| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 6 BRIDGE AT STA. 4+30 | | |
|
0001 L006.00 | 400.00 | 2.000 | 800.00
|
COVER CROP SEEDING | ACRE | 2.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0001.10 | 2.60 | 1,392.000 | 3,619.20
|
BARRICADE, TYPE III | BDAY | 1,392.000 | 3,619.20
|
| | 334.000 | 868.40
|
| | 28.000 | 72.80
|
| | |
|
0003 0001.30 | 2.10 | 348.000 | 730.80
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 348.000 | 730.80
|
| | 334.000 | 701.40
|
| | 28.000 | 58.80
|
| | |
|
0004 0001.90 | 0.50 | 1,740.000 | 870.00
|
SIGN DAY | EACH | 1,740.000 | 870.00
|
| | 1,169.000 | 584.50
|
| | 98.000 | 49.00
|
| | |
|
0005 0030.60 | 60,000.00 | 1.000 | 60,000.00
|
MOBILIZATION | LS | 1.000 | 60,000.00
|
| | 1.000 | 60,000.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1000.00 | 110.00 | 1.000 | 110.00
|
LARGE TREE REMOVAL | EACH | 1.000 | 110.00
|
| | 6.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1009.00 | 120.00 | 1.000 | 120.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 120.00
|
| | 1.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1011.00 | 10.00 | 105.000 | 1,050.00
|
WATER | MGAL | 105.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1030.00 | 4.30 | 6,978.000 | 30,005.40
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 6,978.000 | 30,005.40
|
| | 6,978.000 | 30,005.40
|
| | 0.000 | 0.00
|
| | |
|
0010 1043.50 | 2.00 | 470.000 | 940.00
|
RIPRAP FILTER FABRIC | SY | 470.000 | 940.00
|
| | 470.000 | 940.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1300.18 | 20.00 | 48.000 | 960.00
|
18" DRIVEWAY CULVERT PIPE | LF | 48.000 | 960.00
|
| | 46.000 | 920.00
|
| | 0.000 | 0.00
|
| | |
|
0012 4050.01 | 16.00 | 38.000 | 608.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 38.000 | 608.00
|
| | 38.000 | 608.00
|
| | 0.000 | 0.00
|
| | |
|
0013 4310.18 | 180.00 | 2.000 | 360.00
|
18" FLARED-END SECTION | EACH | 2.000 | 360.00
|
| | 2.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4350.18 | 20.00 | 46.000 | 920.00
|
18" CORRUGATED METAL PIPE | LF | 46.000 | 920.00
|
| | 52.000 | 1,040.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4360.18 | 200.00 | 2.000 | 400.00
|
18" METAL FLARED-END SECTION | EACH | 2.000 | 400.00
|
| | 2.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0016 6000.10 | 8,000.00 | 1.000 | 8,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0017 6000.11 | 8,000.00 | 1.000 | 8,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0018 6001.50 | 30,000.00 | 1.000 | 30,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0019 6001.51 | 30,000.00 | 1.000 | 30,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0020 6005.60 | 1,200.00 | 24.000 | 28,800.00
|
ELASTOMERIC BEARING | EACH | 24.000 | 28,800.00
|
| | 24.000 | 28,800.00
|
| | 0.000 | 0.00
|
| | |
|
0021 6010.22 | 310.00 | 203.000 | 62,930.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 203.000 | 62,930.00
|
| | 207.000 | 64,170.00
|
| | 0.000 | 0.00
|
| | |
|
0022 6010.26 | 270.00 | 292.000 | 78,840.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 292.000 | 78,840.00
|
| | 292.000 | 78,840.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6020.00 | 0.60 | 60,614.000 | 36,368.40
|
REINFORCING STEEL FOR BRIDGE | LB | 60,614.000 | 36,368.40
|
| | 60,727.000 | 36,436.20
|
| | 0.000 | 0.00
|
| | |
|
0024 6040.00 | 10,000.00 | 1.000 | 10,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 10,000.00
|
AT STA. 4+85 100' RT. | | 1.000 | 10,000.00
|
| | 0.750 | 7,500.00
|
| | |
|
0025 6071.12 | 160,000.00 | 1.000 | 160,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 160,000.00
|
AT STA. 4+30 | | 1.000 | 160,000.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6080.00 | 6.00 | 620.000 | 3,720.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 620.000 | 3,720.00
|
| | 1,097.000 | 6,582.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6105.02 | 32.00 | 650.000 | 20,800.00
|
ROCK RIPRAP, TYPE B | TON | 650.000 | 20,800.00
|
| | 662.940 | 21,214.08
|
| | 0.000 | 0.00
|
| | |
|
0028 6210.12 | 20.00 | 2,860.000 | 57,200.00
|
HP 10"X42# STEEL PILING | LF | 2,860.000 | 57,200.00
|
| | 2,860.000 | 57,200.00
|
| | 0.000 | 0.00
|
| | |
|
0029 6951.12 | 2.50 | 2,340.000 | 5,850.00
|
SHEAR CONNECTORS | EACH | 2,340.000 | 5,850.00
|
| | 2,340.000 | 5,850.00
|
| | 0.000 | 0.00
|
| | |
|
0030 7020.00 | 1,250.00 | 4.000 | 5,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,000.00
|
| | 4.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0031 7021.45 | 1,050.00 | 4.000 | 4,200.00
|
BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 4,200.00
|
| | 4.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
4000 6990.01 | 683.20 | 0.000 | 0.00
|
MODIFY | LS | 1.000 | 683.20
|
Extend threaded bolt to bent cap #2 & abutment #2 | | 1.000 | 683.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 4+30 | | Contracted | 651,201.80
|
| | Current | 651,885.00
|
| | In place | 652,183.18
|
| | This Estimate | 7,680.60
|
| | |
|
Totals for contract | | Contracted | 651,201.80
|
---|
| | Current | 651,885.00
|
---|
| | In place | 652,183.18
|
---|
| | This Estimate | 7,680.60
|
---|