| | 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 |
|
| | Total remaining for contract: | 17,117.53 |
|
|---|
| | | 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0002.30 | 0.28 | 10,350.000 | 2,898.00
|
| PAVEMENT MARKING REMOVAL | LF | 10,350.000 | 2,898.00
|
| | | 1,873.000 | 524.44
|
| | 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
|
| | | 9,255.000 | 10,365.60
|
| | 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 | 1,148.000 | 10,286.08
|
| | | 617.630 | 5,533.96
|
| | 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
|
| | | 1,944.100 | 12,481.12
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1101.00 | 6.17 | 968.000 | 5,972.56
|
| REMOVE PAVEMENT | SY | 968.000 | 5,972.56
|
| | | 907.441 | 5,598.91
|
| | 390.978 | 2,412.33
|
| | |
|
| 0009 3008.05 | 14.51 | 116.000 | 1,683.16
|
| TIE BARS | EACH | 116.000 | 1,683.16
|
| | | 105.000 | 1,523.55
|
| | 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
|
| | | 291.549 | 13,784.44
|
| | 0.000 | 0.00
|
| | |
|
| 0012 7017.00 | 3.02 | 1,160.000 | 3,503.20
|
| REMOVE GUARDRAIL | LF | 1,160.000 | 3,503.20
|
| | | 839.000 | 2,533.78
|
| | 0.000 | 0.00
|
| | |
|
| 0013 7151.00 | 8.46 | 192.000 | 1,624.32
|
| REMOVE AND RESET FENCE | LF | 192.000 | 1,624.32
|
| | | 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
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 8029.75 | 7.42 | 570.000 | 4,229.40
|
| BITUMINOUS FOUNDATION COURSE | SY | 570.000 | 4,229.40
|
| | | 291.549 | 2,163.29
|
| | 0.000 | 0.00
|
| | |
|
| 0017 9173.20 | 4.08 | 570.000 | 2,325.60
|
| SUBGRADE PREPARATION | SY | 570.000 | 2,325.60
|
| | | 291.549 | 1,189.52
|
| | 0.000 | 0.00
|
| | |
|
| 0018 9188.50 | 28.32 | 736.000 | 20,843.52
|
| SURFACING UNDER GUARDRAIL | SY | 736.000 | 20,843.52
|
| | | 310.210 | 8,785.14
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 140,847.87
|
| | Current | 140,847.87
|
| | In place | 69,770.10
|
| | This Estimate | 2,412.33
|
| | |
|
| 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 | 21,518.000 | 15,492.96
|
| | | 21,644.719 | 15,584.20
|
| | 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
|
| | | 131.000 | 7,497.13
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6010.22 | 375.67 | 159.800 | 60,032.07
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 159.800 | 60,032.07
|
| | | 162.560 | 61,068.92
|
| | 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
|
| | | 414.840 | 137,527.76
|
| | 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. | | 0.980 | 144,420.01
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6131.50 | 0.65 | 78,526.000 | 51,041.90
|
| EPOXY COATED REINFORCING STEEL | LB | 78,526.000 | 51,041.90
|
| | | 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
|
| | |
|
| GROUP 6 BRIDGE AT STA. 437+95 | | Contracted | 594,723.01
|
| | Current | 600,979.01
|
| | In place | 604,509.41
|
| | 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 3051.10 | 0.72 | 21,518.000 | 15,492.96
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 21,518.000 | 15,492.96
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 0.250 | 1,960.00
|
| | 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
|
| | | 0.250 | 1,960.00
|
| | 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
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 83.990 | 31,552.53
|
| | 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
|
| | | 0.000 | 0.00
|
| | 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. | | 0.000 | 0.00
|
| | 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. | | 0.150 | 22,105.11
|
| | 0.000 | 0.00
|
| | |
|
| 0048 6080.00 | 2.39 | 795.000 | 1,900.05
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 795.000 | 1,900.05
|
| | | 795.004 | 1,900.06
|
| | 0.000 | 0.00
|
| | |
|
| 0049 6131.50 | 0.65 | 77,803.000 | 50,571.95
|
| EPOXY COATED REINFORCING STEEL | LB | 77,803.000 | 50,571.95
|
| | | 3,723.125 | 2,420.04
|
| | 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
|
| | | 0.000 | 0.00
|
| | 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 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 437+95 | | Contracted | 602,873.11
|
| | Current | 609,129.11
|
| | In place | 138,272.78
|
| | 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
|
| | | 468.200 | 7,622.30
|
| | 0.000 | 0.00
|
| | |
|
| 0102 7020.00 | 1,174.95 | 4.000 | 4,699.80
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,699.80
|
| | | 2.000 | 2,349.90
|
| | 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
|
| | | 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
|
| | | 1.000 | 405.30
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 25,060.95
|
| | Current | 25,060.95
|
| | In place | 12,887.00
|
| | 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
|
| | | 12,801.000 | 6,400.50
|
| | 525.000 | 262.50
|
| | |
|
| 0107 0001.10 | 3.15 | 517.000 | 1,628.55
|
| BARRICADE, TYPE III | BDAY | 517.000 | 1,628.55
|
| | | 652.000 | 2,053.80
|
| | 42.000 | 132.30
|
| | |
|
| 0108 0001.30 | 3.15 | 399.000 | 1,256.85
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 399.000 | 1,256.85
|
| | | 98.000 | 308.70
|
| | 28.000 | 88.20
|
| | |
|
| 0109 0001.90 | 0.53 | 4,339.000 | 2,299.67
|
| SIGN DAY | EACH | 4,339.000 | 2,299.67
|
| | | 1,388.000 | 735.64
|
| | 364.000 | 192.92
|
| | |
|
| 0110 0002.97 | 36.75 | 120.000 | 4,410.00
|
| FLASHING ARROW PANEL | DAY | 120.000 | 4,410.00
|
| | | 40.000 | 1,470.00
|
| | 14.000 | 514.50
|
| | |
|
| 0111 0003.51 | 18.03 | 1,740.000 | 31,372.20
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 1,740.000 | 31,372.20
|
| | | 1,890.000 | 34,076.70
|
| | 0.000 | 0.00
|
| | |
|
| 0112 0003.58 | 2,100.00 | 2.000 | 4,200.00
|
| INERTIAL BARRIER SYSTEM | EACH | 2.000 | 4,200.00
|
| | | 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
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 62,661.76
|
| | Current | 62,661.76
|
| | In place | 64,010.93
|
| | This Estimate | 1,190.42
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0001 L020.00 | 1.56 | 2,304.000 | 3,594.24
|
| EROSION CONTROL | SY | 2,304.000 | 3,594.24
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 1,992.000 | 557.76
|
| | 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
|
| | | 16,843.000 | 18,864.16
|
| | 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
|
| | | 514.670 | 4,611.44
|
| | 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
|
| | | 1,387.570 | 8,908.20
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1101.00 | 6.17 | 1,262.000 | 7,786.54
|
| REMOVE PAVEMENT | SY | 1,262.000 | 7,786.54
|
| | | 1,178.346 | 7,270.40
|
| | 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
|
| | 1.000 | 420.00
|
| | |
|
| 0009 3008.05 | 14.51 | 195.000 | 2,829.45
|
| TIE BARS | EACH | 195.000 | 2,829.45
|
| | | 261.000 | 3,787.11
|
| | 96.000 | 1,392.96
|
| | |
|
| 0010 3075.71 | 47.28 | 857.000 | 40,518.96
|
| 12" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 857.000 | 40,518.96
|
| | | 1,008.974 | 47,704.29
|
| | 374.787 | 17,719.93
|
| | |
|
| 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
|
| | | 0.360 | 403.20
|
| | 0.000 | 0.00
|
| | |
|
| 0012 7017.00 | 3.02 | 1,155.000 | 3,488.10
|
| REMOVE GUARDRAIL | LF | 1,155.000 | 3,488.10
|
| | | 995.000 | 3,004.90
|
| | 0.000 | 0.00
|
| | |
|
| 0013 7151.00 | 8.46 | 192.000 | 1,624.32
|
| REMOVE AND RESET FENCE | LF | 192.000 | 1,624.32
|
| | | 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
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 8029.75 | 7.42 | 857.000 | 6,358.94
|
| BITUMINOUS FOUNDATION COURSE | SY | 857.000 | 6,358.94
|
| | | 1,195.974 | 8,874.11
|
| | 374.787 | 2,780.92
|
| | |
|
| 0017 9173.20 | 4.08 | 857.000 | 3,496.56
|
| SUBGRADE PREPARATION | SY | 857.000 | 3,496.56
|
| | | 1,008.974 | 4,116.61
|
| | 374.787 | 1,529.13
|
| | |
|
| 0018 9188.50 | 28.32 | 1,258.000 | 35,626.56
|
| SURFACING UNDER GUARDRAIL | SY | 1,258.000 | 35,626.56
|
| | | 146.591 | 4,151.46
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 188,958.44
|
| | Current | 188,958.44
|
| | In place | 121,583.29
|
| | This Estimate | 23,842.94
|
| | |
|
| 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 | 195.900 | 48,598.87
|
| | | 202.940 | 50,345.35
|
| | 0.000 | 0.00
|
| | |
|
| 0055 3051.10 | 0.73 | 19,203.000 | 14,018.19
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,203.000 | 14,018.19
|
| | | 20,983.000 | 15,317.58
|
| | 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
|
| | | 255.300 | 26,106.98
|
| | 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
|
| | | 303.318 | 113,447.01
|
| | 18.169 | 6,795.57
|
| | |
|
| 0070 6010.26 | 325.85 | 1,013.600 | 330,281.56
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 1,013.600 | 330,281.56
|
| | | 1,027.639 | 334,856.19
|
| | 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. | | 0.950 | 316,090.98
|
| | 0.000 | 0.00
|
| | |
|
| 0073 6131.50 | 0.64 | 200,530.000 | 128,339.20
|
| EPOXY COATED REINFORCING STEEL | LB | 200,530.000 | 128,339.20
|
| | | 207,766.322 | 132,970.43
|
| | 821.638 | 525.85
|
| | |
|
| 0074 6200.00 | 32.48 | 790.000 | 25,659.20
|
| CONCRETE PILING | LF | 790.000 | 25,659.20
|
| | | 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
|
| | |
|
| GROUP 6B BRIDGE AT STA. 483+14.13 | | Contracted | 1,272,576.39
|
| | Current | 1,332,781.39
|
| | In place | 1,346,370.64
|
| | This Estimate | 7,321.42
|
| | |
|
| 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0078 3051.10 | 0.75 | 19,432.000 | 14,574.00
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,432.000 | 14,574.00
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 0.250 | 1,960.00
|
| | 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
|
| | | 0.500 | 3,920.00
|
| | 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
|
| | | 0.000 | 0.00
|
| | 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
|
| | | 211.769 | 79,286.32
|
| | 2.779 | 1,040.46
|
| | |
|
| 0093 6010.26 | 325.77 | 1,023.100 | 333,295.29
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 1,023.100 | 333,295.29
|
| | | 29.240 | 9,525.51
|
| | 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 | | 0.910 | 80,414.88
|
| | 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. | | 0.300 | 99,818.22
|
| | 0.050 | 16,636.37
|
| | |
|
| 0096 6080.00 | 2.21 | 2,671.000 | 5,902.91
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 2,671.000 | 5,902.91
|
| | | 2,670.606 | 5,902.04
|
| | 0.000 | 0.00
|
| | |
|
| 0097 6131.50 | 0.64 | 193,136.000 | 123,607.04
|
| EPOXY COATED REINFORCING STEEL | LB | 193,136.000 | 123,607.04
|
| | | 10,920.916 | 6,989.38
|
| | 349.864 | 223.91
|
| | |
|
| 0098 6200.00 | 33.54 | 790.000 | 26,496.60
|
| CONCRETE PILING | LF | 790.000 | 26,496.60
|
| | | 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
|
| | | 28.000 | 532.00
|
| | 28.000 | 532.00
|
| | |
|
| 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 | | 0.000 | 0.00
|
| | 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 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6C BRIDGE AT STA. 483+14.13 | | Contracted | 1,254,167.59
|
| | Current | 1,314,372.59
|
| | In place | 454,551.44
|
| | This Estimate | 18,432.74
|
| | |
|
| 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 | 979.100 | 15,939.75
|
| | | 334.600 | 5,447.29
|
| | 0.000 | 0.00
|
| | |
|
| 0102 7020.00 | 1,174.95 | 4.000 | 4,699.80
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,699.80
|
| | | 1.000 | 1,174.95
|
| | 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
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0104 7026.05 | 405.30 | 2.000 | 810.60
|
| W-THRIE BEAM TRANSITION SECTION | EACH | 2.000 | 810.60
|
| | | 1.000 | 405.30
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 26,049.15
|
| | Current | 26,049.15
|
| | In place | 7,447.54
|
| | This Estimate | 0.00
|
| | |
|
| 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
|
| | | 279.000 | 130,362.75
|
| | 14.000 | 6,541.50
|
| | |
|
| 0106 0001.08 | 0.50 | 19,228.000 | 9,614.00
|
| BARRICADE, TYPE II | BDAY | 19,228.000 | 9,614.00
|
| | | 15,572.500 | 7,786.25
|
| | 721.000 | 360.50
|
| | |
|
| 0107 0001.10 | 3.15 | 1,397.000 | 4,400.55
|
| BARRICADE, TYPE III | BDAY | 1,397.000 | 4,400.55
|
| | | 1,778.000 | 5,600.70
|
| | 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
|
| | | 8,972.000 | 4,755.16
|
| | 0.000 | 0.00
|
| | |
|
| 0110 0002.97 | 36.75 | 324.000 | 11,907.00
|
| FLASHING ARROW PANEL | DAY | 324.000 | 11,907.00
|
| | | 258.000 | 9,481.50
|
| | 0.000 | 0.00
|
| | |
|
| 0111 0003.51 | 18.03 | 2,100.000 | 37,863.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 2,100.000 | 37,863.00
|
| | | 3,100.000 | 55,893.00
|
| | 0.000 | 0.00
|
| | |
|
| 0112 0003.58 | 2,100.00 | 2.000 | 4,200.00
|
| INERTIAL BARRIER SYSTEM | EACH | 2.000 | 4,200.00
|
| | | 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
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 314,053.02
|
| | Current | 314,053.02
|
| | In place | 260,359.33
|
| | This Estimate | 6,902.00
|
| | |
|
| Totals for contract | | Contracted | 4,481,971.29
|
|---|
| | Current | 4,614,893.28
|
|---|
| | In place | 3,079,762.46
|
|---|
| | This Estimate | 60,101.85
|
|---|