| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0029 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
0045 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
0048 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 1,009.65 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0004: | 18,631.65 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0029 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
0045 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
| | Total for estimate 0006: | -17,622.00 |
|
Est Nbr: | 0029 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -283.41 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0029: | -283.41 |
|
Est Nbr: | 0031 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -283.41 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0031: | -283.41 |
|
Est Nbr: | 0033 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -442.83 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0033: | -442.83 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
0096 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 3,392.17 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0004: | 12,203.17 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
0071 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 35,394.54 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joints | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinizes Steel Expansion Joint | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvinizes Steel Expansion Joint | |
|
| | Total for estimate 0006: | 53,016.54 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | S.P. Closure | 0.00 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | S.P. Initial Payment | 8,811.00 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
0071 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Closure | -35,394.54 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
| | S.P. Closure | 0.00 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
| | S.P. Initial Payment | 35,394.54 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinizes Steel Expansion Joint | |
|
| | S.P. Closure | -8,811.00 | 3-9-C
|
| | Galvinizes Steel Expansion Joint | |
|
| | S.P. Initial Payment | 17,622.00 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0007: | 0.00 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0071 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -35,365.04 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
| | S.P. Initial Payment | 29,495.45 | 95752752
|
| | Precast/Prestressed Concrete Girders | |
|
0094 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 24,842.52 | 95752752
|
| | Precast/Prestressed Concrete Girders (NU) | |
|
| | Total for estimate 0008: | 18,972.93 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -484.69 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0011: | -484.69 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,327.95 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
0071 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -29.50 | 21 25805
|
| | Precast/Prestressed Concrete Girders | |
|
| | S.P. Adjustment | -29,495.45 | 95752752
|
| | Precast/Prestressed Concrete Girders | |
|
| | Total for estimate 0013: | -31,852.90 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -542.76 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0014: | -542.76 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,295.09 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0015: | -2,295.09 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,700.75 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0016: | -2,700.75 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -325.21 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0017: | -325.21 |
|
Est Nbr: | 0020 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -132.17 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | Total for estimate 0020: | -132.17 |
|
Est Nbr: | 0025 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0070 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Closure | -2.38 | 3-9-C
|
| | Galvanized Steel Expansion Joint | |
|
| | S.P. Closure | 0.00 | 3-9-C
|
| | Galvinized Steel Expansion Joint (Corr - Close) | |
|
0094 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Closure | -24,842.52 | 95752752
|
| | Precast/Prestressed Concrete Girders (NU) | |
|
| | Total for estimate 0025: | -24,844.90 |
|
Est Nbr: | 0027 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0096 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -2,010.97 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0027: | -2,010.97 |
|
Est Nbr: | 0029 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0096 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -629.25 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0029: | -629.25 |
|
Est Nbr: | 0030 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0096 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -751.46 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0030: | -751.46 |
|
Est Nbr: | 0033 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -504.96 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0033: | -504.96 |
|
Est Nbr: | 0035 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -212.43 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0035: | -212.43 |
|
Est Nbr: | 0036 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -4,256.07 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0036: | -4,256.07 |
|
Est Nbr: | 0037 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -529.28 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
0096 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -0.50 | 3-9-C
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0037: | -529.78 |
|
Est Nbr: | 0038 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,807.45 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0038: | -2,807.45 |
|
Est Nbr: | 0039 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -576.42 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0039: | -576.42 |
|
Est Nbr: | 0043 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -258.87 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0043: | -258.87 |
|
Est Nbr: | 0045 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,626.21 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0045: | -2,626.21 |
|
Est Nbr: | 0046 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -4,955.66 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0046: | -4,955.66 |
|
Est Nbr: | 0049 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0093 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -907.53 | 3-9-C
|
| | Galvinized Steel Expansion Joint | |
|
| | Total for estimate 0049: | -907.53 |
|
| | Total remaining for contract: | -12.89 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 3 CONCRETE PAVEMENT | | |
|
0001 L020.00 | 1.56 | 2,366.000 | 3,690.96
|
EROSION CONTROL | SY | 2,366.000 | 3,690.96
|
| | 24,267.000 | 37,856.52
|
| | 210.000 | 327.60
|
| | |
|
0002 0002.30 | 0.28 | 10,350.000 | 2,898.00
|
PAVEMENT MARKING REMOVAL | LF | 10,350.000 | 2,898.00
|
| | 3,542.000 | 991.76
|
| | 0.000 | 0.00
|
| | |
|
0003 0002.39 | 1.12 | 23,400.000 | 26,208.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 23,400.000 | 26,208.00
|
| | 20,415.000 | 22,864.80
|
| | 0.000 | 0.00
|
| | |
|
0004 0030.30 | 5,286.35 | 1.000 | 5,286.35
|
MOBILIZATION | LS | 1.000 | 5,286.35
|
| | 1.000 | 5,286.35
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 8.96 | 1,148.000 | 10,286.08
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 1,109.000 | 9,936.64
|
| | 1,108.690 | 9,933.86
|
| | 0.000 | 0.00
|
| | |
|
0006 1041.00 | 6.42 | 2,366.000 | 15,189.72
|
SALVAGING AND PLACING TOPSOIL | SY | 2,366.000 | 15,189.72
|
| | 2,315.076 | 14,862.79
|
| | 0.000 | 0.00
|
| | |
|
0007 1101.00 | 6.17 | 968.000 | 5,972.56
|
REMOVE PAVEMENT | SY | 968.000 | 5,972.56
|
| | 2,136.596 | 13,182.80
|
| | 0.000 | 0.00
|
| | |
|
0009 3008.05 | 14.51 | 116.000 | 1,683.16
|
TIE BARS | EACH | 116.000 | 1,683.16
|
| | 219.000 | 3,177.69
|
| | 0.000 | 0.00
|
| | |
|
0010 3075.71 | 47.28 | 570.000 | 26,949.60
|
12" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 570.000 | 26,949.60
|
| | 712.500 | 33,686.99
|
| | 0.000 | 0.00
|
| | |
|
0012 7017.00 | 3.02 | 1,160.000 | 3,503.20
|
REMOVE GUARDRAIL | LF | 1,160.000 | 3,503.20
|
| | 1,160.000 | 3,503.20
|
| | 0.000 | 0.00
|
| | |
|
0013 7151.00 | 8.46 | 192.000 | 1,624.32
|
REMOVE AND RESET FENCE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 7502.14 | 2.97 | 1,900.000 | 5,643.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 1,900.000 | 5,643.00
|
| | 3,192.000 | 9,480.24
|
| | 0.000 | 0.00
|
| | |
|
0015 7503.14 | 2.97 | 1,520.000 | 4,514.40
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 1,520.000 | 4,514.40
|
| | 1,083.000 | 3,216.51
|
| | 0.000 | 0.00
|
| | |
|
0016 8029.75 | 7.42 | 570.000 | 4,229.40
|
BITUMINOUS FOUNDATION COURSE | SY | 570.000 | 4,229.40
|
| | 1,751.713 | 12,997.71
|
| | 0.000 | 0.00
|
| | |
|
0017 9173.20 | 4.08 | 570.000 | 2,325.60
|
SUBGRADE PREPARATION | SY | 570.000 | 2,325.60
|
| | 1,751.713 | 7,146.99
|
| | 0.000 | 0.00
|
| | |
|
0018 9188.50 | 28.32 | 736.000 | 20,843.52
|
SURFACING UNDER GUARDRAIL | SY | 736.000 | 20,843.52
|
| | 606.053 | 17,163.41
|
| | 0.000 | 0.00
|
| | |
|
4011 7103.00 | 210.00 | 0.000 | 0.00
|
END POSTS | EACH | 8.000 | 1,680.00
|
| | 8.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
4012 7100.00 | 4.41 | 0.000 | 0.00
|
RIGHT-OF-WAY FENCE | LF | 403.000 | 1,777.23
|
| | 403.000 | 1,777.23
|
| | 0.000 | 0.00
|
| | |
|
4013 7106.00 | 288.75 | 0.000 | 0.00
|
12 FOOT GATE | EACH | 4.000 | 1,155.00
|
| | 4.000 | 1,155.00
|
| | 0.000 | 0.00
|
| | |
|
4014 1111.00 | 0.26 | 0.000 | 0.00
|
REMOVING FENCE | LF | 459.000 | 119.34
|
| | 459.000 | 119.34
|
| | 0.000 | 0.00
|
| | |
|
4019 3075.71 | 58.80 | 0.000 | 0.00
|
12" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 1,039.213 | 61,105.72
|
(Additional) | | 1,039.213 | 61,105.72
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 140,847.87
|
| | Current | 204,711.40
|
| | In place | 261,188.91
|
| | This Estimate | 327.60
|
| | |
|
GROUP 6 BRIDGE AT STA. 437+95 | | |
|
0019 0030.60 | 36,848.00 | 1.000 | 36,848.00
|
MOBILIZATION | LS | 1.000 | 36,848.00
|
| | 1.000 | 36,848.00
|
| | 0.000 | 0.00
|
| | |
|
0020 3050.15 | 243.95 | 208.300 | 50,814.79
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 208.300 | 50,814.79
|
| | 208.300 | 50,814.79
|
| | 0.000 | 0.00
|
| | |
|
0021 3051.10 | 0.72 | 21,518.000 | 15,492.96
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,831.000 | 14,998.32
|
| | 20,831.000 | 14,998.32
|
| | 0.000 | 0.00
|
| | |
|
0022 6000.10 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6000.11 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0024 6000.60 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0025 6001.50 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6001.51 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6005.35 | 57.23 | 125.400 | 7,176.64
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 7,176.64
|
| | 129.400 | 7,405.56
|
| | 0.000 | 0.00
|
| | |
|
0028 6010.22 | 375.67 | 159.800 | 60,032.07
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 162.300 | 60,971.24
|
| | 162.300 | 60,971.25
|
| | 0.000 | 0.00
|
| | |
|
0029 6010.26 | 331.52 | 407.300 | 135,028.10
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 407.300 | 135,028.10
|
| | 407.300 | 135,028.10
|
| | 0.000 | 0.00
|
| | |
|
0030 6011.11 | 39,905.60 | 1.000 | 39,905.60
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 39,905.60
|
AT STA. 437+95 LT. | | 1.000 | 39,905.60
|
| | 0.000 | 0.00
|
| | |
|
0031 6030.00 | 147,367.36 | 1.000 | 147,367.36
|
PREPARATION OF BRIDGE | EACH | 1.000 | 147,367.36
|
AT STA. 437+95 LT. | | 1.000 | 147,367.36
|
| | 0.000 | 0.00
|
| | |
|
0032 6131.50 | 0.65 | 78,526.000 | 51,041.90
|
EPOXY COATED REINFORCING STEEL | LB | 82,713.201 | 53,763.58
|
| | 82,713.201 | 53,763.59
|
| | 0.000 | 0.00
|
| | |
|
0033 6200.00 | 33.60 | 310.000 | 10,416.00
|
CONCRETE PILING | LF | 310.000 | 10,416.00
|
| | 304.280 | 10,223.81
|
| | 0.000 | 0.00
|
| | |
|
0034 8091.00 | 18.52 | 130.000 | 2,407.60
|
GRANULAR BACKFILL | CY | 130.000 | 2,407.60
|
| | 130.000 | 2,407.60
|
| | 0.000 | 0.00
|
| | |
|
4004 6618.00 | 625.60 | 0.000 | 0.00
|
GIRDER SEAT REPAIR | EACH | 10.000 | 6,256.00
|
Clean Bearing Plates & Girder Seats & Patch Abutments | | 10.000 | 6,256.00
|
| | 0.000 | 0.00
|
| | |
|
4022 3900.20 | 325.22 | 0.000 | 0.00
|
ADDITIONAL COST | LS | 1.000 | 325.22
|
[Formwork] | | 1.000 | 325.22
|
| | 0.000 | 0.00
|
| | |
|
4023 3900.27 | 476.19 | 0.000 | 0.00
|
ADDITIONAL COST | EACH | 2.000 | 952.38
|
(Special Control Joint for Bridge Deck) | | 2.000 | 952.38
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 437+95 | | Contracted | 594,723.01
|
| | Current | 605,422.82
|
| | In place | 605,459.58
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 437+95 | | |
|
0035 0030.60 | 36,848.00 | 1.000 | 36,848.00
|
MOBILIZATION | LS | 1.000 | 36,848.00
|
| | 1.000 | 36,848.00
|
| | 0.000 | 0.00
|
| | |
|
0036 3050.15 | 243.95 | 208.300 | 50,814.79
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 208.300 | 50,814.79
|
| | 208.300 | 50,814.79
|
| | 0.000 | 0.00
|
| | |
|
0037 3051.10 | 0.72 | 21,518.000 | 15,492.96
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,831.000 | 14,998.32
|
| | 20,831.000 | 14,998.32
|
| | 0.000 | 0.00
|
| | |
|
0038 6000.10 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6000.11 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6000.60 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6001.50 | 8,960.00 | 1.000 | 8,960.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 8,960.00
|
| | 1.000 | 8,960.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6001.51 | 8,960.00 | 1.000 | 8,960.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 8,960.00
|
| | 1.000 | 8,960.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6005.35 | 57.23 | 125.400 | 7,176.64
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 7,176.64
|
| | 129.400 | 7,405.56
|
| | 0.000 | 0.00
|
| | |
|
0044 6010.22 | 375.67 | 159.800 | 60,032.07
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 159.800 | 60,032.07
|
| | 159.800 | 60,032.09
|
| | 0.000 | 0.00
|
| | |
|
0045 6010.26 | 331.52 | 407.300 | 135,028.10
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 407.300 | 135,028.10
|
| | 407.300 | 135,028.09
|
| | 0.000 | 0.00
|
| | |
|
0046 6011.11 | 39,905.60 | 1.000 | 39,905.60
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 39,905.60
|
AT STA. 437+95 RT. | | 1.000 | 39,905.60
|
| | 0.000 | 0.00
|
| | |
|
0047 6030.00 | 147,367.36 | 1.000 | 147,367.36
|
PREPARATION OF BRIDGE | EACH | 1.000 | 147,367.36
|
AT STA. 437+95 RT. | | 1.000 | 147,367.37
|
| | 0.000 | 0.00
|
| | |
|
0048 6080.00 | 2.39 | 795.000 | 1,900.05
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 795.000 | 1,900.05
|
| | 795.000 | 1,900.05
|
| | 0.000 | 0.00
|
| | |
|
0049 6131.50 | 0.65 | 77,803.000 | 50,571.95
|
EPOXY COATED REINFORCING STEEL | LB | 82,713.201 | 53,763.58
|
| | 82,713.201 | 53,763.59
|
| | 0.000 | 0.00
|
| | |
|
0050 6200.00 | 33.60 | 310.000 | 10,416.00
|
CONCRETE PILING | LF | 310.000 | 10,416.00
|
| | 306.400 | 10,295.04
|
| | 0.000 | 0.00
|
| | |
|
0051 8091.00 | 18.52 | 130.000 | 2,407.60
|
GRANULAR BACKFILL | CY | 130.000 | 2,407.60
|
| | 130.000 | 2,407.60
|
| | 0.000 | 0.00
|
| | |
|
4007 6618.00 | 625.60 | 0.000 | 0.00
|
GIRDER SEAT REPAIR | EACH | 10.000 | 6,256.00
|
Clean Bearing Plates & Girder Seats & Patch Abutments | | 10.000 | 6,256.00
|
| | 0.000 | 0.00
|
| | |
|
4025 3900.27 | 340.70 | 0.000 | 0.00
|
ADDITIONAL COST | EACH | 2.000 | 681.40
|
(Special Control Joint for Bridge Deck) | | 2.000 | 681.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 437+95 | | Contracted | 602,873.11
|
| | Current | 612,507.50
|
| | In place | 612,615.50
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0100 0030.70 | 420.00 | 1.000 | 420.00
|
MOBILIZATION | LS | 1.000 | 420.00
|
| | 1.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0101 7011.20 | 16.28 | 918.400 | 14,951.55
|
W-BEAM GUARDRAIL | LF | 918.400 | 14,951.55
|
| | 918.400 | 14,951.56
|
| | 0.000 | 0.00
|
| | |
|
0102 7020.00 | 1,174.95 | 4.000 | 4,699.80
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,699.80
|
| | 4.000 | 4,699.80
|
| | 0.000 | 0.00
|
| | |
|
0103 7024.25 | 2,089.50 | 2.000 | 4,179.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 2.000 | 4,179.00
|
| | 2.000 | 4,179.00
|
| | 0.000 | 0.00
|
| | |
|
0104 7026.05 | 405.30 | 2.000 | 810.60
|
W-THRIE BEAM TRANSITION SECTION | EACH | 2.000 | 810.60
|
| | 2.000 | 810.60
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 25,060.95
|
| | Current | 25,060.95
|
| | In place | 25,060.96
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0106 0001.08 | 0.50 | 7,112.000 | 3,556.00
|
BARRICADE, TYPE II | BDAY | 7,112.000 | 3,556.00
|
| | 23,367.000 | 11,683.50
|
| | 0.000 | 0.00
|
| | |
|
0107 0001.10 | 3.15 | 517.000 | 1,628.55
|
BARRICADE, TYPE III | BDAY | 517.000 | 1,628.55
|
| | 1,413.000 | 4,450.95
|
| | 0.000 | 0.00
|
| | |
|
0108 0001.30 | 3.15 | 399.000 | 1,256.85
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 399.000 | 1,256.85
|
| | 280.000 | 882.00
|
| | 0.000 | 0.00
|
| | |
|
0109 0001.90 | 0.53 | 4,339.000 | 2,299.67
|
SIGN DAY | EACH | 4,339.000 | 2,299.67
|
| | 6,140.000 | 3,254.20
|
| | 0.000 | 0.00
|
| | |
|
0110 0002.97 | 36.75 | 120.000 | 4,410.00
|
FLASHING ARROW PANEL | DAY | 120.000 | 4,410.00
|
| | 203.000 | 7,460.25
|
| | 0.000 | 0.00
|
| | |
|
0111 0003.51 | 18.03 | 1,740.000 | 31,372.20
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 1,990.000 | 35,879.70
|
| | 1,990.000 | 35,879.70
|
| | 0.000 | 0.00
|
| | |
|
0112 0003.58 | 2,100.00 | 2.000 | 4,200.00
|
INERTIAL BARRIER SYSTEM | EACH | 3.000 | 6,300.00
|
| | 3.000 | 6,300.00
|
| | 0.000 | 0.00
|
| | |
|
0113 0003.64 | 262.50 | 5.000 | 1,312.50
|
REPLACEMENT MODULE | EACH | 5.000 | 1,312.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 0010.04 | 15,750.00 | 0.500 | 7,875.00
|
FIELD OFFICE | EACH | 0.500 | 7,875.00
|
| | 0.500 | 7,875.00
|
| | 0.000 | 0.00
|
| | |
|
0115 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 1,049.500 | 839.60
|
| | 0.000 | 0.00
|
| | |
|
0116 0030.00 | 3,950.99 | 1.000 | 3,950.99
|
MOBILIZATION | LS | 1.000 | 3,950.99
|
| | 1.000 | 3,950.99
|
| | 0.000 | 0.00
|
| | |
|
4008 0003.10 | 160.00 | 0.000 | 0.00
|
FLAGGING | DAY | 29.000 | 4,640.00
|
| | 23.500 | 3,760.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 62,661.76
|
| | Current | 73,909.26
|
| | In place | 86,336.19
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0001 L020.00 | 1.56 | 2,304.000 | 3,594.24
|
EROSION CONTROL | SY | 2,304.000 | 3,594.24
|
| | 16,861.000 | 26,303.16
|
| | 0.000 | 0.00
|
| | |
|
0002 0002.30 | 0.28 | 12,650.000 | 3,542.00
|
PAVEMENT MARKING REMOVAL | LF | 12,650.000 | 3,542.00
|
| | 3,378.000 | 945.84
|
| | 0.000 | 0.00
|
| | |
|
0003 0002.39 | 1.12 | 28,600.000 | 32,032.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 28,600.000 | 32,032.00
|
| | 26,763.000 | 29,974.56
|
| | 0.000 | 0.00
|
| | |
|
0004 0030.30 | 7,649.65 | 1.000 | 7,649.65
|
MOBILIZATION | LS | 1.000 | 7,649.65
|
| | 1.000 | 7,649.65
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 8.96 | 920.000 | 8,243.20
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 920.000 | 8,243.20
|
| | 920.040 | 8,243.56
|
| | 0.000 | 0.00
|
| | |
|
0006 1041.00 | 6.42 | 1,001.000 | 6,426.42
|
SALVAGING AND PLACING TOPSOIL | SY | 1,001.000 | 6,426.42
|
| | 1,882.219 | 12,083.85
|
| | 0.000 | 0.00
|
| | |
|
0007 1101.00 | 6.17 | 1,262.000 | 7,786.54
|
REMOVE PAVEMENT | SY | 1,262.000 | 7,786.54
|
| | 1,993.196 | 12,298.02
|
| | 0.000 | 0.00
|
| | |
|
0008 1119.00 | 420.00 | 4.000 | 1,680.00
|
REMOVE INLET | EACH | 4.000 | 1,680.00
|
| | 4.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
0009 3008.05 | 14.51 | 195.000 | 2,829.45
|
TIE BARS | EACH | 195.000 | 2,829.45
|
| | 325.000 | 4,715.75
|
| | 0.000 | 0.00
|
| | |
|
0010 3075.71 | 47.28 | 857.000 | 40,518.96
|
12" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 857.000 | 40,518.96
|
| | 1,071.251 | 50,648.75
|
| | 0.000 | 0.00
|
| | |
|
0011 4130.06 | 1,120.00 | 0.720 | 806.40
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.720 | 806.40
|
| | 0.720 | 806.40
|
| | 0.000 | 0.00
|
| | |
|
0012 7017.00 | 3.02 | 1,155.000 | 3,488.10
|
REMOVE GUARDRAIL | LF | 1,155.000 | 3,488.10
|
| | 1,155.000 | 3,488.10
|
| | 0.000 | 0.00
|
| | |
|
0013 7151.00 | 8.46 | 192.000 | 1,624.32
|
REMOVE AND RESET FENCE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 7502.14 | 2.97 | 4,350.000 | 12,919.50
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 4,350.000 | 12,919.50
|
| | 4,883.000 | 14,502.51
|
| | 0.000 | 0.00
|
| | |
|
0015 7503.14 | 2.97 | 3,480.000 | 10,335.60
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 3,480.000 | 10,335.60
|
| | 2,175.000 | 6,459.75
|
| | 0.000 | 0.00
|
| | |
|
0016 8029.75 | 7.42 | 857.000 | 6,358.94
|
BITUMINOUS FOUNDATION COURSE | SY | 857.000 | 6,358.94
|
| | 1,897.222 | 14,077.37
|
| | 0.000 | 0.00
|
| | |
|
0017 9173.20 | 4.08 | 857.000 | 3,496.56
|
SUBGRADE PREPARATION | SY | 857.000 | 3,496.56
|
| | 1,710.222 | 6,977.70
|
| | 0.000 | 0.00
|
| | |
|
0018 9188.50 | 28.32 | 1,258.000 | 35,626.56
|
SURFACING UNDER GUARDRAIL | SY | 1,258.000 | 35,626.56
|
| | 427.264 | 12,100.12
|
| | 0.000 | 0.00
|
| | |
|
4015 7103.00 | 210.00 | 0.000 | 0.00
|
END POSTS | EACH | 2.000 | 420.00
|
| | 2.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
4016 7100.00 | 4.41 | 0.000 | 0.00
|
RIGHT-OF-WAY FENCE | LF | 319.000 | 1,406.79
|
| | 319.000 | 1,406.79
|
| | 0.000 | 0.00
|
| | |
|
4017 7106.00 | 288.75 | 0.000 | 0.00
|
12 FOOT GATE | EACH | 2.000 | 577.50
|
| | 2.000 | 577.50
|
| | 0.000 | 0.00
|
| | |
|
4018 1111.00 | 0.26 | 0.000 | 0.00
|
REMOVING FENCE | LF | 550.000 | 143.00
|
| | 550.000 | 143.00
|
| | 0.000 | 0.00
|
| | |
|
4020 3075.71 | 58.80 | 0.000 | 0.00
|
12" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 638.972 | 37,571.55
|
(Additional) | | 638.972 | 37,571.55
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 188,958.44
|
| | Current | 227,452.96
|
| | In place | 253,073.93
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 483+14.13 | | |
|
0052 A400.00 | 25,665.92 | 1.000 | 25,665.92
|
MODIFY ROADWAY WEATHER INFORMATION SYSTEM | EACH | 1.000 | 25,665.92
|
| | 1.000 | 25,665.92
|
| | 0.000 | 0.00
|
| | |
|
0053 0030.60 | 61,600.00 | 1.000 | 61,600.00
|
MOBILIZATION | LS | 1.000 | 61,600.00
|
| | 1.000 | 61,600.00
|
| | 0.000 | 0.00
|
| | |
|
0054 3050.15 | 248.08 | 195.900 | 48,598.87
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 200.500 | 49,740.04
|
| | 200.500 | 49,740.03
|
| | 0.000 | 0.00
|
| | |
|
0055 3051.10 | 0.73 | 19,203.000 | 14,018.19
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 21,077.000 | 15,386.21
|
| | 21,077.000 | 15,386.20
|
| | 0.000 | 0.00
|
| | |
|
0056 6000.10 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0057 6000.11 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6000.60 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6000.61 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6001.50 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6001.51 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6001.52 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.3 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6001.53 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.4 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6001.54 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.5 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6001.55 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.6 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6001.56 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.7 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0067 6001.57 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.8 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0068 6005.35 | 102.26 | 250.000 | 25,565.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 250.000 | 25,565.00
|
| | 254.000 | 25,974.04
|
| | 0.000 | 0.00
|
| | |
|
0069 6010.22 | 374.02 | 284.500 | 106,408.69
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 284.500 | 106,408.69
|
| | 284.500 | 106,408.70
|
| | 0.000 | 0.00
|
| | |
|
0070 6010.26 | 325.85 | 1,013.600 | 330,281.56
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 1,033.711 | 336,834.73
|
| | 1,033.711 | 336,834.75
|
| | 0.000 | 0.00
|
| | |
|
0071 6011.11 | 88,368.00 | 1.000 | 88,368.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 88,368.00
|
AT STA. 483+14.13 LT. | | 1.000 | 88,368.00
|
| | 0.000 | 0.00
|
| | |
|
0072 6030.00 | 332,727.36 | 1.000 | 332,727.36
|
PREPARATION OF BRIDGE | EACH | 1.000 | 332,727.36
|
AT STA. 483+14.13 LT. | | 1.000 | 332,727.35
|
| | 0.000 | 0.00
|
| | |
|
0073 6131.50 | 0.64 | 200,530.000 | 128,339.20
|
EPOXY COATED REINFORCING STEEL | LB | 206,850.294 | 132,384.19
|
| | 206,850.294 | 132,384.17
|
| | 0.000 | 0.00
|
| | |
|
0074 6200.00 | 32.48 | 790.000 | 25,659.20
|
CONCRETE PILING | LF | 1,110.000 | 36,052.80
|
| | 1,110.000 | 36,052.80
|
| | 0.000 | 0.00
|
| | |
|
0075 8091.00 | 18.67 | 120.000 | 2,240.40
|
GRANULAR BACKFILL | CY | 120.000 | 2,240.40
|
| | 120.000 | 2,240.40
|
| | 0.000 | 0.00
|
| | |
|
4002 6618.00 | 379.50 | 0.000 | 0.00
|
GIRDER SEAT REPAIR | EACH | 10.000 | 3,795.00
|
Clean Bearing Plates & Girder Seats & Patch Abutments | | 10.000 | 3,795.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6616.65 | 2,820.50 | 0.000 | 0.00
|
BEARING DEVICE REPLACEMENT | EACH | 20.000 | 56,410.00
|
Raise Girders/New Bearing Pad/Diaphragms/Concrete Repair | | 20.000 | 56,410.00
|
| | 0.000 | 0.00
|
| | |
|
4010 1136.01 | 681.26 | 0.000 | 0.00
|
REMOVING | EACH | 1.000 | 681.26
|
(Grade Beam) | | 1.000 | 681.26
|
| | 0.000 | 0.00
|
| | |
|
4021 A706.00 | 258.63 | 0.000 | 0.00
|
RELOCATE PULL BOX | EACH | 1.000 | 258.63
|
| | 1.000 | 258.63
|
| | 0.000 | 0.00
|
| | |
|
4022 3900.20 | 1,084.50 | 0.000 | 0.00
|
ADDITIONAL COST | LS | 1.000 | 1,084.50
|
(Additional Freight) | | 1.000 | 1,084.50
|
| | 0.000 | 0.00
|
| | |
|
4024 3900.27 | 476.19 | 0.000 | 0.00
|
ADDITIONAL COST | EACH | 2.000 | 952.38
|
(Special Control Joint for Brdige Deck) | | 2.000 | 952.38
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 483+14.13 | | Contracted | 1,272,576.39
|
| | Current | 1,359,259.11
|
| | In place | 1,359,668.13
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 483+14.13 | | |
|
0076 0030.60 | 61,600.00 | 1.000 | 61,600.00
|
MOBILIZATION | LS | 1.000 | 61,600.00
|
| | 1.000 | 61,600.00
|
| | 0.000 | 0.00
|
| | |
|
0077 3050.15 | 247.95 | 196.000 | 48,598.20
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 196.000 | 48,598.20
|
| | 196.000 | 48,598.21
|
| | 0.000 | 0.00
|
| | |
|
0078 3051.10 | 0.75 | 19,432.000 | 14,574.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,723.000 | 15,542.25
|
| | 20,723.000 | 15,542.26
|
| | 0.000 | 0.00
|
| | |
|
0079 6000.10 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6000.11 | 7,840.00 | 1.000 | 7,840.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,840.00
|
| | 1.000 | 7,840.00
|
| | 0.000 | 0.00
|
| | |
|
0081 6000.60 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6000.61 | 11,312.00 | 1.000 | 11,312.00
|
PIER NO.2 EXCAVATION | LS | 1.000 | 11,312.00
|
| | 1.000 | 11,312.00
|
| | 0.000 | 0.00
|
| | |
|
0083 6001.50 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0084 6001.51 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0085 6001.52 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.3 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0086 6001.53 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.4 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0087 6001.54 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.5 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0088 6001.55 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.6 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0089 6001.56 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.7 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0090 6001.57 | 5,600.00 | 1.000 | 5,600.00
|
BENT NO.8 EXCAVATION | LS | 1.000 | 5,600.00
|
| | 1.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0091 6005.35 | 103.24 | 252.700 | 26,088.75
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 252.700 | 26,088.75
|
| | 256.700 | 26,501.71
|
| | 0.000 | 0.00
|
| | |
|
0092 6010.22 | 374.40 | 287.600 | 107,677.44
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 287.600 | 107,677.44
|
| | 287.600 | 107,677.45
|
| | 0.000 | 0.00
|
| | |
|
0093 6010.26 | 325.77 | 1,023.100 | 333,295.29
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 1,023.100 | 333,295.29
|
| | 1,023.100 | 333,295.28
|
| | 0.000 | 0.00
|
| | |
|
0094 6011.11 | 88,368.00 | 1.000 | 88,368.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 88,368.00
|
AT STA. 483+14.13 RT | | 1.000 | 88,368.00
|
| | 0.000 | 0.00
|
| | |
|
0095 6030.00 | 332,727.36 | 1.000 | 332,727.36
|
PREPARATION OF BRIDGE | EACH | 1.000 | 332,727.36
|
AT STA. 483+14.13 RT. | | 1.000 | 332,727.37
|
| | 0.000 | 0.00
|
| | |
|
0096 6080.00 | 2.21 | 2,671.000 | 5,902.91
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 2,671.000 | 5,902.91
|
| | 2,671.000 | 5,902.91
|
| | 0.000 | 0.00
|
| | |
|
0097 6131.50 | 0.64 | 193,136.000 | 123,607.04
|
EPOXY COATED REINFORCING STEEL | LB | 203,187.000 | 130,039.68
|
| | 203,187.000 | 130,039.68
|
| | 0.000 | 0.00
|
| | |
|
0098 6200.00 | 33.54 | 790.000 | 26,496.60
|
CONCRETE PILING | LF | 1,110.000 | 37,229.40
|
| | 1,108.500 | 37,179.09
|
| | 0.000 | 0.00
|
| | |
|
0099 8091.00 | 19.00 | 112.000 | 2,128.00
|
GRANULAR BACKFILL | CY | 112.000 | 2,128.00
|
| | 112.000 | 2,128.00
|
| | 0.000 | 0.00
|
| | |
|
4005 6618.00 | 379.50 | 0.000 | 0.00
|
GIRDER SEAT REPAIR | EACH | 10.000 | 3,795.00
|
Clean Bearing Plates & Girder Seats & Patch Abutments | | 10.000 | 3,795.00
|
| | 0.000 | 0.00
|
| | |
|
4006 6616.65 | 2,820.50 | 0.000 | 0.00
|
BEARING DEVICE REPLACEMENT | EACH | 20.000 | 56,410.00
|
Raise Girders/New Bearing Pads/Diaphragms/Concrete Repair | | 20.000 | 56,410.00
|
| | 0.000 | 0.00
|
| | |
|
4026 3900.27 | 340.70 | 0.000 | 0.00
|
ADDITIONAL COST | EACH | 2.000 | 681.40
|
(Special Control Joint for Bridge Deck) | | 2.000 | 681.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 483+14.13 | | Contracted | 1,254,167.59
|
| | Current | 1,333,187.67
|
| | In place | 1,333,550.36
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0100 0030.70 | 420.00 | 1.000 | 420.00
|
MOBILIZATION | LS | 1.000 | 420.00
|
| | 1.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0101 7011.20 | 16.28 | 979.100 | 15,939.75
|
W-BEAM GUARDRAIL | LF | 779.100 | 12,683.75
|
| | 779.100 | 12,683.75
|
| | -200.000 | -3,256.00
|
| | |
|
0102 7020.00 | 1,174.95 | 4.000 | 4,699.80
|
BRIDGE APPROACH SECTIONS | EACH | 3.000 | 3,524.85
|
| | 3.000 | 3,524.85
|
| | 0.000 | 0.00
|
| | |
|
0103 7024.25 | 2,089.50 | 2.000 | 4,179.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 1.000 | 2,089.50
|
| | 1.000 | 2,089.50
|
| | 0.000 | 0.00
|
| | |
|
0104 7026.05 | 405.30 | 2.000 | 810.60
|
W-THRIE BEAM TRANSITION SECTION | EACH | 2.000 | 810.60
|
| | 2.000 | 810.60
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 26,049.15
|
| | Current | 19,528.70
|
| | In place | 19,528.70
|
| | This Estimate | -3,256.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0105 0001.00 | 467.25 | 432.000 | 201,852.00
|
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 432.000 | 201,852.00
|
| | 475.000 | 221,943.75
|
| | 0.000 | 0.00
|
| | |
|
0106 0001.08 | 0.50 | 19,228.000 | 9,614.00
|
BARRICADE, TYPE II | BDAY | 19,228.000 | 9,614.00
|
| | 26,105.500 | 13,052.75
|
| | 0.000 | 0.00
|
| | |
|
0107 0001.10 | 3.15 | 1,397.000 | 4,400.55
|
BARRICADE, TYPE III | BDAY | 1,397.000 | 4,400.55
|
| | 2,166.000 | 6,822.90
|
| | 0.000 | 0.00
|
| | |
|
0108 0001.30 | 3.15 | 1,080.000 | 3,402.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,080.000 | 3,402.00
|
| | 977.000 | 3,077.55
|
| | 0.000 | 0.00
|
| | |
|
0109 0001.90 | 0.53 | 11,732.000 | 6,217.96
|
SIGN DAY | EACH | 11,732.000 | 6,217.96
|
| | 10,102.000 | 5,354.06
|
| | 0.000 | 0.00
|
| | |
|
0110 0002.97 | 36.75 | 324.000 | 11,907.00
|
FLASHING ARROW PANEL | DAY | 324.000 | 11,907.00
|
| | 262.000 | 9,628.50
|
| | 0.000 | 0.00
|
| | |
|
0111 0003.51 | 18.03 | 2,100.000 | 37,863.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 3,200.000 | 57,696.00
|
| | 3,200.000 | 57,696.00
|
| | 0.000 | 0.00
|
| | |
|
0112 0003.58 | 2,100.00 | 2.000 | 4,200.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 8,400.00
|
| | 4.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
0113 0003.64 | 262.50 | 5.000 | 1,312.50
|
REPLACEMENT MODULE | EACH | 5.000 | 1,312.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 0010.04 | 15,750.00 | 0.500 | 7,875.00
|
FIELD OFFICE | EACH | 0.500 | 7,875.00
|
| | 0.500 | 7,875.00
|
| | 0.000 | 0.00
|
| | |
|
0115 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 3,148.000 | 2,518.40
|
| | 0.000 | 0.00
|
| | |
|
0116 0030.00 | 24,609.01 | 1.000 | 24,609.01
|
MOBILIZATION | LS | 1.000 | 24,609.01
|
| | 1.000 | 24,609.02
|
| | 0.000 | 0.00
|
| | |
|
4009 0003.44 | 0.65 | 0.000 | 0.00
|
RESET CONCRETE PROTECTION BARRIERS | LF | 2,350.000 | 1,527.50
|
| | 2,300.000 | 1,495.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 314,053.02
|
| | Current | 339,613.52
|
| | In place | 362,472.93
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 4,481,971.29
|
---|
| | Current | 4,800,653.90
|
---|
| | In place | 4,918,955.19
|
---|
| | This Estimate | -2,928.40
|
---|