| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 16,106.90 | 0-360-C
|
| | steel sheet piling | |
|
| | Total for estimate 0005: | 16,106.90 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 8,174.65 | ci103024
|
| | re-steel | |
|
0042 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -8,231.65 | 0-360-C
|
| | steel sheet piling | |
|
| | Total for estimate 0006: | -57.00 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0041 | 6200.00 | CONCRETE PILING | |
|
| | S.P. Initial Payment | 24,221.32 | ci105833
|
| | concrete piling | |
|
| | S.P. Adjustment | -5,326.00 | ci105833
|
| | concrete piling | |
|
| | Total for estimate 0007: | 18,895.32 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -627.25 | ci103024
|
| | re-steel | |
|
0041 | 6200.00 | CONCRETE PILING | |
|
| | S.P. Adjustment | -16,696.53 | ci105833
|
| | concrete piling | |
|
0042 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -7,875.25 | 0-360-C
|
| | steel sheet piling | |
|
| | Total for estimate 0008: | -25,199.03 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0036 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 209,225.00 | SI-15138
|
| | steel girders | |
|
0041 | 6200.00 | CONCRETE PILING | |
|
| | S.P. Adjustment | -2,198.79 | ci105833
|
| | concrete piling | |
|
0061 | 6200.00 | CONCRETE PILING | |
|
| | S.P. Initial Payment | 4,656.00 | CI106913
|
| | concrete piling | |
|
| | Total for estimate 0009: | 211,682.21 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0036 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -81,597.75 | SI-15138
|
| | steel girders | |
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,420.83 | ci103024
|
| | re-steel | |
|
| | Total for estimate 0010: | -84,018.58 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0036 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -127,627.25 | SI-15138
|
| | steel girders | |
|
| | Total for estimate 0011: | -127,627.25 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -953.90 | ci103024
|
| | re-steel | |
|
| | S.P. Initial Payment | 18,958.84 | ci108580
|
| | re-steel | |
|
| | Total for estimate 0012: | 18,004.94 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -4,172.66 | ci103024
|
| | re-steel | |
|
| | S.P. Adjustment | -12,959.53 | ci108580
|
| | re-steel | |
|
| | Total for estimate 0015: | -17,132.19 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,377.42 | ci108580
|
| | re-steel | |
|
| | Total for estimate 0016: | -1,377.42 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,377.42 | ci108580
|
| | re-steel | |
|
| | Total for estimate 0017: | -1,377.42 |
|
Est Nbr: | 0018 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -666.66 | ci108580
|
| | re-steel | |
|
0057 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 53,237.00 | 81-16337
|
| | steel girders | |
|
0062 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 16,879.50 | 0-191-C
|
| | steel sheet pile | |
|
| | Total for estimate 0018: | 69,449.84 |
|
Est Nbr: | 0019 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,454.90 | ci108580
|
| | re-steel | |
|
0049 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Initial Payment | 4,414.81 | CI116558
|
| | resteel for approaches | |
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 7,987.27 | CI116558
|
| | resteel for bridge | |
|
0061 | 6200.00 | CONCRETE PILING | |
|
| | S.P. Adjustment | -4,656.00 | CI106913
|
| | concrete piling | |
|
| | Total for estimate 0019: | 6,291.18 |
|
Est Nbr: | 0021 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -967.93 | CI116558
|
| | resteel for bridge | |
|
0062 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -16,879.50 | 0-191-C
|
| | steel sheet pile | |
|
| | Total for estimate 0021: | -17,847.43 |
|
Est Nbr: | 0022 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -578.49 | CI116558
|
| | resteel for bridge | |
|
| | Total for estimate 0022: | -578.49 |
|
Est Nbr: | 0023 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0057 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -53,237.00 | 81-16337
|
| | steel girders | |
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -457.58 | CI116558
|
| | resteel for bridge | |
|
| | Total for estimate 0023: | -53,694.58 |
|
Est Nbr: | 0025 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0039 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Closure | -1,122.91 | ci108580
|
| | re-steel | |
|
0049 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -4,414.81 | CI116558
|
| | resteel for approaches | |
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -5,241.79 | CI116558
|
| | resteel for bridge | |
|
| | Total for estimate 0025: | -10,779.51 |
|
Est Nbr: | 0026 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0059 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -741.48 | CI116558
|
| | resteel for bridge | |
|
| | Total for estimate 0026: | -741.48 |
|
| | Total remaining for contract: | 0.01 |
|
---|
| | | 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 L006.00 | 211.05 | 2.000 | 422.10
|
COVER CROP SEEDING | ha | 2.000 | 422.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 10,666.70 | 1.000 | 10,666.70
|
MOBILIZATION | LS | 1.000 | 10,666.70
|
| | 1.000 | 10,666.70
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 15,005.23 | 1.000 | 15,005.23
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 15,005.23
|
| | 1.000 | 15,005.23
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 1.49 | 692.000 | 1,031.08
|
WATER | kL | 692.000 | 1,031.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 3.58 | 13,836.000 | 49,532.88
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 13,836.000 | 49,532.88
|
| | 13,836.000 | 49,532.88
|
| | 1,486.000 | 5,319.88
|
| | |
|
0006 1300.18 | 33.33 | 25.600 | 853.25
|
450 mm DRIVEWAY CULVERT PIPE | m | 25.600 | 853.25
|
| | 25.600 | 853.25
|
| | 0.000 | 0.00
|
| | |
|
0007 4050.01 | 38.46 | 3.000 | 115.38
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 3.000 | 115.38
|
| | 3.000 | 115.38
|
| | 0.000 | 0.00
|
| | |
|
0008 4360.48 | 624.25 | 2.000 | 1,248.50
|
1200 mm METAL FLARED-END SECTION | EACH | 2.000 | 1,248.50
|
| | 2.000 | 1,248.50
|
| | 0.000 | 0.00
|
| | |
|
0009 4380.60 | 167.19 | 3.500 | 585.17
|
1500 mm ROUND EQUIVALENT CORRUGATED METAL PIPE | m | 3.500 | 585.17
|
| | 3.000 | 501.57
|
| | 0.000 | 0.00
|
| | |
|
0010 4390.60 | 871.85 | 2.000 | 1,743.70
|
1500 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION | EACH | 2.000 | 1,743.70
|
| | 2.000 | 1,743.70
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 81,203.98
|
| | Current | 81,203.98
|
| | In place | 79,667.21
|
| | This Estimate | 5,319.88
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 L001.01 | 2,000.00 | 1.436 | 2,872.00
|
SEEDING, TYPE A | ha | 1.436 | 2,872.00
|
| | 1.984 | 3,968.00
|
| | 1.984 | 3,968.00
|
| | |
|
0012 L001.02 | 2,000.00 | 0.564 | 1,128.00
|
SEEDING, TYPE B | ha | 0.564 | 1,128.00
|
| | 0.564 | 1,128.00
|
| | 0.564 | 1,128.00
|
| | |
|
0013 L032.75 | 200.00 | 10.000 | 2,000.00
|
MULCH | Mg | 10.000 | 2,000.00
|
| | 11.450 | 2,290.00
|
| | 11.450 | 2,290.00
|
| | |
|
0014 0002.75 | 1.00 | 900.000 | 900.00
|
PERMANENT PAVEMENT MARKING | m | 900.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 0030.90 | 32,000.00 | 1.000 | 32,000.00
|
MOBILIZATION | LS | 1.000 | 32,000.00
|
| | 1.000 | 32,000.00
|
| | 0.000 | 0.00
|
| | |
|
0016 2021.00 | 125.00 | 1.000 | 125.00
|
MAILBOX POST | EACH | 1.000 | 125.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 3020.26 | 32.00 | 150.400 | 4,812.80
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 150.400 | 4,812.80
|
| | 167.901 | 5,372.83
|
| | 0.000 | 0.00
|
| | |
|
0018 3070.10 | 75.00 | 0.752 | 56.40
|
CONCRETE FOR HEADERS, CLASS 47B-20 | m3 | 0.752 | 56.40
|
| | 0.752 | 56.40
|
| | 0.000 | 0.00
|
| | |
|
0019 3075.21 | 25.50 | 4,691.000 | 119,620.50
|
180 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 4,691.000 | 119,620.50
|
| | 4,647.740 | 118,517.38
|
| | 0.000 | 0.00
|
| | |
|
0020 9111.00 | 15.00 | 111.000 | 1,665.00
|
WATER | kL | 111.000 | 1,665.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 9170.00 | 400.00 | 14.934 | 5,973.60
|
EARTH SHOULDER CONSTRUCTION | StaM | 14.934 | 5,973.60
|
| | 14.934 | 5,973.60
|
| | 14.934 | 5,973.60
|
| | |
|
0022 9173.20 | 2.95 | 4,842.000 | 14,283.90
|
SUBGRADE PREPARATION | m2 | 4,842.000 | 14,283.90
|
| | 4,849.771 | 14,306.83
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 185,437.20
|
| | Current | 185,437.20
|
| | In place | 183,613.04
|
| | This Estimate | 13,359.60
|
| | |
|
GROUP 6 BRIDGE AT STA. 16+90 | | |
|
0023 0030.60 | 80,000.00 | 1.000 | 80,000.00
|
MOBILIZATION | LS | 1.000 | 80,000.00
|
| | 0.996 | 79,680.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1043.50 | 3.00 | 194.000 | 582.00
|
RIPRAP FILTER FABRIC | m2 | 194.000 | 582.00
|
| | 194.000 | 582.00
|
| | 0.000 | 0.00
|
| | |
|
0025 3050.15 | 220.00 | 94.600 | 20,812.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 94.600 | 20,812.00
|
| | 94.600 | 20,812.00
|
| | 9.100 | 2,002.00
|
| | |
|
0026 3051.10 | 1.20 | 6,284.000 | 7,540.80
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 6,284.000 | 7,540.80
|
| | 6,284.000 | 7,540.80
|
| | 0.000 | 0.00
|
| | |
|
0027 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
|
| | |
|
0028 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
|
| | |
|
0029 6000.60 | 13,000.00 | 1.000 | 13,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 13,000.00
|
| | 1.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6000.61 | 13,000.00 | 1.000 | 13,000.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 13,000.00
|
| | 1.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6005.78 | 600.00 | 12.000 | 7,200.00
|
EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 7,200.00
|
| | 12.000 | 7,200.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6005.83 | 600.00 | 4.000 | 2,400.00
|
FIXED BEARING | EACH | 4.000 | 2,400.00
|
| | 4.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6010.22 | 500.00 | 158.700 | 79,350.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 158.700 | 79,350.00
|
| | 158.700 | 79,350.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6010.26 | 400.00 | 232.700 | 93,080.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 232.700 | 93,080.00
|
| | 232.700 | 93,080.00
|
| | -3.600 | -1,440.00
|
| | |
|
0035 6040.00 | 40,000.00 | 1.000 | 40,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 40,000.00
|
AT STA. 16+80.974, 15.276 M RT. | | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | |
|
0036 6071.11 | 242,000.00 | 1.000 | 242,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 242,000.00
|
AT STA. 16+90 | | 1.000 | 242,000.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6080.00 | 4.50 | 476.000 | 2,142.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 476.000 | 2,142.00
|
| | 476.000 | 2,142.00
|
| | 0.000 | 0.00
|
| | |
|
0038 6105.02 | 25.00 | 193.000 | 4,825.00
|
ROCK RIPRAP, TYPE B | Mg | 193.000 | 4,825.00
|
| | 193.800 | 4,845.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6131.50 | 1.20 | 41,204.000 | 49,444.80
|
EPOXY COATED REINFORCING STEEL | kg | 41,204.000 | 49,444.80
|
| | 42,202.000 | 50,642.40
|
| | 0.000 | 0.00
|
| | |
|
0040 6139.50 | 35.00 | 37.000 | 1,295.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 37.000 | 1,295.00
|
| | 37.000 | 1,295.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6200.00 | 75.00 | 1,151.900 | 86,392.50
|
CONCRETE PILING | m | 1,151.900 | 86,392.50
|
| | 915.590 | 68,669.25
|
| | 0.000 | 0.00
|
| | |
|
0042 6310.00 | 122.00 | 235.000 | 28,670.00
|
STEEL SHEET PILING | m2 | 235.000 | 28,670.00
|
| | 240.200 | 29,304.40
|
| | 0.000 | 0.00
|
| | |
|
0043 6610.45 | 375.00 | 19.100 | 7,162.50
|
STRIP SEALS | m | 19.100 | 7,162.50
|
| | 19.100 | 7,162.50
|
| | 0.000 | 0.00
|
| | |
|
0044 6951.12 | 2.50 | 2,088.000 | 5,220.00
|
SHEAR CONNECTORS | EACH | 2,088.000 | 5,220.00
|
| | 2,088.000 | 5,220.00
|
| | 0.000 | 0.00
|
| | |
|
0045 8091.00 | 25.00 | 172.000 | 4,300.00
|
GRANULAR BACKFILL | m3 | 172.000 | 4,300.00
|
| | 114.000 | 2,850.00
|
| | 0.000 | 0.00
|
| | |
|
601 6210.59 | 45.00 | 0.000 | 0.00
|
PAY CUT-OFF | m | 200.000 | 9,000.00
|
| | 133.300 | 5,998.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 16+90 | | Contracted | 796,416.60
|
| | Current | 805,416.60
|
| | In place | 784,773.85
|
| | This Estimate | 562.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 21+18.00 | | |
|
0046 0030.60 | 31,000.00 | 1.000 | 31,000.00
|
MOBILIZATION | LS | 1.000 | 31,000.00
|
| | 1.000 | 31,000.00
|
| | 0.000 | 0.00
|
| | |
|
0047 1043.50 | 3.00 | 251.000 | 753.00
|
RIPRAP FILTER FABRIC | m2 | 251.000 | 753.00
|
| | 248.000 | 744.00
|
| | 0.000 | 0.00
|
| | |
|
0048 3050.15 | 220.00 | 100.700 | 22,154.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 100.700 | 22,154.00
|
| | 100.700 | 22,154.00
|
| | 0.000 | 0.00
|
| | |
|
0049 3051.10 | 1.20 | 6,609.000 | 7,930.80
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 6,609.000 | 7,930.80
|
| | 6,609.000 | 7,930.80
|
| | 0.000 | 0.00
|
| | |
|
0050 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
|
| | |
|
0051 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
|
| | |
|
0052 6005.78 | 600.00 | 4.000 | 2,400.00
|
EXPANSION BEARING, TFE TYPE | EACH | 4.000 | 2,400.00
|
| | 4.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0053 6005.83 | 600.00 | 4.000 | 2,400.00
|
FIXED BEARING | EACH | 4.000 | 2,400.00
|
| | 4.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0054 6010.22 | 500.00 | 52.900 | 26,450.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 52.900 | 26,450.00
|
| | 52.900 | 26,450.00
|
| | -0.950 | -475.00
|
| | |
|
0055 6010.26 | 500.00 | 86.500 | 43,250.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 86.500 | 43,250.00
|
| | 86.500 | 43,250.00
|
| | 0.000 | 0.00
|
| | |
|
0056 6040.00 | 17,000.00 | 1.000 | 17,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 17,000.00
|
AT STA. 21+23.847 | | 1.000 | 17,000.00
|
| | 0.000 | 0.00
|
| | |
|
0057 6071.11 | 68,000.00 | 1.000 | 68,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 68,000.00
|
AT STA. 21+18.00 | | 1.000 | 68,000.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6105.02 | 25.00 | 261.000 | 6,525.00
|
ROCK RIPRAP, TYPE B | Mg | 261.000 | 6,525.00
|
| | 261.000 | 6,525.00
|
| | 141.000 | 3,525.00
|
| | |
|
0059 6131.50 | 1.20 | 11,957.000 | 14,348.40
|
EPOXY COATED REINFORCING STEEL | kg | 11,957.000 | 14,348.40
|
| | 11,957.000 | 14,348.40
|
| | 0.000 | 0.00
|
| | |
|
0060 6139.50 | 35.00 | 41.000 | 1,435.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 41.000 | 1,435.00
|
| | 40.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6200.00 | 75.00 | 301.840 | 22,638.00
|
CONCRETE PILING | m | 301.840 | 22,638.00
|
| | 301.840 | 22,638.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6310.00 | 120.00 | 275.000 | 33,000.00
|
STEEL SHEET PILING | m2 | 275.000 | 33,000.00
|
| | 275.000 | 33,000.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6951.12 | 2.50 | 708.000 | 1,770.00
|
SHEAR CONNECTORS | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 8091.00 | 25.00 | 165.000 | 4,125.00
|
GRANULAR BACKFILL | m3 | 165.000 | 4,125.00
|
| | 165.000 | 4,125.00
|
| | 165.000 | 4,125.00
|
| | |
|
401 6951.12 | 2.384 | 0.000 | 0.00
|
SHEAR CONNECTORS | EACH | 708.000 | 1,687.87
|
revised | | 708.000 | 1,687.87
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 21+18.00 | | Contracted | 313,179.20
|
| | Current | 313,097.07
|
| | In place | 313,053.07
|
| | This Estimate | 7,175.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0065 0030.70 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | |
|
0066 7011.20 | 56.42 | 19.050 | 1,074.80
|
W-BEAM GUARDRAIL | m | 19.050 | 1,074.80
|
| | 19.050 | 1,074.80
|
| | 19.050 | 1,074.80
|
| | |
|
0067 7020.00 | 1,100.00 | 8.000 | 8,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 8,800.00
|
| | 8.000 | 8,800.00
|
| | 8.000 | 8,800.00
|
| | |
|
0068 7021.45 | 924.00 | 7.000 | 6,468.00
|
BREAKAWAY CABLE TERMINAL | EACH | 7.000 | 6,468.00
|
| | 7.000 | 6,468.00
|
| | 7.000 | 6,468.00
|
| | |
|
0069 7023.50 | 1,128.00 | 1.000 | 1,128.00
|
SPECIAL ANCHORAGE SECTION | EACH | 1.000 | 1,128.00
|
| | 1.000 | 1,128.00
|
| | 1.000 | 1,128.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 18,470.80
|
| | Current | 18,470.80
|
| | In place | 18,470.80
|
| | This Estimate | 18,470.80
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0070 0001.10 | 1.50 | 4,856.000 | 7,284.00
|
BARRICADE, TYPE III | BDAY | 4,856.000 | 7,284.00
|
| | 3,823.000 | 5,734.50
|
| | 44.000 | 66.00
|
| | |
|
0071 0001.30 | 2.00 | 970.000 | 1,940.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 970.000 | 1,940.00
|
| | 486.000 | 972.00
|
| | 0.000 | 0.00
|
| | |
|
0072 0001.90 | 0.50 | 5,844.000 | 2,922.00
|
SIGN DAY | EACH | 5,844.000 | 2,922.00
|
| | 2,484.000 | 1,242.00
|
| | 30.000 | 15.00
|
| | |
|
0073 0003.10 | 150.00 | 50.000 | 7,500.00
|
FLAGGING | DAY | 50.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 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
|
| | |
|
0075 0030.10 | 0.00 | 1.000 | 0.00
|
MOBILIZATION | LS | 1.000 | 0.00
|
| | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 21,146.00
|
| | Current | 21,146.00
|
| | In place | 7,948.50
|
| | This Estimate | 81.00
|
| | |
|
Totals for contract | | Contracted | 1,415,853.78
|
---|
| | Current | 1,424,771.66
|
---|
| | In place | 1,387,526.47
|
---|
| | This Estimate | 44,968.28
|
---|