|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 660.000 | 21,285.00
|
| | 660.000 | 21,285.00
|
| | 0.000 | 0.00
|
| | |
|
0020 3075.41 | 22.80 | 44,303.600 | 1,010,122.08
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 44,303.600 | 1,010,122.08
|
| | 44,320.830 | 1,010,514.93
|
| | 0.000 | 0.00
|
| | |
|
0021 4015.00 | 200.00 | 9.000 | 1,800.00
|
ADJUST MANHOLE TO GRADE | EACH | 9.000 | 1,800.00
|
| | 9.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0022 4024.55 | 275.00 | 6.000 | 1,650.00
|
FLUME SPILLWAY | m | 6.000 | 1,650.00
|
| | 6.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4024.70 | 1,725.00 | 4.000 | 6,900.00
|
CONCRETE FLUME, TYPE I | EACH | 4.000 | 6,900.00
|
| | 4.000 | 6,900.00
|
| | 0.000 | 0.00
|
| | |
|
0024 8111.00 | 350.00 | 4.400 | 1,540.00
|
SHOULDER SUBGRADE PREPARATION | StaM | 4.400 | 1,540.00
|
| | 4.400 | 1,540.00
|
| | 0.000 | 0.00
|
| | |
|
0025 9034.00 | 1.50 | 626.000 | 939.00
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 626.000 | 939.00
|
| | 639.000 | 958.50
|
| | 0.000 | 0.00
|
| | |
|
0026 9111.00 | 0.50 | 1,177.000 | 588.50
|
WATER | kL | 1,177.000 | 588.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 9170.00 | 198.00 | 116.936 | 23,153.33
|
EARTH SHOULDER CONSTRUCTION | StaM | 116.936 | 23,153.33
|
| | 116.936 | 23,153.32
|
| | 0.000 | 0.00
|
| | |
|
0028 9173.00 | 525.00 | 66.668 | 35,000.70
|
SUBGRADE PREPARATION | StaM | 66.668 | 35,000.70
|
| | 60.634 | 31,832.85
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,126,189.21
|
| | Current | 1,133,989.21
|
| | In place | 1,126,168.60
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0029 0030.40 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4050.01 | 9.45 | 533.000 | 5,036.85
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 533.000 | 5,036.85
|
| | 533.000 | 5,036.85
|
| | 0.000 | 0.00
|
| | |
|
0031 4350.12 | 38.25 | 7.700 | 294.53
|
300 mm CORRUGATED METAL PIPE | m | 7.700 | 294.53
|
| | 8.300 | 317.48
|
| | 0.000 | 0.00
|
| | |
|
0032 4350.18 | 48.00 | 30.900 | 1,483.20
|
450 mm CORRUGATED METAL PIPE | m | 30.900 | 1,483.20
|
| | 25.300 | 1,214.40
|
| | 0.000 | 0.00
|
| | |
|
0033 4350.24 | 58.00 | 85.330 | 4,949.14
|
600 mm CORRUGATED METAL PIPE | m | 85.330 | 4,949.14
|
| | 85.630 | 4,966.54
|
| | 0.000 | 0.00
|
| | |
|
0034 4350.42 | 117.00 | 1.500 | 175.50
|
1050 mm CORRUGATED METAL PIPE | m | 1.500 | 175.50
|
| | 2.800 | 327.60
|
| | 0.000 | 0.00
|
| | |
|
0035 4360.12 | 115.00 | 2.000 | 230.00
|
300 mm METAL FLARED-END SECTION | EACH | 2.000 | 230.00
|
| | 2.000 | 230.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4360.18 | 156.00 | 4.000 | 624.00
|
450 mm METAL FLARED-END SECTION | EACH | 4.000 | 624.00
|
| | 4.000 | 624.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4360.24 | 200.00 | 11.000 | 2,200.00
|
600 mm METAL FLARED-END SECTION | EACH | 11.000 | 2,200.00
|
| | 11.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4360.42 | 635.00 | 2.000 | 1,270.00
|
1050 mm METAL FLARED-END SECTION | EACH | 2.000 | 1,270.00
|
| | 2.000 | 1,270.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 19,263.22
|
| | Current | 19,263.22
|
| | In place | 19,186.87
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0039 0001.10 | 2.50 | 1,998.000 | 4,995.00
|
BARRICADE, TYPE III | BDAY | 1,998.000 | 4,995.00
|
| | 3,354.000 | 8,385.00
|
| | 136.000 | 340.00
|
| | |
|
0040 0001.30 | 1.20 | 222.000 | 266.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 222.000 | 266.40
|
| | 264.000 | 316.80
|
| | 34.000 | 40.80
|
| | |
|
0041 0001.90 | 0.50 | 3,330.000 | 1,665.00
|
SIGN DAY | EACH | 3,330.000 | 1,665.00
|
| | 2,675.000 | 1,337.50
|
| | 68.000 | 34.00
|
| | |
|
0042 0010.04 | 2,500.00 | 1.000 | 2,500.00
|
FIELD OFFICE | EACH | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0043 0030.10 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 11,926.40
|
| | Current | 11,926.40
|
| | In place | 15,039.30
|
| | This Estimate | 414.80
|
| | |
|
Totals for contract | | Contracted | 1,571,488.42
|
---|
| | Current | 1,584,488.42
|
---|
| | In place | 1,581,736.97
|
---|
| | This Estimate | 5,753.40
|
---|