| | Detailed breakdown of stockpiled materials | |
|
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Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 2,364.75 | 2-8-C
|
| | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 7,275.69 | 518090
|
| | EPOXY COATED RE-STEEL | |
|
0031 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Initial Payment | 18,295.20 | 2-4,8,9-C
|
| | HP 12" x 53# STEEL PILING | |
|
| | S.P. Adjustment | -6,376.23 | 2-4,8,9-C
|
| | HP 12" x 53# STEEL PILING | |
|
| | Total for estimate 0003: | 21,559.41 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,576.50 | 2-8-C
|
| | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,211.34 | 518090
|
| | EPOXY COATED RE-STEEL | |
|
0031 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Adjustment | -6,426.60 | 2-4,8,9-C
|
| | HP 12" x 53# STEEL PILING | |
|
| | Total for estimate 0004: | -10,214.44 |
|
| | Total remaining for contract: | 11,344.97 |
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| | | 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 6 BRIDGE AT STA. 49+55 | | |
|
0001 0001.10 | 1.20 | 2,496.000 | 2,995.20
|
BARRICADE, TYPE III | BDAY | 2,496.000 | 2,995.20
|
| | 1,240.000 | 1,488.00
|
| | 280.000 | 336.00
|
| | |
|
0002 0001.90 | 0.50 | 2,912.000 | 1,456.00
|
SIGN DAY | EACH | 2,912.000 | 1,456.00
|
| | 3,082.000 | 1,541.00
|
| | 682.000 | 341.00
|
| | |
|
0003 0030.60 | 55,000.00 | 1.000 | 55,000.00
|
MOBILIZATION | LS | 1.000 | 55,000.00
|
| | 1.000 | 55,000.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1000.00 | 325.00 | 6.000 | 1,950.00
|
LARGE TREE REMOVAL | EACH | 6.000 | 1,950.00
|
| | 6.000 | 1,950.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 1,600.00 | 1.000 | 1,600.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,600.00
|
| | 1.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1010.01 | 3.70 | 2,321.000 | 8,587.70
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 2,321.000 | 8,587.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1043.50 | 2.00 | 775.000 | 1,550.00
|
RIPRAP FILTER FABRIC | SY | 775.000 | 1,550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 1102.00 | 4.00 | 1,700.000 | 6,800.00
|
REMOVE ASPHALT SURFACE | SY | 1,700.000 | 6,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1300.24 | 15.50 | 32.000 | 496.00
|
24" DRIVEWAY CULVERT PIPE | LF | 32.000 | 496.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 3050.15 | 165.00 | 162.000 | 26,730.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 162.000 | 26,730.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 3051.10 | 0.49 | 15,515.000 | 7,602.35
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 15,515.000 | 7,602.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0012 3075.52 | 34.20 | 1,991.000 | 68,092.20
|
10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,991.000 | 68,092.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0013 4043.00 | 5.50 | 54.000 | 297.00
|
REMOVE CULVERT PIPE | LF | 54.000 | 297.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4050.01 | 9.00 | 144.000 | 1,296.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 144.000 | 1,296.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4100.06 | 750.00 | 0.900 | 675.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 0.900 | 675.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0016 4150.00 | 1.00 | 104.000 | 104.00
|
REINFORCING STEEL FOR HEADWALL | LB | 104.000 | 104.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0017 4300.24 | 17.60 | 72.000 | 1,267.20
|
24" CULVERT PIPE | LF | 72.000 | 1,267.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0018 4310.24 | 160.00 | 1.000 | 160.00
|
24" FLARED-END SECTION | EACH | 1.000 | 160.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4450.30 | 55.00 | 56.000 | 3,080.00
|
30" REINFORCED CONCRETE PIPE | LF | 56.000 | 3,080.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 6000.10 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0021 6000.11 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 6001.00 | 5,000.00 | 1.000 | 5,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6001.01 | 5,000.00 | 1.000 | 5,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
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| | |
|
0024 6005.35 | 33.00 | 92.400 | 3,049.20
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 92.400 | 3,049.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 6010.22 | 240.00 | 383.300 | 91,992.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 383.300 | 91,992.00
|
| | 272.100 | 65,304.00
|
| | 191.650 | 45,996.00
|
| | |
|
0026 6010.26 | 260.00 | 400.200 | 104,052.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 400.200 | 104,052.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6040.00 | 24,000.00 | 1.000 | 24,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 24,000.00
|
AT STA. 49+55 | | 1.000 | 24,000.00
|
| | 0.125 | 3,000.00
|
| | |
|
0028 6080.00 | 1.00 | 3,420.000 | 3,420.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,420.000 | 3,420.00
|
| | 2,565.000 | 2,565.00
|
| | 1,710.000 | 1,710.00
|
| | |
|
0029 6105.02 | 25.50 | 595.000 | 15,172.50
|
ROCK RIPRAP, TYPE B | TON | 595.000 | 15,172.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6131.50 | 0.49 | 106,240.000 | 52,057.60
|
EPOXY COATED REINFORCING STEEL | LB | 106,240.000 | 52,057.60
|
| | 12,087.500 | 5,922.88
|
| | 8,927.500 | 4,374.48
|
| | |
|
0031 6210.14 | 12.50 | 2,580.000 | 32,250.00
|
HP 12"X53# STEEL PILING | LF | 2,580.000 | 32,250.00
|
| | 2,002.100 | 25,026.25
|
| | 676.200 | 8,452.50
|
| | |
|
0032 7020.00 | 2,600.00 | 4.000 | 10,400.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 10,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 7021.47 | 900.00 | 4.000 | 3,600.00
|
MELT | EACH | 4.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 8029.04 | 6.20 | 1,991.000 | 12,344.20
|
AGGREGATE FOUNDATION COURSE 4" | SY | 1,991.000 | 12,344.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 9111.00 | 5.00 | 13.000 | 65.00
|
WATER | MGAL | 13.000 | 65.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 9170.00 | 217.00 | 13.200 | 2,864.40
|
EARTH SHOULDER CONSTRUCTION | STA | 13.200 | 2,864.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 9173.20 | 2.40 | 1,991.000 | 4,778.40
|
SUBGRADE PREPARATION | SY | 1,991.000 | 4,778.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 L006.00 | 200.00 | 1.000 | 200.00
|
COVER CROP SEEDING | ACRE | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6001 6210.34 | 7.50 | 0.000 | 0.00
|
PAY CUT-OFF FOR 12"X53# STEEL PILING | LF | 29.600 | 222.00
|
PAY CUT-OFF 12"X53# STEEL PILING | | 29.600 | 222.00
|
| | 29.600 | 222.00
|
| | |
|
6002 6210.61 | 62.50 | 0.000 | 0.00
|
PILE SPLICE | EACH | 6.000 | 375.00
|
PILE SPLICE | | 6.000 | 375.00
|
| | 6.000 | 375.00
|
| | |
|
6003 6211.75 | 5.00 | 0.000 | 0.00
|
OVERDRIVING OF BEARING PILE | LF | 2.000 | 10.00
|
OVERDRIVING OF BEARING PILE | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6004 2017.01 | 27.319 | 0.000 | 0.00
|
CRUSHED ROCK | CY | 12.000 | 327.83
|
CRUSHED ROCK FOR STRUCTURE FOUNDATIONUNIT PRICE BASED OFF OF 2002 AUP BOX CULV. CONC. | | 12.000 | 327.83
|
| | 12.000 | 327.83
|
| | |
|
GROUP 6 BRIDGE AT STA. 49+55 | | Contracted | 563,983.95
|
| | Current | 564,918.78
|
| | In place | 197,321.96
|
| | This Estimate | 70,134.81
|
| | |
|
Totals for contract | | Contracted | 563,983.95
|
---|
| | Current | 564,918.78
|
---|
| | In place | 197,321.96
|
---|
| | This Estimate | 70,134.81
|
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