| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0067 | 6071.12 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 51,654.73 | 010912
|
| | STEEL SUPERSTRUCTURE | |
|
0115 | 6071.12 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 50,631.86 | 010912
|
| | STEEL SUPERSTRUCTURE | |
|
| | Total for estimate 0002: | 102,286.59 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0073 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Initial Payment | 7,603.50 | 0-141-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
| | S.P. Adjustment | -929.68 | 0-141-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0074 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Initial Payment | 9,030.00 | 0-141-C
|
| | HP 12 X 53# STEEL PILING DELIVERED ONLY | |
|
| | S.P. Adjustment | -4,151.74 | 0-141-C
|
| | HP 12 X 53# STEEL PILING DELIVERED ONLY | |
|
0121 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Initial Payment | 6,165.00 | 0-134-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0122 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Initial Payment | 10,216.80 | 0-134-C
|
| | HP 12" X 53# STEEL PILING DELIVERED ONLY | |
|
0123 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 20,048.80 | 0-134-C
|
| | STEEL SHEET PILING DELIVERED ONLY | |
|
| | Total for estimate 0005: | 47,982.68 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0058 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Initial Payment | 5,793.75 | CI115316
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 9,583.63 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0073 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Adjustment | -5,749.89 | 0-141-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0074 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Adjustment | -4,034.09 | 0-141-C
|
| | HP 12 X 53# STEEL PILING DELIVERED ONLY | |
|
0106 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Initial Payment | 5,769.60 | CI114873
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
| | S.P. Adjustment | -308.70 | CI114873
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 9,677.88 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | S.P. Adjustment | -772.50 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0121 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Adjustment | -3,043.87 | 0-134-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0122 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Adjustment | -5,102.21 | 0-134-C
|
| | HP 12" X 53# STEEL PILING DELIVERED ONLY | |
|
0123 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -9,791.87 | 0-134-C
|
| | STEEL SHEET PILING DELIVERED ONLY | |
|
| | Total for estimate 0006: | 2,021.73 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0058 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -618.00 | CI115316
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -927.00 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0106 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -308.70 | CI114873
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -154.50 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0121 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Adjustment | -3,050.44 | 0-134-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0122 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Adjustment | -5,104.27 | 0-134-C
|
| | HP 12" X 53# STEEL PILING DELIVERED ONLY | |
|
0123 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -10,025.07 | 0-134-C
|
| | STEEL SHEET PILING DELIVERED ONLY | |
|
| | Total for estimate 0007: | -20,187.98 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,869.14 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0008: | -1,869.14 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0067 | 6071.12 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -51,654.73 | 010912
|
| | STEEL SUPERSTRUCTURE | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,692.08 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0009: | -53,346.81 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -154.50 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0115 | 6071.12 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -50,631.86 | 010912
|
| | STEEL SUPERSTRUCTURE | |
|
| | Total for estimate 0010: | -50,786.36 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -154.50 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0011: | -154.50 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0058 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -4,313.64 | CI115316
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -5,634.92 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0013: | -9,948.56 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0058 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -431.06 | CI115316
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -421.78 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -154.50 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0014: | -1,007.34 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0058 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -431.06 | CI115316
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0071 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -421.78 | CI115318
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -154.50 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0015: | -1,007.34 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0106 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -4,290.93 | CI114873
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -5,801.48 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0016: | -10,092.41 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0106 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -861.27 | CI114873
|
| | EPOXY COATED STEEL FOR APPR. DEL. ONLY | |
|
0119 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -948.32 | CI114874
|
| | EPOXY COATED RESTEEL DELIVERED ONLY | |
|
| | Total for estimate 0017: | -1,809.59 |
|
Est Nbr: | 0019 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0073 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Closure | -923.93 | 0-141-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0074 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Closure | -844.17 | 0-141-C
|
| | HP 12 X 53# STEEL PILING DELIVERED ONLY | |
|
0121 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Closure | -70.69 | 0-134-C
|
| | HP 10" X 42# STEEL PILING DELIVERED ONLY | |
|
0122 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Closure | -10.32 | 0-134-C
|
| | HP 12" X 53# STEEL PILING DELIVERED ONLY | |
|
0123 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Closure | -231.86 | 0-134-C
|
| | STEEL SHEET PILING DELIVERED ONLY | |
|
| | Total for estimate 0019: | -2,080.97 |
|
| | Total remaining for contract: | -0.00 |
|
---|
| | | 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 L006.50 | 3,000.00 | 2.500 | 7,500.00
|
TEMPORARY SEEDING | ACRE | 2.500 | 7,500.00
|
| | 2.850 | 8,550.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.60 | 4,650.000 | 7,440.00
|
EROSION CONTROL | SY | 4,650.000 | 7,440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 6.00 | 195.000 | 1,170.00
|
EROSION CONTROL, TYPE A | SY | 195.000 | 1,170.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 12.00 | 78.000 | 936.00
|
EROSION CONTROL, TYPE AAA | SY | 78.000 | 936.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L021.01 | 28.00 | 24.000 | 672.00
|
EROSION CHECKS, TYPE A | BALE | 24.000 | 672.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L022.11 | 2.75 | 1,011.000 | 2,780.25
|
FABRIC SILT FENCE-LOW POROSITY | LF | 1,011.000 | 2,780.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L022.75 | 5.00 | 413.000 | 2,065.00
|
TEMPORARY SILT CHECK | LF | 413.000 | 2,065.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0030.10 | 6,300.00 | 1.000 | 6,300.00
|
MOBILIZATION | LS | 1.000 | 6,300.00
|
| | 1.000 | 6,300.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1000.00 | 350.00 | 4.000 | 1,400.00
|
LARGE TREE REMOVAL | EACH | 5.000 | 1,750.00
|
| | 5.000 | 1,750.00
|
| | 1.000 | 350.00
|
| | |
|
0010 1009.00 | 10,800.00 | 1.000 | 10,800.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,800.00
|
| | 1.000 | 10,800.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1010.01 | 2.22 | 6,839.000 | 15,182.58
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 6,839.000 | 15,182.58
|
| | 6,155.000 | 13,664.10
|
| | 6,155.000 | 13,664.10
|
| | |
|
0012 1011.00 | 16.00 | 41.400 | 662.40
|
WATER | MGAL | 41.400 | 662.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1012.00 | 60.00 | 12.000 | 720.00
|
RIGHT-OF-WAY MARKERS | EACH | 12.000 | 720.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1030.00 | 6.46 | 8,287.000 | 53,534.02
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 8,567.000 | 55,342.82
|
| | 8,567.000 | 55,342.82
|
| | 280.000 | 1,808.80
|
| | |
|
0015 1043.50 | 2.00 | 100.000 | 200.00
|
RIPRAP FILTER FABRIC | SY | 100.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1101.00 | 2.09 | 613.000 | 1,281.17
|
REMOVE PAVEMENT | SY | 613.000 | 1,281.17
|
| | 613.000 | 1,281.17
|
| | 0.000 | 0.00
|
| | |
|
0017 1102.00 | 2.11 | 5,942.000 | 12,537.62
|
REMOVE ASPHALT SURFACE | SY | 5,942.000 | 12,537.62
|
| | 6,174.259 | 13,027.69
|
| | 0.000 | 0.00
|
| | |
|
0018 1300.24 | 18.00 | 44.000 | 792.00
|
24" DRIVEWAY CULVERT PIPE | LF | 44.000 | 792.00
|
| | 44.000 | 792.00
|
| | 44.000 | 792.00
|
| | |
|
0019 1300.36 | 25.00 | 92.000 | 2,300.00
|
36" DRIVEWAY CULVERT PIPE | LF | 138.000 | 3,450.00
|
| | 135.840 | 3,396.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4050.01 | 8.50 | 510.000 | 4,335.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 510.000 | 4,335.00
|
| | 386.000 | 3,281.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4100.06 | 500.00 | 1.300 | 650.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 1.300 | 650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 4150.00 | 1.00 | 212.000 | 212.00
|
REINFORCING STEEL FOR HEADWALL | LB | 212.000 | 212.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4350.54 | 75.00 | 66.000 | 4,950.00
|
54" CORRUGATED METAL PIPE | LF | 66.000 | 4,950.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4350.72 | 88.00 | 800.000 | 70,400.00
|
72" CORRUGATED METAL PIPE | LF | 800.000 | 70,400.00
|
| | 800.000 | 70,400.00
|
| | 0.000 | 0.00
|
| | |
|
0025 6105.02 | 24.00 | 82.000 | 1,968.00
|
ROCK RIPRAP, TYPE B | TON | 82.000 | 1,968.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 7017.00 | 2.50 | 725.000 | 1,812.50
|
REMOVE GUARDRAIL | LF | 725.000 | 1,812.50
|
| | 725.000 | 1,812.50
|
| | 0.000 | 0.00
|
| | |
|
0027 9110.01 | 120.00 | 10.000 | 1,200.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 9110.03 | 52.00 | 10.000 | 520.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 520.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9110.07 | 55.00 | 10.000 | 550.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 214,870.54
|
| | Current | 218,179.34
|
| | In place | 190,397.28
|
| | This Estimate | 16,614.90
|
| | |
|
GROUP 6A BRIDGE AT STA. 39+81.63 | | |
|
0054 0030.60 | 39,000.00 | 1.000 | 39,000.00
|
MOBILIZATION | LS | 1.000 | 39,000.00
|
| | 1.000 | 39,000.00
|
| | 0.000 | 0.00
|
| | |
|
0055 1010.01 | 2.50 | 770.000 | 1,925.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 770.000 | 1,925.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 1043.50 | 2.00 | 512.000 | 1,024.00
|
RIPRAP FILTER FABRIC | SY | 512.000 | 1,024.00
|
| | 601.100 | 1,202.20
|
| | 0.000 | 0.00
|
| | |
|
0057 3050.15 | 180.00 | 176.700 | 31,806.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 176.700 | 31,806.00
|
| | 176.700 | 31,806.00
|
| | 0.000 | 0.00
|
| | |
|
0058 3051.10 | 0.55 | 18,750.000 | 10,312.50
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 18,750.000 | 10,312.50
|
| | 18,750.000 | 10,312.50
|
| | 0.000 | 0.00
|
| | |
|
0059 6000.10 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6000.11 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6005.35 | 40.00 | 90.100 | 3,604.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 90.100 | 3,604.00
|
| | 90.100 | 3,604.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6005.78 | 600.00 | 5.000 | 3,000.00
|
EXPANSION BEARING, TFE TYPE | EACH | 5.000 | 3,000.00
|
| | 5.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6005.83 | 700.00 | 5.000 | 3,500.00
|
FIXED BEARING | EACH | 5.000 | 3,500.00
|
| | 5.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6010.22 | 400.00 | 87.500 | 35,000.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 87.500 | 35,000.00
|
| | 87.500 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6010.26 | 400.00 | 150.900 | 60,360.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 150.900 | 60,360.00
|
| | 150.900 | 60,360.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6040.00 | 15,000.00 | 1.000 | 15,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,000.00
|
AT STA. 39+81.63 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0067 6071.12 | 89,000.00 | 1.000 | 89,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 89,000.00
|
AT STA. 39+81.63 | | 1.000 | 89,000.00
|
| | 0.000 | 0.00
|
| | |
|
0068 6104.00 | 17.00 | 230.000 | 3,910.00
|
BROKEN CONCRETE RIPRAP | TON | 230.000 | 3,910.00
|
| | 230.000 | 3,910.00
|
| | 0.000 | 0.00
|
| | |
|
0069 6105.01 | 25.00 | 20.000 | 500.00
|
ROCK RIPRAP, TYPE A | TON | 20.000 | 500.00
|
| | 23.720 | 593.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6105.02 | 25.00 | 180.000 | 4,500.00
|
ROCK RIPRAP, TYPE B | TON | 180.000 | 4,500.00
|
| | 173.370 | 4,334.25
|
| | 0.000 | 0.00
|
| | |
|
0071 6131.50 | 0.55 | 31,015.000 | 17,058.25
|
EPOXY COATED REINFORCING STEEL | LB | 31,015.000 | 17,058.25
|
| | 31,015.000 | 17,058.25
|
| | 0.000 | 0.00
|
| | |
|
0072 6139.50 | 40.00 | 75.000 | 3,000.00
|
SUBSURFACE DRAINAGE MATTING | SY | 75.000 | 3,000.00
|
| | 75.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6210.12 | 17.00 | 925.000 | 15,725.00
|
HP 10"X42# STEEL PILING | LF | 925.000 | 15,725.00
|
| | 812.600 | 13,814.20
|
| | 0.000 | 0.00
|
| | |
|
0074 6210.14 | 19.00 | 875.000 | 16,625.00
|
HP 12"X53# STEEL PILING | LF | 875.000 | 16,625.00
|
| | 793.200 | 15,070.80
|
| | 0.000 | 0.00
|
| | |
|
0075 6310.00 | 11.50 | 3,047.600 | 35,047.40
|
STEEL SHEET PILING | SF | 3,047.600 | 35,047.40
|
| | 3,058.600 | 35,173.90
|
| | 0.000 | 0.00
|
| | |
|
0076 6951.12 | 4.00 | 1,140.000 | 4,560.00
|
SHEAR CONNECTORS | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 8091.00 | 20.00 | 160.000 | 3,200.00
|
GRANULAR BACKFILL | CY | 160.000 | 3,200.00
|
| | 160.000 | 3,200.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6951.12 | 3.038 | 0.000 | 0.00
|
SHEAR CONNECTORS | EACH | 1,140.000 | 3,463.32
|
Shear Connectors (Revised) | | 1,140.000 | 3,463.32
|
| | 0.000 | 0.00
|
| | |
|
6001 6210.34 | 11.40 | 0.000 | 0.00
|
PAY CUT-OFF FOR 12"X53# STEEL PILING | LF | 81.800 | 932.52
|
| | 81.800 | 932.52
|
| | 0.000 | 0.00
|
| | |
|
6002 6210.32 | 10.20 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 112.400 | 1,146.48
|
| | 112.400 | 1,146.48
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 39+81.63 | | Contracted | 405,657.15
|
| | Current | 406,639.47
|
| | In place | 401,481.42
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 72+52.30 | | |
|
0102 0030.60 | 39,000.00 | 1.000 | 39,000.00
|
MOBILIZATION | LS | 1.000 | 39,000.00
|
| | 1.000 | 39,000.00
|
| | 0.000 | 0.00
|
| | |
|
0103 1010.01 | 2.50 | 1,470.000 | 3,675.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,470.000 | 3,675.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0104 1043.50 | 2.00 | 570.000 | 1,140.00
|
RIPRAP FILTER FABRIC | SY | 570.000 | 1,140.00
|
| | 643.700 | 1,287.40
|
| | 0.000 | 0.00
|
| | |
|
0105 3050.15 | 180.00 | 176.700 | 31,806.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 176.700 | 31,806.00
|
| | 176.700 | 31,806.00
|
| | 0.000 | 0.00
|
| | |
|
0106 3051.10 | 0.55 | 18,690.000 | 10,279.50
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 18,690.000 | 10,279.50
|
| | 18,690.000 | 10,279.50
|
| | 0.000 | 0.00
|
| | |
|
0107 6000.10 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0108 6000.11 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6005.35 | 40.00 | 86.000 | 3,440.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 86.000 | 3,440.00
|
| | 86.000 | 3,440.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6005.78 | 600.00 | 5.000 | 3,000.00
|
EXPANSION BEARING, TFE TYPE | EACH | 5.000 | 3,000.00
|
| | 5.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0111 6005.83 | 700.00 | 5.000 | 3,500.00
|
FIXED BEARING | EACH | 5.000 | 3,500.00
|
| | 5.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0112 6010.22 | 400.00 | 84.000 | 33,600.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 84.000 | 33,600.00
|
| | 84.000 | 33,600.00
|
| | 0.000 | 0.00
|
| | |
|
0113 6010.26 | 400.00 | 156.500 | 62,600.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 156.500 | 62,600.00
|
| | 156.500 | 62,600.00
|
| | 0.000 | 0.00
|
| | |
|
0114 6040.00 | 15,000.00 | 1.000 | 15,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,000.00
|
AT STA. 72+56.23 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0115 6071.12 | 87,000.00 | 1.000 | 87,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 87,000.00
|
AT STA. 72+52.30 | | 1.000 | 87,000.00
|
| | 0.000 | 0.00
|
| | |
|
0116 6104.00 | 17.00 | 153.000 | 2,601.00
|
BROKEN CONCRETE RIPRAP | TON | 153.000 | 2,601.00
|
| | 153.000 | 2,601.00
|
| | 0.000 | 0.00
|
| | |
|
0117 6105.01 | 25.00 | 25.000 | 625.00
|
ROCK RIPRAP, TYPE A | TON | 25.000 | 625.00
|
| | 30.680 | 767.00
|
| | 0.000 | 0.00
|
| | |
|
0118 6105.02 | 25.00 | 290.000 | 7,250.00
|
ROCK RIPRAP, TYPE B | TON | 290.000 | 7,250.00
|
| | 288.690 | 7,217.25
|
| | 0.000 | 0.00
|
| | |
|
0119 6131.50 | 0.55 | 31,320.000 | 17,226.00
|
EPOXY COATED REINFORCING STEEL | LB | 31,320.000 | 17,226.00
|
| | 31,320.000 | 17,226.00
|
| | 0.000 | 0.00
|
| | |
|
0120 6139.50 | 40.00 | 62.000 | 2,480.00
|
SUBSURFACE DRAINAGE MATTING | SY | 62.000 | 2,480.00
|
| | 62.000 | 2,480.00
|
| | 0.000 | 0.00
|
| | |
|
0121 6210.12 | 17.00 | 750.000 | 12,750.00
|
HP 10"X42# STEEL PILING | LF | 750.000 | 12,750.00
|
| | 741.400 | 12,603.80
|
| | 0.000 | 0.00
|
| | |
|
0122 6210.14 | 19.00 | 990.000 | 18,810.00
|
HP 12"X53# STEEL PILING | LF | 990.000 | 18,810.00
|
| | 989.000 | 18,791.00
|
| | 0.000 | 0.00
|
| | |
|
0123 6310.00 | 11.50 | 2,974.600 | 34,207.90
|
STEEL SHEET PILING | SF | 2,974.600 | 34,207.90
|
| | 2,940.200 | 33,812.30
|
| | 0.000 | 0.00
|
| | |
|
0124 6951.12 | 4.00 | 960.000 | 3,840.00
|
SHEAR CONNECTORS | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 8091.00 | 20.00 | 185.000 | 3,700.00
|
GRANULAR BACKFILL | CY | 185.000 | 3,700.00
|
| | 185.000 | 3,700.00
|
| | 0.000 | 0.00
|
| | |
|
4004 6951.12 | 3.038 | 0.000 | 0.00
|
SHEAR CONNECTORS | EACH | 960.000 | 2,916.48
|
Shear Connectors (Revised) | | 960.000 | 2,916.48
|
| | 0.000 | 0.00
|
| | |
|
6003 6210.34 | 11.40 | 0.000 | 0.00
|
PAY CUT-OFF FOR 12"X53# STEEL PILING | LF | 1.000 | 11.40
|
| | 1.000 | 11.40
|
| | 0.000 | 0.00
|
| | |
|
6004 6210.32 | 10.20 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 8.600 | 87.72
|
| | 8.600 | 87.72
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 72+52.30 | | Contracted | 405,530.40
|
| | Current | 404,706.00
|
| | In place | 400,726.85
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0126 0030.70 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0127 7011.20 | 15.00 | 287.500 | 4,312.50
|
W-BEAM GUARDRAIL | LF | 287.500 | 4,312.50
|
| | 287.500 | 4,312.50
|
| | 0.000 | 0.00
|
| | |
|
0128 7020.00 | 1,600.00 | 8.000 | 12,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 12,800.00
|
| | 8.000 | 12,800.00
|
| | 0.000 | 0.00
|
| | |
|
0129 7024.27 | 1,600.00 | 8.000 | 12,800.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 12,800.00
|
| | 8.000 | 12,800.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 31,912.50
|
| | Current | 31,912.50
|
| | In place | 31,912.50
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0130 L001.01 | 3,000.00 | 2.500 | 7,500.00
|
SEEDING, TYPE A | ACRE | 2.500 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 L032.75 | 80.00 | 5.600 | 448.00
|
MULCH | TON | 5.600 | 448.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 0030.90 | 2,066.00 | 1.000 | 2,066.00
|
MOBILIZATION | LS | 1.000 | 2,066.00
|
| | 1.000 | 2,066.00
|
| | 0.000 | 0.00
|
| | |
|
0133 9005.25 | 34.00 | 2,630.000 | 89,420.00
|
ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 2,630.000 | 89,420.00
|
| | 2,467.990 | 83,911.66
|
| | 0.000 | 0.00
|
| | |
|
0134 9021.01 | 135.74 | 142.020 | 19,277.79
|
PERFORMANCE GRADED BINDER (64-22) | TON | 142.020 | 19,277.79
|
| | 114.924 | 15,599.78
|
| | 0.000 | 0.00
|
| | |
|
0135 9053.00 | 1.72 | 600.000 | 1,032.00
|
TACK COAT | GAL | 600.000 | 1,032.00
|
| | 623.000 | 1,071.56
|
| | 0.000 | 0.00
|
| | |
|
0136 9111.00 | 10.00 | 29.000 | 290.00
|
WATER | MGAL | 29.000 | 290.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 9170.00 | 65.00 | 44.120 | 2,867.80
|
EARTH SHOULDER CONSTRUCTION | STA | 44.120 | 2,867.80
|
| | 44.120 | 2,867.80
|
| | 44.120 | 2,867.80
|
| | |
|
0138 9173.20 | 1.79 | 5,942.000 | 10,636.18
|
SUBGRADE PREPARATION | SY | 5,942.000 | 10,636.18
|
| | 6,174.259 | 11,051.92
|
| | 0.000 | 0.00
|
| | |
|
0139 9188.50 | 25.39 | 1,250.000 | 31,737.50
|
SURFACING UNDER GUARDRAIL | SY | 1,250.000 | 31,737.50
|
| | 1,278.239 | 32,454.49
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 165,275.27
|
| | Current | 165,275.27
|
| | In place | 149,023.21
|
| | This Estimate | 2,867.80
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0140 0001.08 | 0.50 | 4,950.000 | 2,475.00
|
BARRICADE, TYPE II | BDAY | 4,950.000 | 2,475.00
|
| | 6,066.000 | 3,033.00
|
| | 13.000 | 6.50
|
| | |
|
0141 0001.10 | 1.25 | 2,816.000 | 3,520.00
|
BARRICADE, TYPE III | BDAY | 2,816.000 | 3,520.00
|
| | 3,252.000 | 4,065.00
|
| | 48.000 | 60.00
|
| | |
|
0142 0001.30 | 0.95 | 418.000 | 397.10
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 418.000 | 397.10
|
| | 236.000 | 224.20
|
| | 0.000 | 0.00
|
| | |
|
0143 0001.90 | 0.45 | 7,964.000 | 3,583.80
|
SIGN DAY | EACH | 7,964.000 | 3,583.80
|
| | 8,885.000 | 3,998.25
|
| | 96.000 | 43.20
|
| | |
|
0144 0002.30 | 0.40 | 2,000.000 | 800.00
|
PAVEMENT MARKING REMOVAL | LF | 2,000.000 | 800.00
|
| | 2,270.000 | 908.00
|
| | 0.000 | 0.00
|
| | |
|
0145 0002.39 | 0.95 | 15,500.000 | 14,725.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 0002.47 | 0.80 | 1,000.000 | 800.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 0003.10 | 180.00 | 25.000 | 4,500.00
|
FLAGGING | DAY | 25.000 | 4,500.00
|
| | 5.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0148 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0149 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 996.500 | 797.20
|
| | 0.000 | 0.00
|
| | |
|
0150 0030.10 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0151 1017.50 | 16,000.00 | 1.000 | 16,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 16,000.00
|
| | 0.750 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
4001 0001.99 | 0.65 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 660.000 | 429.00
|
Contractor Furnished Sign | | 1,575.000 | 1,023.75
|
| | 0.000 | 0.00
|
| | |
|
4002 0002.44 | 0.37 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 15,500.000 | 5,735.00
|
Temporary Pavement Marking, Type Paint | | 4,798.000 | 1,775.26
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 52,100.90
|
| | Current | 42,739.90
|
| | In place | 31,724.66
|
| | This Estimate | 109.70
|
| | |
|
Totals for contract | | Contracted | 1,275,346.76
|
---|
| | Current | 1,269,452.48
|
---|
| | In place | 1,205,265.92
|
---|
| | This Estimate | 19,592.40
|
---|