| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 3,529.98 | E21457
|
| | Expansion Bearings, Delivered Only | |
|
0047 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 1,484.00 | E21457
|
| | Fixed Bearings, Delivered Only | |
|
0052 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 1,228.92 | 484273
|
| | Structural Steel for Substructure, Del. Only | |
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 10,898.98 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
| | Total for estimate 0002: | 17,141.88 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0052 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,228.92 | 484273
|
| | Structural Steel for Substructure, Del. Only | |
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,124.99 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
| | Total for estimate 0003: | -2,353.91 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,264.49 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
| | Total for estimate 0004: | -1,264.49 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -449.50 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
| | Total for estimate 0005: | -449.50 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0051 | 6071.11 | STEEL SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 71,417.50 | 24-S-02
|
| | Phase II Steel Superstructure, delivered only | |
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -248.00 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
0057 | 6951.12 | SHEAR CONNECTORS | |
|
| | S.P. Initial Payment | 1,965.42 | 24-S-02
|
| | Shear Connectors, delivered only | |
|
| | Total for estimate 0006: | 73,134.92 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Adjustment | -1,764.99 | E21457
|
| | Expansion Bearings, Delivered Only | |
|
0047 | 6005.83 | FIXED BEARING | |
|
| | S.P. Adjustment | -742.00 | E21457
|
| | Fixed Bearings, Delivered Only | |
|
0055 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -682.00 | 483564
|
| | Epoxy Coated Reinforcing Steel, Delivered Only | |
|
0057 | 6951.12 | SHEAR CONNECTORS | |
|
| | S.P. Adjustment | -873.52 | 24-S-02
|
| | Shear Connectors, delivered only | |
|
| | Total for estimate 0007: | -4,062.51 |
|
| | Total remaining for contract: | 82,146.39 |
|
---|
| | | 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 L020.00 | 2.01 | 1,198.000 | 2,407.98
|
EROSION CONTROL | SY | 1,198.000 | 2,407.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L022.11 | 4.02 | 509.000 | 2,046.18
|
FABRIC SILT FENCE-LOW POROSITY | LF | 509.000 | 2,046.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.10 | 4,787.17 | 1.000 | 4,787.17
|
MOBILIZATION | LS | 1.000 | 4,787.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1009.00 | 1,003.75 | 1.000 | 1,003.75
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,003.75
|
| | 0.750 | 752.81
|
| | 0.750 | 752.81
|
| | |
|
0005 1011.00 | 10.04 | 22.000 | 220.88
|
WATER | MGAL | 22.000 | 220.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1030.00 | 6.93 | 4,282.000 | 29,674.26
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 4,282.000 | 29,674.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1101.00 | 7.93 | 338.000 | 2,680.34
|
REMOVE PAVEMENT | SY | 338.000 | 2,680.34
|
| | 14.850 | 117.76
|
| | 0.000 | 0.00
|
| | |
|
0008 1102.00 | 4.02 | 402.600 | 1,618.45
|
REMOVE ASPHALT SURFACE | SY | 402.600 | 1,618.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1102.05 | 7.03 | 559.000 | 3,929.77
|
REMOVE ASPHALT SURFACING FROM PAVEMENT | SY | 559.000 | 3,929.77
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 7017.50 | 2.51 | 2,056.750 | 5,162.44
|
REMOVE & SALVAGE GUARDRAIL | LF | 2,056.750 | 5,162.44
|
| | 617.500 | 1,549.93
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 53,531.22
|
| | Current | 53,531.22
|
| | In place | 2,420.50
|
| | This Estimate | 752.81
|
| | |
|
GROUP 4 CULVERTS | | |
|
0011 0030.40 | 2,991.98 | 1.000 | 2,991.98
|
MOBILIZATION | LS | 1.000 | 2,991.98
|
| | 1.000 | 2,991.98
|
| | 0.000 | 0.00
|
| | |
|
0012 1043.50 | 1.91 | 93.000 | 177.63
|
RIPRAP FILTER FABRIC | SY | 93.000 | 177.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1119.00 | 200.75 | 4.000 | 803.00
|
REMOVE INLET | EACH | 4.000 | 803.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4012.29 | 1,063.98 | 1.000 | 1,063.98
|
RECONSTRUCT CURB INLET | EACH | 1.000 | 1,063.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4035.25 | 200.75 | 2.000 | 401.50
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 2.000 | 401.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4040.00 | 130.49 | 4.000 | 521.96
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 4.000 | 521.96
|
| | 4.000 | 521.96
|
| | 0.000 | 0.00
|
| | |
|
0017 4044.00 | 2,198.21 | 1.000 | 2,198.21
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,198.21
|
AT STA. 181+56 | | 1.000 | 2,198.21
|
| | 0.000 | 0.00
|
| | |
|
0018 4044.01 | 2,007.50 | 1.000 | 2,007.50
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,007.50
|
AT STA. 198+82 | | 1.000 | 2,007.50
|
| | 0.000 | 0.00
|
| | |
|
0019 4044.02 | 2,198.21 | 1.000 | 2,198.21
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,198.21
|
AT STA. 204+57 | | 1.000 | 2,198.21
|
| | 0.000 | 0.00
|
| | |
|
0020 4044.03 | 2,800.47 | 1.000 | 2,800.47
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,800.47
|
AT STA. 251+87 | | 1.000 | 2,800.47
|
| | 1.000 | 2,800.47
|
| | |
|
0021 4050.01 | 10.04 | 765.000 | 7,680.60
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 765.000 | 7,680.60
|
| | 45.778 | 459.61
|
| | 18.778 | 188.53
|
| | |
|
0022 4051.01 | 14.05 | 188.000 | 2,641.40
|
EXCAVATION FOR BOX CULVERTS | CY | 188.000 | 2,641.40
|
| | 166.203 | 2,335.15
|
| | 37.000 | 519.85
|
| | |
|
0023 4100.06 | 531.99 | 7.600 | 4,043.12
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 7.600 | 4,043.12
|
| | 3.600 | 1,915.16
|
| | 0.000 | 0.00
|
| | |
|
0024 4101.06 | 256.96 | 172.100 | 44,222.82
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 172.100 | 44,222.82
|
| | 159.682 | 41,031.89
|
| | 36.928 | 9,489.02
|
| | |
|
0025 4107.07 | 632.36 | 5.400 | 3,414.74
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 5.400 | 3,414.74
|
| | 3.080 | 1,947.67
|
| | 0.000 | 0.00
|
| | |
|
0026 4130.06 | 632.36 | 0.360 | 227.65
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.360 | 227.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4150.00 | 0.90 | 994.000 | 894.60
|
REINFORCING STEEL FOR HEADWALL | LB | 994.000 | 894.60
|
| | 560.000 | 504.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4151.00 | 0.56 | 20,485.000 | 11,471.60
|
REINFORCING STEEL FOR BOX CULVERT | LB | 20,485.000 | 11,471.60
|
| | 19,341.000 | 10,830.96
|
| | 3,432.000 | 1,921.92
|
| | |
|
0029 4157.00 | 0.50 | 212.000 | 106.00
|
REINFORCING STEEL FOR COLLARS | LB | 212.000 | 106.00
|
| | 212.000 | 106.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4350.72 | 76.18 | 109.000 | 8,303.62
|
72" CORRUGATED METAL PIPE | LF | 109.000 | 8,303.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4450.36 | 115.33 | 52.000 | 5,997.16
|
36" REINFORCED CONCRETE PIPE | LF | 52.000 | 5,997.16
|
| | 52.000 | 5,997.16
|
| | 0.000 | 0.00
|
| | |
|
0032 4450.48 | 98.47 | 28.000 | 2,757.16
|
48" REINFORCED CONCRETE PIPE | LF | 28.000 | 2,757.16
|
| | 28.000 | 2,757.16
|
| | 0.000 | 0.00
|
| | |
|
0033 4461.48 | 724.71 | 2.000 | 1,449.42
|
INSTALL 48" CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,449.42
|
| | 2.000 | 1,449.42
|
| | 0.000 | 0.00
|
| | |
|
0034 4670.05 | 131.69 | 8.000 | 1,053.52
|
CULVERT SANDFILL | CY | 8.000 | 1,053.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6104.00 | 18.07 | 84.000 | 1,517.88
|
BROKEN CONCRETE RIPRAP | TON | 84.000 | 1,517.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6002 4051.12 | 25.70 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | CY | 50.000 | 1,285.00
|
Granular Material to replace unsuitable material u/box culv. | | 43.241 | 1,111.30
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 110,945.73
|
| | Current | 112,230.73
|
| | In place | 83,163.81
|
| | This Estimate | 14,919.79
|
| | |
|
GROUP 4A CULVERT AT STA. 238+30 | | |
|
0036 0030.40 | 2,991.98 | 1.000 | 2,991.98
|
MOBILIZATION | LS | 1.000 | 2,991.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4044.04 | 8,030.01 | 1.000 | 8,030.01
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 8,030.01
|
AT STA. 238+30 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4051.01 | 20.08 | 126.000 | 2,530.08
|
EXCAVATION FOR BOX CULVERTS | CY | 126.000 | 2,530.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 4101.06 | 254.95 | 155.990 | 39,769.65
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 155.990 | 39,769.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 4151.00 | 0.56 | 18,349.000 | 10,275.44
|
REINFORCING STEEL FOR BOX CULVERT | LB | 18,349.000 | 10,275.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CULVERT AT STA. 238+30 | | Contracted | 63,597.16
|
| | Current | 63,597.16
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 216+36 | | |
|
0041 0030.60 | 35,523.60 | 1.000 | 35,523.60
|
MOBILIZATION | LS | 1.000 | 35,523.60
|
| | 1.000 | 35,523.60
|
| | 0.000 | 0.00
|
| | |
|
0042 1010.01 | 3.76 | 1,560.000 | 5,865.60
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,560.000 | 5,865.60
|
| | 780.000 | 2,932.80
|
| | 0.000 | 0.00
|
| | |
|
0043 1043.50 | 3.10 | 471.900 | 1,462.89
|
RIPRAP FILTER FABRIC | SY | 471.900 | 1,462.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 3050.15 | 202.66 | 205.900 | 41,727.69
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 205.900 | 41,727.69
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 3051.10 | 0.52 | 25,459.000 | 13,238.68
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 25,459.000 | 13,238.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 6005.78 | 1,370.26 | 6.000 | 8,221.56
|
EXPANSION BEARING, TFE TYPE | EACH | 6.000 | 8,221.56
|
| | 3.000 | 4,110.78
|
| | 3.000 | 4,110.78
|
| | |
|
0047 6005.83 | 1,300.28 | 2.000 | 2,600.56
|
FIXED BEARING | EACH | 2.000 | 2,600.56
|
| | 1.000 | 1,300.28
|
| | 1.000 | 1,300.28
|
| | |
|
0048 6010.22 | 353.40 | 188.300 | 66,545.22
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 188.300 | 66,545.22
|
| | 150.000 | 53,010.00
|
| | 32.000 | 11,308.80
|
| | |
|
0049 6010.26 | 301.93 | 486.900 | 147,009.72
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 486.900 | 147,009.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 6030.00 | 75,673.64 | 1.000 | 75,673.64
|
PREPARATION OF BRIDGE | EACH | 1.000 | 75,673.64
|
AT STA. 216+36 | | 0.600 | 45,404.18
|
| | 0.000 | 0.00
|
| | |
|
0051 6071.11 | 171,029.99 | 1.000 | 171,029.99
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 171,029.99
|
AT STA. 216+36 | | 0.500 | 85,515.00
|
| | 0.000 | 0.00
|
| | |
|
0052 6080.00 | 2.70 | 1,600.000 | 4,320.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,600.000 | 4,320.00
|
| | 1,600.000 | 4,320.00
|
| | 0.000 | 0.00
|
| | |
|
0053 6104.00 | 16.31 | 312.000 | 5,088.72
|
BROKEN CONCRETE RIPRAP | TON | 312.000 | 5,088.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 6105.02 | 25.70 | 1,105.000 | 28,398.50
|
ROCK RIPRAP, TYPE B | TON | 1,105.000 | 28,398.50
|
| | 59.260 | 1,522.98
|
| | 59.260 | 1,522.98
|
| | |
|
0055 6131.50 | 0.51 | 105,956.000 | 54,037.56
|
EPOXY COATED REINFORCING STEEL | LB | 105,956.000 | 54,037.56
|
| | 12,158.000 | 6,200.58
|
| | 2,200.000 | 1,122.00
|
| | |
|
0056 6210.12 | 23.44 | 1,120.000 | 26,252.80
|
HP 10"X42# STEEL PILING | LF | 1,120.000 | 26,252.80
|
| | 679.200 | 15,920.45
|
| | 0.000 | 0.00
|
| | |
|
0057 6951.12 | 3.13 | 3,222.000 | 10,084.86
|
SHEAR CONNECTORS | EACH | 3,222.000 | 10,084.86
|
| | 1,432.000 | 4,482.16
|
| | 1,432.000 | 4,482.16
|
| | |
|
6001 6210.12 | 14.06 | 0.000 | 0.00
|
HP 10"X42# STEEL PILING | LF | 40.000 | 562.40
|
HP 10"x42# Steel Piling | | 77.800 | 1,093.87
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 216+36 | | Contracted | 697,081.59
|
| | Current | 697,643.99
|
| | In place | 261,336.68
|
| | This Estimate | 23,847.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0058 0030.70 | 592.21 | 1.000 | 592.21
|
MOBILIZATION | LS | 1.000 | 592.21
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 7011.20 | 14.40 | 100.000 | 1,440.00
|
W-BEAM GUARDRAIL | LF | 100.000 | 1,440.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 7019.50 | 19,347.30 | 1.000 | 19,347.30
|
IMPACT ATTENUATOR | EACH | 1.000 | 19,347.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 7020.00 | 1,254.69 | 3.000 | 3,764.07
|
BRIDGE APPROACH SECTIONS | EACH | 3.000 | 3,764.07
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 7024.27 | 1,606.00 | 3.000 | 4,818.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 3.000 | 4,818.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 29,961.58
|
| | Current | 29,961.58
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0063 L001.02 | 468.75 | 4.000 | 1,875.00
|
SEEDING, TYPE B | ACRE | 4.000 | 1,875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 L032.75 | 85.32 | 9.000 | 767.88
|
MULCH | TON | 9.000 | 767.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 0030.90 | 52,279.88 | 1.000 | 52,279.88
|
MOBILIZATION | LS | 1.000 | 52,279.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 2010.03 | 33.79 | 50.000 | 1,689.50
|
CRUSHED ROCK SURFACE COURSE | TON | 50.000 | 1,689.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 2021.00 | 50.19 | 2.000 | 100.38
|
MAILBOX POST | EACH | 2.000 | 100.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 3040.11 | 101.65 | 10.700 | 1,087.66
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 10.700 | 1,087.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 3040.12 | 101.17 | 178.500 | 18,058.85
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 178.500 | 18,058.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 3040.13 | 99.87 | 137.300 | 13,712.15
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 137.300 | 13,712.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 3041.25 | 560.39 | 24.000 | 13,449.36
|
BITUMINOUS PATCHING | TON | 24.000 | 13,449.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 3221.05 | 102.74 | 202.000 | 20,753.48
|
CONCRETE PAVEMENT, CLASS PR-3625 | SY | 202.000 | 20,753.48
|
JOINT REPAIR | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 9000.75 | 14.56 | 100.000 | 1,456.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 100.000 | 1,456.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 9005.00 | 63.24 | 100.000 | 6,324.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 6,324.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 9005.23 | 25.63 | 4,890.000 | 125,330.70
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 4,890.000 | 125,330.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 9005.45 | 31.32 | 7,190.000 | 225,190.80
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 7,190.000 | 225,190.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 9009.00 | 10.98 | 577.000 | 6,335.46
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 577.000 | 6,335.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 9009.88 | 37.27 | 826.000 | 30,785.02
|
SURFACING 10" | SY | 826.000 | 30,785.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 9020.92 | 161.80 | 5.400 | 873.72
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | TON | 5.400 | 873.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 9021.01 | 161.80 | 388.260 | 62,820.47
|
PERFORMANCE GRADED BINDER (64-22) | TON | 388.260 | 62,820.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9021.03 | 161.80 | 264.060 | 42,724.91
|
PERFORMANCE GRADED BINDER (58-28) | TON | 264.060 | 42,724.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9034.00 | 4.61 | 81.000 | 373.41
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 81.000 | 373.41
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9053.00 | 0.79 | 10,060.000 | 7,947.40
|
TACK COAT | GAL | 10,060.000 | 7,947.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9111.00 | 5.02 | 55.000 | 276.10
|
WATER | MGAL | 55.000 | 276.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 9170.00 | 100.38 | 220.433 | 22,127.06
|
EARTH SHOULDER CONSTRUCTION | STA | 220.433 | 22,127.06
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 9179.80 | 1,003.75 | 6.000 | 6,022.50
|
MILLING CONCRETE FOR INLAYS | EACH | 6.000 | 6,022.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 9186.00 | 6.02 | 511.000 | 3,076.22
|
CONCRETE SURFACE MILLING | SY | 511.000 | 3,076.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0088 9188.50 | 21.08 | 195.000 | 4,110.60
|
SURFACING UNDER GUARDRAIL | SY | 195.000 | 4,110.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 9300.50 | 1,453.16 | 1.000 | 1,453.16
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 1,453.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 671,001.66
|
| | Current | 671,001.66
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0090 0001.08 | 0.50 | 1,808.000 | 904.00
|
BARRICADE, TYPE II | BDAY | 1,808.000 | 904.00
|
| | 864.000 | 432.00
|
| | 132.000 | 66.00
|
| | |
|
0091 0001.10 | 1.85 | 1,982.000 | 3,666.70
|
BARRICADE, TYPE III | BDAY | 1,982.000 | 3,666.70
|
| | 3,168.000 | 5,860.80
|
| | 594.000 | 1,098.90
|
| | |
|
0092 0001.30 | 2.11 | 698.000 | 1,472.78
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 698.000 | 1,472.78
|
| | 378.000 | 797.58
|
| | 44.000 | 92.84
|
| | |
|
0093 0001.75 | 5.27 | 460.000 | 2,424.20
|
TEMPORARY SIGN DAY | EACH | 460.000 | 2,424.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 0001.90 | 0.40 | 9,506.000 | 3,802.40
|
SIGN DAY | EACH | 9,506.000 | 3,802.40
|
| | 4,092.000 | 1,636.80
|
| | 528.000 | 211.20
|
| | |
|
0095 0002.30 | 0.55 | 1,050.000 | 577.50
|
PAVEMENT MARKING REMOVAL | LF | 1,050.000 | 577.50
|
| | 1,508.000 | 829.40
|
| | 0.000 | 0.00
|
| | |
|
0096 0002.31 | 1.00 | 3,000.000 | 3,000.00
|
TEMPORARY PAVEMENT MARKING | LF | 3,000.000 | 3,000.00
|
| | 2,344.000 | 2,344.00
|
| | 0.000 | 0.00
|
| | |
|
0097 0002.55 | 10.04 | 221.820 | 2,227.07
|
OVERLAY BROKEN LINES | STA | 221.820 | 2,227.07
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 0002.60 | 10.04 | 443.640 | 4,454.15
|
OVERLAY SOLID LINES | STA | 443.640 | 4,454.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 0003.10 | 174.88 | 78.000 | 13,640.64
|
FLAGGING | DAY | 78.000 | 13,640.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 0003.51 | 15.42 | 1,080.000 | 16,653.60
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 1,080.000 | 16,653.60
|
| | 780.000 | 12,027.60
|
| | 0.000 | 0.00
|
| | |
|
0101 0003.70 | 401.50 | 8.000 | 3,212.00
|
TEMPORARY RUMBLE STRIP | EACH | 8.000 | 3,212.00
|
| | 8.000 | 3,212.00
|
| | 0.000 | 0.00
|
| | |
|
0102 0003.75 | 11,016.17 | 1.000 | 11,016.17
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 11,016.17
|
| | 1.000 | 11,016.17
|
| | 0.000 | 0.00
|
| | |
|
0103 0010.04 | 1,405.25 | 1.000 | 1,405.25
|
FIELD OFFICE | EACH | 1.000 | 1,405.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0104 0030.00 | 21,802.83 | 1.000 | 21,802.83
|
MOBILIZATION | LS | 1.000 | 21,802.83
|
| | 1.000 | 21,802.83
|
| | 0.000 | 0.00
|
| | |
|
0105 9110.01 | 115.85 | 20.000 | 2,317.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 2,317.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 9110.02 | 93.65 | 15.000 | 1,404.75
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 15.000 | 1,404.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0107 9110.03 | 87.40 | 20.000 | 1,748.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 1,748.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0108 9110.07 | 67.87 | 20.000 | 1,357.40
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 1,357.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 97,086.44
|
| | Current | 97,086.44
|
| | In place | 59,959.18
|
| | This Estimate | 1,468.94
|
| | |
|
Totals for contract | | Contracted | 1,723,205.39
|
---|
| | Current | 1,725,052.79
|
---|
| | In place | 406,880.17
|
---|
| | This Estimate | 40,988.54
|
---|