| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 1 GRADING | | |
|
0001 L006.00 | 145.00 | 20.800 | 3,016.00
|
COVER CROP SEEDING | ha | 20.800 | 3,016.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 0.500 | 7,500.00
|
| | 0.500 | 7,500.00
|
| | |
|
0003 1000.00 | 300.00 | 26.000 | 7,800.00
|
LARGE TREE REMOVAL | EACH | 26.000 | 7,800.00
|
| | 27.000 | 8,100.00
|
| | 27.000 | 8,100.00
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| | |
|
0004 1009.00 | 22,000.00 | 1.000 | 22,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 22,000.00
|
| | 0.600 | 13,200.00
|
| | 0.600 | 13,200.00
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| | |
|
0005 1010.00 | 1.70 | 106,739.000 | 181,456.30
|
EXCAVATION | m3 | 106,739.000 | 181,456.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1011.00 | 3.00 | 2,664.000 | 7,992.00
|
WATER | kL | 2,664.000 | 7,992.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0007 1300.18 | 25.00 | 486.000 | 12,150.00
|
450 mm DRIVEWAY CULVERT PIPE | m | 486.000 | 12,150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 1300.24 | 35.00 | 22.000 | 770.00
|
600 mm DRIVEWAY CULVERT PIPE | m | 22.000 | 770.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0009 1300.30 | 45.00 | 11.000 | 495.00
|
750 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 495.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 1300.42 | 85.00 | 11.000 | 935.00
|
1050 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 935.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 251,614.30
|
| | Current | 251,614.30
|
| | In place | 28,800.00
|
| | This Estimate | 28,800.00
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| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 0030.30 | 73,000.00 | 1.000 | 73,000.00
|
MOBILIZATION | LS | 1.000 | 73,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0012 2010.03 | 20.00 | 229.740 | 4,594.80
|
CRUSHED ROCK SURFACE COURSE | Mg | 229.740 | 4,594.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0013 2020.00 | 10.50 | 200.000 | 2,100.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 200.000 | 2,100.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0014 2021.00 | 60.00 | 10.000 | 600.00
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MAILBOX POST | EACH | 10.000 | 600.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0015 3020.26 | 31.05 | 1,337.550 | 41,530.93
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CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 1,337.550 | 41,530.93
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0016 3075.41 | 21.50 | 55,927.000 | 1,202,430.50
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 55,927.000 | 1,202,430.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0017 3300.50 | 3,400.00 | 1.000 | 3,400.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0018 8029.75 | 1.90 | 55,927.000 | 106,261.30
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BITUMINOUS FOUNDATION COURSE | m2 | 55,927.000 | 106,261.30
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0019 9111.00 | 2.50 | 1,212.000 | 3,030.00
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WATER | kL | 1,212.000 | 3,030.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0020 9170.00 | 175.00 | 150.500 | 26,337.50
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EARTH SHOULDER CONSTRUCTION | StaM | 150.500 | 26,337.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0021 9173.20 | 0.85 | 57,264.550 | 48,674.87
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SUBGRADE PREPARATION | m2 | 57,264.550 | 48,674.87
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0022 9179.24 | 1,250.00 | 75.250 | 94,062.50
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COLD MILLING, CLASS 4 | StaM | 75.250 | 94,062.50
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,606,022.40
|
| | Current | 1,606,022.40
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| | In place | 0.00
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| | This Estimate | 0.00
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| | |
|
GROUP 4 CULVERTS | | |
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0023 0030.40 | 10,000.00 | 1.000 | 10,000.00
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MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0024 4044.00 | 2,000.00 | 1.000 | 2,000.00
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PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
AT STA 2+48.36 | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0025 4044.01 | 2,000.00 | 1.000 | 2,000.00
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PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
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AT STA. 8+06.87 | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0026 4045.00 | 7,000.00 | 1.000 | 7,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 7,000.00
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AT STA. 17+98.04 | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0027 4050.01 | 8.00 | 2,585.000 | 20,680.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 2,585.000 | 20,680.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0028 4051.01 | 16.00 | 673.000 | 10,768.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 673.000 | 10,768.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0029 4101.06 | 335.00 | 194.250 | 65,073.75
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CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 194.250 | 65,073.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0030 4151.00 | 1.50 | 14,130.000 | 21,195.00
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REINFORCING STEEL FOR BOX CULVERT | kg | 14,130.000 | 21,195.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0031 4450.24 | 111.00 | 63.500 | 7,048.50
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600 mm REINFORCED CONCRETE PIPE | m | 63.500 | 7,048.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0032 4450.30 | 155.00 | 21.500 | 3,332.50
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750 mm REINFORCED CONCRETE PIPE | m | 21.500 | 3,332.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0033 4450.36 | 203.00 | 59.500 | 12,078.50
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900 mm REINFORCED CONCRETE PIPE | m | 59.500 | 12,078.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0034 4450.42 | 235.00 | 120.200 | 28,247.00
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1050 mm REINFORCED CONCRETE PIPE | m | 120.200 | 28,247.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0035 4450.48 | 288.00 | 26.200 | 7,545.60
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1200 mm REINFORCED CONCRETE PIPE | m | 26.200 | 7,545.60
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| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0036 4450.54 | 344.00 | 43.500 | 14,964.00
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1350 mm REINFORCED CONCRETE PIPE | m | 43.500 | 14,964.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0037 4450.60 | 413.00 | 31.500 | 13,009.50
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1500 mm REINFORCED CONCRETE PIPE | m | 31.500 | 13,009.50
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0038 4450.66 | 485.00 | 39.500 | 19,157.50
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1650 mm REINFORCED CONCRETE PIPE | m | 39.500 | 19,157.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0039 4460.24 | 397.00 | 6.000 | 2,382.00
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600 mm CONCRETE FLARED-END SECTION | EACH | 6.000 | 2,382.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0040 4460.30 | 453.00 | 2.000 | 906.00
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750 mm CONCRETE FLARED END SECTION | EACH | 2.000 | 906.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0041 4460.36 | 730.00 | 6.000 | 4,380.00
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900 mm CONCRETE FLARED-END SECTION | EACH | 6.000 | 4,380.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0042 4460.42 | 850.00 | 8.000 | 6,800.00
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1050 mm CONCRETE FLARED-END SECTION | EACH | 8.000 | 6,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0043 4460.48 | 940.00 | 2.000 | 1,880.00
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1200 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,880.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0044 4460.54 | 1,144.00 | 4.000 | 4,576.00
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1350 mm CONCRETE FLARED-END SECTION | EACH | 4.000 | 4,576.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0045 4460.60 | 1,406.00 | 2.000 | 2,812.00
|
1500 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 2,812.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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|
0046 4460.66 | 1,777.00 | 2.000 | 3,554.00
|
1650 mm CONCRETE FLARED-END SECTION | EACH | 2.000 | 3,554.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0047 4500.48 | 418.00 | 17.000 | 7,106.00
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1200 mm ROUND EQUIVALENT REINFORCED CONCRETE PIPE | m | 17.000 | 7,106.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0048 4510.48 | 1,661.00 | 2.000 | 3,322.00
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1200 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION | EACH | 2.000 | 3,322.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0049 6105.01 | 34.40 | 22.100 | 760.24
|
ROCK RIPRAP, TYPE A | Mg | 22.100 | 760.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0050 6105.02 | 33.00 | 56.500 | 1,864.50
|
ROCK RIPRAP, TYPE B | Mg | 56.500 | 1,864.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 4 CULVERTS | | Contracted | 284,442.59
|
| | Current | 284,442.59
|
| | In place | 0.00
|
| | This Estimate | 0.00
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| | |
|
GROUP 5 SEEDING | | |
|
0051 L001.01 | 1,120.00 | 20.800 | 23,296.00
|
SEEDING, TYPE A | ha | 20.800 | 23,296.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0052 L032.75 | 75.00 | 104.000 | 7,800.00
|
MULCH | Mg | 104.000 | 7,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0053 0030.50 | 200.00 | 1.000 | 200.00
|
MOBILIZATION | LS | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 31,296.00
|
| | Current | 31,296.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
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| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0054 0001.10 | 1.50 | 4,000.000 | 6,000.00
|
BARRICADE, TYPE III | BDAY | 4,000.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 0001.30 | 2.00 | 1,120.000 | 2,240.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,120.000 | 2,240.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0001.90 | 0.20 | 4,960.000 | 992.00
|
SIGN DAY | EACH | 4,960.000 | 992.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 0003.10 | 300.00 | 10.000 | 3,000.00
|
FLAGGING | DAY | 10.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0058 0010.04 | 3,000.00 | 1.000 | 3,000.00
|
FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 0030.00 | 100.00 | 1.000 | 100.00
|
MOBILIZATION | LS | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 15,332.00
|
| | Current | 15,332.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,188,707.29
|
---|
| | Current | 2,188,707.29
|
---|
| | In place | 28,800.00
|
---|
| | This Estimate | 28,800.00
|
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