| | | 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 | 103.00 | 3.000 | 309.00
|
COVER CROP SEEDING | ACRE | 3.000 | 309.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1000.00 | 154.50 | 1.000 | 154.50
|
LARGE TREE REMOVAL | EACH | 1.000 | 154.50
|
| | 1.000 | 154.50
|
| | 0.000 | 0.00
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| | |
|
0004 1009.00 | 10,904.61 | 1.000 | 10,904.61
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,904.61
|
| | 1.000 | 10,904.61
|
| | 0.000 | 0.00
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| | |
|
0005 1010.01 | 1.76 | 11,086.000 | 19,511.36
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 11,086.000 | 19,511.36
|
| | 11,086.000 | 19,511.36
|
| | 1,086.000 | 1,911.36
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| | |
|
0006 1011.00 | 10.29 | 42.000 | 432.18
|
WATER | MGAL | 42.000 | 432.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0007 1101.00 | 4.12 | 58.000 | 238.96
|
REMOVE PAVEMENT | SY | 58.000 | 238.96
|
| | 143.100 | 589.57
|
| | 0.000 | 0.00
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| | |
|
0008 1300.24 | 13.41 | 172.000 | 2,306.52
|
24" DRIVEWAY CULVERT PIPE | LF | 172.000 | 2,306.52
|
| | 142.000 | 1,904.22
|
| | 0.000 | 0.00
|
| | |
|
0009 1305.24 | 14.92 | 78.000 | 1,163.76
|
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE | LF | 78.000 | 1,163.76
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 4310.24 | 131.65 | 1.000 | 131.65
|
24" FLARED-END SECTION | EACH | 1.000 | 131.65
|
| | 1.000 | 131.65
|
| | 0.000 | 0.00
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| | |
|
4004 2018.00 | 10.20 | 0.000 | 0.00
|
CRUSHED CONCRETE FOR TEMPORARY SURFACING | TON | 189.230 | 1,930.15
|
| | 189.230 | 1,930.15
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 38,652.54
|
| | Current | 40,582.69
|
| | In place | 38,626.06
|
| | This Estimate | 1,911.36
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| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 0030.30 | 24,500.00 | 1.000 | 24,500.00
|
MOBILIZATION | LS | 1.000 | 24,500.00
|
| | 1.000 | 24,500.00
|
| | 0.000 | 0.00
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| | |
|
0012 3075.32 | 21.71 | 11,302.000 | 245,366.42
|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 11,302.000 | 245,366.42
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| | 11,302.000 | 245,366.42
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| | 1,086.000 | 23,577.06
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| | |
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0013 3300.65 | 87.55 | 5.000 | 437.75
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CONCRETE PAVEMENT THICKNESS CORE | EACH | 5.000 | 437.75
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| | 5.000 | 437.75
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| | 5.000 | 437.75
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| | |
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0014 8029.04 | 3.89 | 11,302.000 | 43,964.78
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AGGREGATE FOUNDATION COURSE 4" | SY | 11,302.000 | 43,964.78
|
| | 11,302.000 | 43,964.78
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| | 1,086.000 | 4,224.54
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| | |
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0015 9034.00 | 3.78 | 1,087.000 | 4,108.86
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 1,087.000 | 4,108.86
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| | 1,087.000 | 4,108.86
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| | 1,087.000 | 4,108.86
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| | |
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0016 9111.00 | 11.45 | 60.000 | 687.00
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WATER | MGAL | 60.000 | 687.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0017 9170.00 | 54.59 | 76.620 | 4,182.69
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EARTH SHOULDER CONSTRUCTION | STA | 76.620 | 4,182.69
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| | 76.620 | 4,182.69
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| | 76.620 | 4,182.69
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| | |
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0018 9173.00 | 447.62 | 38.310 | 17,148.32
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SUBGRADE PREPARATION | STA | 38.310 | 17,148.32
|
| | 38.310 | 17,148.32
|
| | 0.000 | 0.00
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| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 340,395.82
|
| | Current | 340,395.82
|
| | In place | 339,708.82
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| | This Estimate | 36,530.90
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| | |
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GROUP 4 CULVERTS | | |
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0019 0030.40 | 2,000.00 | 1.000 | 2,000.00
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MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0020 4002.00 | 1.93 | 500.000 | 965.00
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CAST IRON COVER AND FRAME | LB | 500.000 | 965.00
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| | 500.000 | 965.00
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| | 0.000 | 0.00
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| | |
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0021 4035.00 | 78.04 | 1.000 | 78.04
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REMOVE FLARED-END SECTION | EACH | 1.000 | 78.04
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| | 1.000 | 78.04
|
| | 0.000 | 0.00
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0022 4043.00 | 7.76 | 50.000 | 388.00
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REMOVE CULVERT PIPE | LF | 50.000 | 388.00
|
| | 95.000 | 737.20
|
| | 0.000 | 0.00
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| | |
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0023 4045.00 | 634.27 | 1.000 | 634.27
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REMOVE STRUCTURE | EACH | 1.000 | 634.27
|
AT STA. 20+73 | | 1.000 | 634.27
|
| | 0.000 | 0.00
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| | |
|
0024 4050.01 | 6.69 | 140.000 | 936.60
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 140.000 | 936.60
|
| | 140.000 | 936.60
|
| | 0.000 | 0.00
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| | |
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0025 4105.59 | 519.00 | 11.210 | 5,817.99
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CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 11.210 | 5,817.99
|
| | 11.200 | 5,812.80
|
| | 0.000 | 0.00
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| | |
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0026 4155.50 | 0.88 | 526.000 | 462.88
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REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 526.000 | 462.88
|
| | 526.000 | 462.88
|
| | 0.000 | 0.00
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0027 4350.24 | 40.47 | 11.000 | 445.17
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24" CORRUGATED METAL PIPE | LF | 11.000 | 445.17
|
| | 11.000 | 445.17
|
| | 0.000 | 0.00
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| | |
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0028 4350.30 | 40.67 | 68.000 | 2,765.56
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30" CORRUGATED METAL PIPE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0029 4360.24 | 185.73 | 1.000 | 185.73
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24" METAL FLARED-END SECTION | EACH | 1.000 | 185.73
|
| | 1.000 | 185.73
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| | 0.000 | 0.00
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0030 4360.30 | 281.89 | 2.000 | 563.78
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30" METAL FLARED-END SECTION | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0031 4460.18 | 330.48 | 2.000 | 660.96
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18" CONCRETE FLARED-END SECTION | EACH | 2.000 | 660.96
|
| | 2.000 | 660.96
|
| | 0.000 | 0.00
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| | |
|
0032 4500.24 | 62.68 | 52.000 | 3,259.36
|
24" ROUND EQUIVALENT REINFORCED CONCRETE PIPE | LF | 52.000 | 3,259.36
|
| | 52.000 | 3,259.36
|
| | 0.000 | 0.00
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0033 4510.24 | 619.53 | 2.000 | 1,239.06
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24" ROUND EQUIVALENT CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,239.06
|
| | 2.000 | 1,239.06
|
| | 0.000 | 0.00
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| | |
|
0034 4600.18 | 32.95 | 76.000 | 2,504.20
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18" REINFORCED CONCRETE SEWER PIPE | LF | 76.000 | 2,504.20
|
| | 76.000 | 2,504.20
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| | 0.000 | 0.00
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| | |
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4002 4450.30 | 75.27 | 0.000 | 0.00
|
30" REINFORCED CONCRETE PIPE | LF | 68.000 | 5,118.36
|
| | 68.000 | 5,118.36
|
| | 0.000 | 0.00
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| | |
|
4003 4460.30 | 462.20 | 0.000 | 0.00
|
30" CONCRETE FLARED END SECTION | EACH | 2.000 | 924.40
|
| | 2.000 | 924.40
|
| | 0.000 | 0.00
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| | |
|
GROUP 4 CULVERTS | | Contracted | 22,906.60
|
| | Current | 25,620.02
|
| | In place | 25,964.03
|
| | This Estimate | 0.00
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| | |
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GROUP 10 GENERAL ITEMS | | |
|
0035 0001.10 | 1.65 | 1,240.000 | 2,046.00
|
BARRICADE, TYPE III | BDAY | 1,240.000 | 2,046.00
|
| | 1,755.000 | 2,895.75
|
| | 315.000 | 519.75
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0036 0001.30 | 1.03 | 124.000 | 127.72
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 124.000 | 127.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0037 0001.90 | 0.77 | 868.000 | 668.36
|
SIGN DAY | EACH | 868.000 | 668.36
|
| | 697.000 | 536.69
|
| | 126.000 | 97.02
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|
0038 0003.10 | 161.91 | 10.000 | 1,619.10
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FLAGGING | DAY | 10.000 | 1,619.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0039 0010.04 | 2,983.68 | 1.000 | 2,983.68
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FIELD OFFICE | EACH | 1.000 | 2,983.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0040 0030.00 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
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|
4001 0001.99 | 0.74 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 210.000 | 155.40
|
| | 585.000 | 432.90
|
| | 105.000 | 77.70
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|
GROUP 10 GENERAL ITEMS | | Contracted | 7,944.86
|
| | Current | 8,100.26
|
| | In place | 4,365.34
|
| | This Estimate | 694.47
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| | |
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Totals for contract | | Contracted | 409,899.82
|
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| | Current | 414,698.78
|
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| | In place | 408,664.25
|
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| | This Estimate | 39,136.73
|
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