| | | 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 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 0.250 | 750.00
|
| | 0.250 | 750.00
|
| | |
|
0002 1009.00 | 3,000.00 | 1.000 | 3,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | |
|
0003 1010.01 | 3.60 | 5,924.000 | 21,326.40
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 5,924.000 | 21,326.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 1.00 | 50.000 | 50.00
|
WATER | MGAL | 50.000 | 50.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1101.25 | 2.50 | 44.000 | 110.00
|
SAWING PAVEMENT | LF | 44.000 | 110.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1106.00 | 2.50 | 90.000 | 225.00
|
REMOVE DRIVEWAY | SY | 90.000 | 225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1315.24 | 42.00 | 30.000 | 1,260.00
|
24" REINFORCED CONCRETE PIPE FOR DRIVEWAY CULVERT PIPE | LF | 30.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 L006.00 | 150.00 | 4.000 | 600.00
|
COVER CROP SEEDING | ACRE | 4.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 29,571.40
|
| | Current | 29,571.40
|
| | In place | 3,750.00
|
| | This Estimate | 3,750.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0009 0002.76 | 0.60 | 2,510.000 | 1,506.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 2,510.000 | 1,506.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 0030.30 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0011 2020.00 | 36.00 | 13.000 | 468.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 13.000 | 468.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0012 2021.00 | 70.00 | 1.000 | 70.00
|
MAILBOX POST | EACH | 1.000 | 70.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0013 3020.24 | 32.00 | 81.000 | 2,592.00
|
CONCRETE CLASS 47B-3500 DRIVEWAY | SY | 81.000 | 2,592.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0014 3075.32 | 30.00 | 1,803.000 | 54,090.00
|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,803.000 | 54,090.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0015 9034.00 | 9.00 | 81.000 | 729.00
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 81.000 | 729.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0016 9111.00 | 12.00 | 12.000 | 144.00
|
WATER | MGAL | 12.000 | 144.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0017 9170.00 | 200.00 | 16.748 | 3,349.60
|
EARTH SHOULDER CONSTRUCTION | STA | 16.748 | 3,349.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0018 9173.00 | 370.00 | 7.374 | 2,728.38
|
SUBGRADE PREPARATION | STA | 7.374 | 2,728.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 68,676.98
|
| | Current | 68,676.98
|
| | In place | 0.00
|
| | This Estimate | 0.00
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| | |
|
GROUP 6 BRIDGE AT STA 31+25 | | |
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0019 0030.60 | 70,000.00 | 1.000 | 70,000.00
|
MOBILIZATION | LS | 1.000 | 70,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0020 1010.01 | 5.00 | 120.000 | 600.00
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EXCAVATION (ESTABLISHED QUANTITY) | CY | 120.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0021 1043.50 | 2.00 | 1,911.000 | 3,822.00
|
RIPRAP FILTER FABRIC | SY | 1,911.000 | 3,822.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0022 3050.15 | 200.00 | 145.600 | 29,120.00
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CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 145.600 | 29,120.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0023 3051.10 | 0.50 | 17,040.000 | 8,520.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 17,040.000 | 8,520.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0024 6000.10 | 7,000.00 | 1.000 | 7,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0025 6000.11 | 7,000.00 | 1.000 | 7,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0026 6000.60 | 24,000.00 | 1.000 | 24,000.00
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PIER NO.1 EXCAVATION | LS | 1.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0027 6001.00 | 15,000.00 | 1.000 | 15,000.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0028 6001.01 | 15,000.00 | 1.000 | 15,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0029 6005.35 | 50.00 | 62.800 | 3,140.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 62.800 | 3,140.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0030 6005.78 | 1,200.00 | 8.000 | 9,600.00
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EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0031 6010.22 | 230.00 | 347.400 | 79,902.00
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 347.400 | 79,902.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0032 6010.26 | 210.00 | 383.700 | 80,577.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 383.700 | 80,577.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0033 6011.11 | 186,500.00 | 1.000 | 186,500.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 186,500.00
|
AT STA. 31+25 | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0034 6040.00 | 51,000.00 | 1.000 | 51,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 51,000.00
|
AT STA. 30+69.60 | | 0.850 | 43,350.00
|
| | 0.850 | 43,350.00
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| | |
|
0035 6080.00 | 2.00 | 3,950.000 | 7,900.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,950.000 | 7,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0036 6095.00 | 800.00 | 12.000 | 9,600.00
|
STEEL DIAPHRAGM | EACH | 12.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0037 6105.02 | 27.00 | 1,632.000 | 44,064.00
|
ROCK RIPRAP, TYPE B | TON | 1,632.000 | 44,064.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0038 6131.50 | 0.50 | 106,615.000 | 53,307.50
|
EPOXY COATED REINFORCING STEEL | LB | 106,615.000 | 53,307.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0039 6200.00 | 26.00 | 1,040.000 | 27,040.00
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CONCRETE PILING | LF | 1,040.000 | 27,040.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0040 6210.10 | 26.00 | 1,080.000 | 28,080.00
|
HP 10"X42# STEEL PILING | LF | 1,080.000 | 28,080.00
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FOR SPUR DIKES | | -60.000 | -1,560.00
|
| | -60.000 | -1,560.00
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| | |
|
0041 6210.12 | 18.00 | 1,760.000 | 31,680.00
|
HP 10"X42# STEEL PILING | LF | 1,760.000 | 31,680.00
|
| | 60.000 | 1,080.00
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| | 60.000 | 1,080.00
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| | |
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0042 6310.00 | 14.00 | 2,860.000 | 40,040.00
|
STEEL SHEET PILING | SF | 2,860.000 | 40,040.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
GROUP 6 BRIDGE AT STA 31+25 | | Contracted | 832,492.50
|
| | Current | 832,492.50
|
| | In place | 42,870.00
|
| | This Estimate | 42,870.00
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|
GROUP 7 GUARDRAIL | | |
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0043 0030.70 | 100.00 | 1.000 | 100.00
|
MOBILIZATION | LS | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0044 7020.00 | 2,500.00 | 4.000 | 10,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0045 7021.47 | 1,000.00 | 4.000 | 4,000.00
|
MELT | EACH | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 7 GUARDRAIL | | Contracted | 14,100.00
|
| | Current | 14,100.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
|
0046 0001.10 | 2.10 | 2,440.000 | 5,124.00
|
BARRICADE, TYPE III | BDAY | 2,440.000 | 5,124.00
|
| | 216.000 | 453.60
|
| | 216.000 | 453.60
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| | |
|
0047 0001.90 | 0.30 | 3,416.000 | 1,024.80
|
SIGN DAY | EACH | 3,416.000 | 1,024.80
|
| | 162.000 | 48.60
|
| | 162.000 | 48.60
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| | |
|
0048 0030.00 | 600.00 | 1.000 | 600.00
|
MOBILIZATION | LS | 1.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 6,748.80
|
| | Current | 6,748.80
|
| | In place | 502.20
|
| | This Estimate | 502.20
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| | |
|
Totals for contract | | Contracted | 951,589.68
|
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| | Current | 951,589.68
|
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| | In place | 47,122.20
|
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| | This Estimate | 47,122.20
|
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