| | | 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 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 0012 2021.00 | 70.00 | 1.000 | 70.00
|
| MAILBOX POST | EACH | 1.000 | 70.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | 0.000 | 0.00
|
| | |
|
| 0015 9034.00 | 9.00 | 81.000 | 729.00
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 81.000 | 729.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 9111.00 | 12.00 | 12.000 | 144.00
|
| WATER | MGAL | 12.000 | 144.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 68,676.98
|
| | Current | 68,676.98
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA 31+25 | | |
|
| 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
|
| | |
|
| 0020 1010.01 | 5.00 | 120.000 | 600.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 120.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | 0.000 | 0.00
|
| | |
|
| 0022 3050.15 | 200.00 | 145.600 | 29,120.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 145.600 | 29,120.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0024 6000.10 | 7,000.00 | 1.000 | 7,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0026 6000.60 | 24,000.00 | 1.000 | 24,000.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 24,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6001.00 | 15,000.00 | 1.000 | 15,000.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6001.01 | 15,000.00 | 1.000 | 15,000.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 0030 6005.78 | 1,200.00 | 8.000 | 9,600.00
|
| EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 9,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 6010.22 | 230.00 | 347.400 | 79,902.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 347.400 | 79,902.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6010.26 | 210.00 | 383.700 | 80,577.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 383.700 | 80,577.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 0039 6200.00 | 26.00 | 1,040.000 | 27,040.00
|
| CONCRETE PILING | LF | 1,040.000 | 27,040.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 6210.10 | 26.00 | 1,080.000 | 28,080.00
|
| HP 10"X42# STEEL PILING | LF | 1,080.000 | 28,080.00
|
| FOR SPUR DIKES | | -60.000 | -1,560.00
|
| | -60.000 | -1,560.00
|
| | |
|
| 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
|
| | 60.000 | 1,080.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0043 0030.70 | 100.00 | 1.000 | 100.00
|
| MOBILIZATION | LS | 1.000 | 100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 14,100.00
|
| | Current | 14,100.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| 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
|
| | |
|
| Totals for contract | | Contracted | 951,589.68
|
|---|
| | Current | 951,589.68
|
|---|
| | In place | 47,122.20
|
|---|
| | This Estimate | 47,122.20
|
|---|