| | | 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 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
|
| | |
|
0002 1000.00 | 200.00 | 1.000 | 200.00
|
LARGE TREE REMOVAL | EACH | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 4,600.00 | 1.000 | 4,600.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 4,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.01 | 1.66 | 15,022.000 | 24,936.52
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 15,022.000 | 24,936.52
|
| | 11,000.000 | 18,260.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1010.10 | 3.80 | 3,035.000 | 11,533.00
|
EXCAVATION, BORROW | CY | 3,035.000 | 11,533.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1010.50 | 12.50 | 834.000 | 10,425.00
|
REMOVAL OF UNSUITABLE MATERIAL | CY | 834.000 | 10,425.00
|
| | 834.000 | 10,425.00
|
| | 0.000 | 0.00
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| | |
|
0007 1011.00 | 3.00 | 22.000 | 66.00
|
WATER | MGAL | 22.000 | 66.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 1300.24 | 16.00 | 46.000 | 736.00
|
24" DRIVEWAY CULVERT PIPE | LF | 46.000 | 736.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0009 1300.36 | 24.00 | 46.000 | 1,104.00
|
36" DRIVEWAY CULVERT PIPE | LF | 46.000 | 1,104.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 6040.01 | 500.00 | 1.000 | 500.00
|
REMOVE STRUCTURE | EACH | 1.000 | 500.00
|
AT STA. 28+34 | | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0011 L006.00 | 250.00 | 5.000 | 1,250.00
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COVER CROP SEEDING | ACRE | 5.000 | 1,250.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 57,850.52
|
| | Current | 57,850.52
|
| | In place | 31,185.00
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| | This Estimate | 0.00
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| | |
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GROUP 4 CULVERTS | | |
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0012 0030.40 | 1,500.00 | 1.000 | 1,500.00
|
MOBILIZATION | LS | 1.000 | 1,500.00
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| | 1.000 | 1,500.00
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| | 1.000 | 1,500.00
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| | |
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0013 1011.00 | 4.00 | 15.000 | 60.00
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WATER | MGAL | 15.000 | 60.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0014 4050.01 | 5.00 | 345.000 | 1,725.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 345.000 | 1,725.00
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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 4051.01 | 6.00 | 2,827.000 | 16,962.00
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EXCAVATION FOR BOX CULVERTS | CY | 2,827.000 | 16,962.00
|
| | 1,900.000 | 11,400.00
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| | 500.000 | 3,000.00
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| | |
|
0016 4101.06 | 240.00 | 457.000 | 109,680.00
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CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 457.000 | 109,680.00
|
| | 52.900 | 12,696.00
|
| | 52.900 | 12,696.00
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| | |
|
0017 4151.00 | 0.50 | 34,786.000 | 17,393.00
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REINFORCING STEEL FOR BOX CULVERT | LB | 34,786.000 | 17,393.00
|
| | 2,500.000 | 1,250.00
|
| | 2,500.000 | 1,250.00
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| | |
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0018 4300.24 | 25.00 | 152.000 | 3,800.00
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24" CULVERT PIPE | LF | 152.000 | 3,800.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0019 4300.36 | 29.68 | 108.000 | 3,205.44
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36" CULVERT PIPE | LF | 108.000 | 3,205.44
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0020 4310.24 | 186.00 | 3.000 | 558.00
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24" FLARED-END SECTION | EACH | 3.000 | 558.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0021 4310.36 | 300.00 | 1.000 | 300.00
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36" FLARED-END SECTION | EACH | 1.000 | 300.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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GROUP 4 CULVERTS | | Contracted | 155,183.44
|
| | Current | 155,183.44
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| | In place | 26,846.00
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| | This Estimate | 18,446.00
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| | |
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GROUP 6 BRIDGE AT STA. 25+15 | | |
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0022 0030.60 | 61,000.00 | 1.000 | 61,000.00
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MOBILIZATION | LS | 1.000 | 61,000.00
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| | 0.500 | 30,500.00
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| | 0.500 | 30,500.00
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| | |
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0023 1043.50 | 2.00 | 2,592.000 | 5,184.00
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RIPRAP FILTER FABRIC | SY | 2,592.000 | 5,184.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0024 6000.10 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
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| | |
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0025 6000.11 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0026 6000.60 | 10,000.00 | 1.000 | 10,000.00
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PIER NO.1 EXCAVATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
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| | 1.000 | 10,000.00
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0027 6000.61 | 10,000.00 | 1.000 | 10,000.00
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PIER NO.2 EXCAVATION | LS | 1.000 | 10,000.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0028 6005.78 | 448.00 | 12.000 | 5,376.00
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EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 5,376.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0029 6005.83 | 405.00 | 4.000 | 1,620.00
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FIXED BEARING | EACH | 4.000 | 1,620.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0030 6010.22 | 315.00 | 499.300 | 157,279.50
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 499.300 | 157,279.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0031 6010.26 | 315.00 | 163.500 | 51,502.50
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 163.500 | 51,502.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0032 6020.00 | 0.59 | 69,390.000 | 40,940.10
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REINFORCING STEEL FOR BRIDGE | LB | 69,390.000 | 40,940.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0033 6040.00 | 12,500.00 | 1.000 | 12,500.00
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REMOVE STRUCTURE | EACH | 1.000 | 12,500.00
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AT STA. 25+00 | | 1.000 | 12,500.00
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| | 0.000 | 0.00
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0034 6071.12 | 77,700.00 | 1.000 | 77,700.00
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STEEL SUPERSTRUCTURE | LS | 1.000 | 77,700.00
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AT STA. 25+15 | | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0035 6080.00 | 2.35 | 5,350.000 | 12,572.50
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STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 5,350.000 | 12,572.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0036 6105.03 | 33.00 | 2,670.000 | 88,110.00
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ROCK RIPRAP, TYPE C | TON | 2,670.000 | 88,110.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0037 6210.14 | 18.00 | 2,955.000 | 53,190.00
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HP 12"X53# STEEL PILING | LF | 2,955.000 | 53,190.00
|
| | 750.000 | 13,500.00
|
| | 750.000 | 13,500.00
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| | |
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0038 6310.00 | 8.75 | 2,379.000 | 20,816.25
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STEEL SHEET PILING | SF | 2,379.000 | 20,816.25
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| | 577.500 | 5,053.13
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| | 577.500 | 5,053.13
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GROUP 6 BRIDGE AT STA. 25+15 | | Contracted | 615,790.85
|
| | Current | 615,790.85
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| | In place | 75,553.13
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| | This Estimate | 63,053.13
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GROUP 7 GUARDRAIL | | |
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0039 0030.70 | 625.00 | 1.000 | 625.00
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MOBILIZATION | LS | 1.000 | 625.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0040 7011.20 | 20.40 | 25.000 | 510.00
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W-BEAM GUARDRAIL | LF | 25.000 | 510.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0041 7020.00 | 1,164.50 | 4.000 | 4,658.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,658.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0042 7021.47 | 1,142.00 | 3.000 | 3,426.00
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MELT | EACH | 3.000 | 3,426.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0043 7022.00 | 450.00 | 1.000 | 450.00
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END ANCHORAGE ASSEMBLY | EACH | 1.000 | 450.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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GROUP 7 GUARDRAIL | | Contracted | 9,669.00
|
| | Current | 9,669.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0044 0001.10 | 1.50 | 1,740.000 | 2,610.00
|
BARRICADE, TYPE III | BDAY | 1,740.000 | 2,610.00
|
| | 410.000 | 615.00
|
| | 112.000 | 168.00
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| | |
|
0045 0001.90 | 0.75 | 2,088.000 | 1,566.00
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SIGN DAY | EACH | 2,088.000 | 1,566.00
|
| | 220.000 | 165.00
|
| | 72.000 | 54.00
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|
0046 0001.98 | 0.65 | 1,044.000 | 678.60
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CONTRACTOR FURNISHED SIGN | EACH | 1,044.000 | 678.60
|
| | 178.000 | 115.70
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| | 56.000 | 36.40
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0047 0010.04 | 2,500.00 | 1.000 | 2,500.00
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FIELD OFFICE | EACH | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0048 0030.00 | 3,900.00 | 1.000 | 3,900.00
|
MOBILIZATION | LS | 1.000 | 3,900.00
|
| | 0.500 | 1,950.00
|
| | 0.500 | 1,950.00
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 11,254.60
|
| | Current | 11,254.60
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| | In place | 2,845.70
|
| | This Estimate | 2,208.40
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| | |
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Totals for contract | | Contracted | 849,748.41
|
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| | Current | 849,748.41
|
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| | In place | 136,429.83
|
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| | This Estimate | 83,707.53
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