| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 11,426.94 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | S.P. Adjustment | -1,620.00 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0003: | 9,806.94 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,738.53 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0005: | -1,738.53 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0065 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 3,908.48 | E22731
|
| | Expansion Bearing, TFE Type | |
|
0066 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 3,024.48 | E22731
|
| | Fixed Bearings | |
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,829.52 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0006: | 5,103.44 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -162.00 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0007: | -162.00 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0065 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Adjustment | -3,908.48 | E22731
|
| | Expansion Bearing, TFE Type | |
|
0066 | 6005.83 | FIXED BEARING | |
|
| | S.P. Adjustment | -3,024.48 | E22731
|
| | Fixed Bearings | |
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,350.00 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0008: | -8,282.96 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0068 | 6010.28 | CLASS 47BD-5000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 4,913.80 | 1568
|
| | Stay-in-place bridge deck forms | |
|
0071 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 1,078.00 | 21347
|
| | Structural Steel for Substucture | |
|
| | Total for estimate 0010: | 5,991.80 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0068 | 6010.28 | CLASS 47BD-5000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,456.90 | 1568
|
| | Stay-in-place bridge deck forms | |
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -270.00 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | S.P. Initial Payment | 9,928.06 | 3260
|
| | Epoxy Reinforcing Steel for the Bridge Deck | |
|
| | S.P. Adjustment | -620.00 | 3260
|
| | Epoxy Reinforcing Steel for the Bridge Deck | |
|
| | Total for estimate 0011: | 6,581.16 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0068 | 6010.28 | CLASS 47BD-5000 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,456.90 | 1568
|
| | Stay-in-place bridge deck forms | |
|
0071 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,078.00 | 21347
|
| | Structural Steel for Substucture | |
|
0073 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -4,456.89 | 2959
|
| | Epoxy Coated Re-Steel | |
|
| | S.P. Adjustment | -9,308.06 | 3260
|
| | Epoxy Reinforcing Steel for the Bridge Deck | |
|
| | Total for estimate 0012: | -17,299.85 |
|
| | Total remaining for contract: | 0.00 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L001.01 | 784.00 | 7.000 | 5,488.00
|
SEEDING, TYPE A | ACRE | 7.000 | 5,488.00
|
| | 7.750 | 6,076.00
|
| | 0.750 | 588.00
|
| | |
|
0002 L020.00 | 2.02 | 2,031.000 | 4,102.62
|
EROSION CONTROL | SY | 2,031.000 | 4,102.62
|
| | 2,900.000 | 5,858.00
|
| | 400.000 | 808.00
|
| | |
|
0003 L020.09 | 13.44 | 721.000 | 9,690.24
|
EROSION CONTROL, TYPE AAA | SY | 721.000 | 9,690.24
|
| | 721.000 | 9,690.24
|
| | 0.000 | 0.00
|
| | |
|
0004 L022.11 | 2.58 | 3,926.000 | 10,129.08
|
FABRIC SILT FENCE-LOW POROSITY | LF | 3,926.000 | 10,129.08
|
| | 2,730.000 | 7,043.40
|
| | 0.000 | 0.00
|
| | |
|
0005 L032.75 | 89.60 | 14.000 | 1,254.40
|
MULCH | TON | 14.000 | 1,254.40
|
| | 14.000 | 1,254.40
|
| | 0.000 | 0.00
|
| | |
|
0006 0030.10 | 20,541.00 | 1.000 | 20,541.00
|
MOBILIZATION | LS | 1.000 | 20,541.00
|
| | 1.000 | 20,541.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1000.00 | 280.00 | 3.000 | 840.00
|
LARGE TREE REMOVAL | EACH | 3.000 | 840.00
|
| | 7.000 | 1,960.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1009.00 | 3,920.00 | 1.000 | 3,920.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,920.00
|
| | 1.000 | 3,920.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1011.00 | 16.80 | 347.000 | 5,829.60
|
WATER | MGAL | 347.000 | 5,829.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1030.00 | 1.83 | 62,018.000 | 113,492.94
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 62,018.000 | 113,492.94
|
| | 62,018.000 | 113,492.94
|
| | 0.000 | 0.00
|
| | |
|
0011 1040.05 | 0.17 | 23,411.000 | 3,979.87
|
TEMPORARY SLOPE PROTECTION | SY | 23,411.000 | 3,979.87
|
| | 23,411.000 | 3,979.87
|
| | 0.000 | 0.00
|
| | |
|
0012 1101.00 | 5.42 | 1,223.000 | 6,628.66
|
REMOVE PAVEMENT | SY | 1,223.000 | 6,628.66
|
| | 1,223.000 | 6,628.66
|
| | 0.000 | 0.00
|
| | |
|
0013 1111.00 | 1.68 | 1,052.000 | 1,767.36
|
REMOVE FENCE | LF | 1,052.000 | 1,767.36
|
| | 1,052.000 | 1,767.36
|
| | 0.000 | 0.00
|
| | |
|
0014 2009.52 | 0.39 | 11,226.000 | 4,378.14
|
CRUSHED ROCK EMBEDMENT | SY | 11,226.000 | 4,378.14
|
| | 11,226.000 | 4,378.14
|
| | 0.000 | 0.00
|
| | |
|
0015 2010.03 | 13.05 | 1,170.000 | 15,268.50
|
CRUSHED ROCK SURFACE COURSE | TON | 1,170.000 | 15,268.50
|
| | 1,368.000 | 17,852.40
|
| | 0.000 | 0.00
|
| | |
|
0016 7017.00 | 1.40 | 4,851.000 | 6,791.40
|
REMOVE GUARDRAIL | LF | 4,851.000 | 6,791.40
|
| | 4,851.000 | 6,791.40
|
| | 0.000 | 0.00
|
| | |
|
0017 7105.00 | 113.00 | 9.000 | 1,017.00
|
CORNER POSTS | EACH | 9.000 | 1,017.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 7130.00 | 1.97 | 1,033.000 | 2,035.01
|
BARBED WIRE FENCE | LF | 1,033.000 | 2,035.01
|
| | 2,299.000 | 4,529.03
|
| | 0.000 | 0.00
|
| | |
|
0019 9009.88 | 32.98 | 1,223.000 | 40,334.54
|
SURFACING 10" | SY | 1,223.000 | 40,334.54
|
| | 1,223.000 | 40,334.54
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 257,488.36
|
| | Current | 257,488.36
|
| | In place | 256,097.38
|
| | This Estimate | 1,396.00
|
| | |
|
GROUP 1A MSE WALL | | |
|
0020 0030.40 | 3,432.00 | 1.000 | 3,432.00
|
MOBILIZATION | LS | 1.000 | 3,432.00
|
| | 1.000 | 3,432.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4095.00 | 24.06 | 4,723.000 | 113,635.38
|
CONCRETE FACE PANELS | SF | 4,723.000 | 113,635.38
|
| | 4,723.000 | 113,635.38
|
| | 0.000 | 0.00
|
| | |
|
0022 4095.10 | 15.15 | 344.000 | 5,211.60
|
CONCRETE LEVELING PADS | LF | 344.000 | 5,211.60
|
| | 344.000 | 5,211.60
|
| | 0.000 | 0.00
|
| | |
|
0023 4095.20 | 39.34 | 355.000 | 13,965.70
|
COPING | LF | 355.000 | 13,965.70
|
| | 355.000 | 13,965.70
|
| | 0.000 | 0.00
|
| | |
|
0024 4350.21 | 19.66 | 380.000 | 7,470.80
|
21" CORRUGATED METAL PIPE | LF | 380.000 | 7,470.80
|
| | 507.000 | 9,967.62
|
| | 0.000 | 0.00
|
| | |
|
0025 8024.75 | 14.51 | 4,425.000 | 64,206.75
|
SELECT GRANULAR BACKFILL FOR MSE WALL | CY | 4,425.000 | 64,206.75
|
| | 4,425.000 | 64,206.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALL | | Contracted | 207,922.23
|
| | Current | 207,922.23
|
| | In place | 210,419.05
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0026 P300.36 | 37.05 | 58.000 | 2,148.90
|
36" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 58.000 | 2,148.90
|
| | 58.000 | 2,148.90
|
| | 0.000 | 0.00
|
| | |
|
0027 P310.42 | 74.93 | 233.000 | 17,458.69
|
42" CULVERT PIPE, TYPE 2,4 OR 5 | LF | 233.000 | 17,458.69
|
| | 233.000 | 17,458.69
|
| | 0.000 | 0.00
|
| | |
|
0028 P402.15 | 24.24 | 47.000 | 1,139.28
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 47.000 | 1,139.28
|
| | 47.000 | 1,139.28
|
| | 0.000 | 0.00
|
| | |
|
0029 P700.15 | 28.06 | 23.000 | 645.38
|
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | LF | 23.000 | 645.38
|
| | 23.000 | 645.38
|
| | 0.000 | 0.00
|
| | |
|
0030 0030.40 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4004.60 | 2.80 | 404.000 | 1,131.20
|
CAST IRON COVER, GRATE, AND FRAME | LB | 404.000 | 1,131.20
|
| | 404.000 | 1,131.20
|
| | 0.000 | 0.00
|
| | |
|
0032 4040.00 | 338.00 | 4.000 | 1,352.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 8.000 | 2,704.00
|
| | 8.000 | 2,704.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4050.01 | 2.63 | 1,402.000 | 3,687.26
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 1,402.000 | 3,687.26
|
| | 1,402.000 | 3,687.26
|
| | 0.000 | 0.00
|
| | |
|
0034 4105.59 | 452.00 | 5.100 | 2,305.20
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 5.100 | 2,305.20
|
| | 5.100 | 2,305.20
|
| | 0.000 | 0.00
|
| | |
|
0035 4155.50 | 0.26 | 335.000 | 87.10
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 335.000 | 87.10
|
| | 335.000 | 87.10
|
| | 0.000 | 0.00
|
| | |
|
0036 4310.36 | 505.00 | 2.000 | 1,010.00
|
36" FLARED-END SECTION | EACH | 2.000 | 1,010.00
|
| | 2.000 | 1,010.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4310.42 | 713.00 | 2.000 | 1,426.00
|
42" FLARED-END SECTION | EACH | 2.000 | 1,426.00
|
| | 2.000 | 1,426.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4670.05 | 16.72 | 21.000 | 351.12
|
CULVERT SANDFILL | CY | 21.000 | 351.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 4043.00 | 9.63 | 0.000 | 0.00
|
REMOVE CULVERT PIPE | LF | 260.000 | 2,503.80
|
| | 260.000 | 2,503.80
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 36,242.13
|
| | Current | 40,097.93
|
| | In place | 39,746.81
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 7+80.14 | | |
|
0058 0030.60 | 43,311.00 | 1.000 | 43,311.00
|
MOBILIZATION | LS | 1.000 | 43,311.00
|
| | 1.000 | 43,311.00
|
| | 0.000 | 0.00
|
| | |
|
0059 3050.16 | 193.54 | 71.900 | 13,915.53
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-5000 | CY | 71.900 | 13,915.53
|
| | 71.900 | 13,915.53
|
| | 0.000 | 0.00
|
| | |
|
0060 3051.10 | 0.62 | 10,845.000 | 6,723.90
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 10,845.000 | 6,723.90
|
| | 10,845.000 | 6,723.90
|
| | 0.000 | 0.00
|
| | |
|
0061 6000.10 | 1,909.00 | 1.000 | 1,909.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,909.00
|
| | 1.000 | 1,909.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6000.11 | 1,909.00 | 1.000 | 1,909.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,909.00
|
| | 1.000 | 1,909.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6000.20 | 7,845.00 | 1.000 | 7,845.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 7,845.00
|
| | 1.000 | 7,845.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6005.35 | 57.75 | 32.300 | 1,865.32
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 32.300 | 1,865.32
|
| | 32.000 | 1,848.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6005.78 | 604.00 | 8.000 | 4,832.00
|
EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 4,832.00
|
| | 8.000 | 4,832.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6005.83 | 480.00 | 8.000 | 3,840.00
|
FIXED BEARING | EACH | 8.000 | 3,840.00
|
| | 8.000 | 3,840.00
|
| | 0.000 | 0.00
|
| | |
|
0067 6010.22 | 238.10 | 161.400 | 38,429.34
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 161.400 | 38,429.34
|
| | 161.400 | 38,429.34
|
| | 0.000 | 0.00
|
| | |
|
0068 6010.28 | 245.69 | 260.500 | 64,002.25
|
CLASS 47BD-5000 CONCRETE FOR BRIDGE | CY | 260.500 | 64,002.25
|
| | 260.500 | 64,002.26
|
| | 0.000 | 0.00
|
| | |
|
0069 6011.11 | 104,546.00 | 1.000 | 104,546.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 104,546.00
|
AT STA. 7+80.14 | | 1.000 | 104,546.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6040.00 | 30,085.00 | 1.000 | 30,085.00
|
REMOVE STRUCTURE | EACH | 1.000 | 30,085.00
|
AT STA. 7+86.14 | | 1.000 | 30,085.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6080.00 | 3.74 | 366.000 | 1,368.84
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 385.000 | 1,439.90
|
| | 385.000 | 1,439.90
|
| | 0.000 | 0.00
|
| | |
|
0072 6095.00 | 453.00 | 6.000 | 2,718.00
|
STEEL DIAPHRAGM | EACH | 6.000 | 2,718.00
|
| | 6.000 | 2,718.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6131.50 | 0.62 | 68,218.000 | 42,295.16
|
EPOXY COATED REINFORCING STEEL | LB | 68,218.000 | 42,295.16
|
| | 68,218.000 | 42,295.16
|
| | 0.000 | 0.00
|
| | |
|
0074 6139.50 | 35.93 | 56.400 | 2,026.45
|
SUBSURFACE DRAINAGE MATTING | SY | 56.400 | 2,026.45
|
| | 56.400 | 2,026.45
|
| | 0.000 | 0.00
|
| | |
|
0075 6210.50 | 21.28 | 2,700.000 | 57,456.00
|
PIPE PILING | LF | 2,700.000 | 57,456.00
|
| | 2,700.000 | 57,456.00
|
| | 0.000 | 0.00
|
| | |
|
0076 6501.00 | 7,997.00 | 1.000 | 7,997.00
|
PENETRATING PROTECTIVE CONCRETE SEALANT | LS | 1.000 | 7,997.00
|
| | 1.000 | 7,997.00
|
| | 0.000 | 0.00
|
| | |
|
0077 8091.00 | 11.61 | 187.800 | 2,180.36
|
GRANULAR BACKFILL | CY | 187.800 | 2,180.36
|
| | 187.800 | 2,180.36
|
| | 0.000 | 0.00
|
| | |
|
4002 6501.00 | 1,680.00 | 0.000 | 0.00
|
PENETRATING PROTECTIVE CONCRETE SEALANT | LS | 1.000 | 1,680.00
|
| | 1.000 | 1,680.00
|
| | 1.000 | 1,680.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 7+80.14 | | Contracted | 439,255.15
|
| | Current | 441,006.21
|
| | In place | 440,988.90
|
| | This Estimate | 1,680.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0078 0030.70 | 884.00 | 1.000 | 884.00
|
MOBILIZATION | LS | 1.000 | 884.00
|
| | 1.000 | 884.00
|
| | 0.000 | 0.00
|
| | |
|
0079 7011.20 | 33.60 | 75.000 | 2,520.00
|
W-BEAM GUARDRAIL | LF | 75.000 | 2,520.00
|
| | 75.000 | 2,520.00
|
| | 0.000 | 0.00
|
| | |
|
0080 7019.80 | 4,788.00 | 2.000 | 9,576.00
|
PERMANENT INERTIAL BARRIER SYSTEM | EACH | 2.000 | 9,576.00
|
| | 2.000 | 9,576.00
|
| | 0.000 | 0.00
|
| | |
|
0081 7020.00 | 1,400.00 | 4.000 | 5,600.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,600.00
|
| | 4.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0082 7024.27 | 1,848.00 | 4.000 | 7,392.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 7,392.00
|
| | 4.000 | 7,392.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 25,972.00
|
| | Current | 25,972.00
|
| | In place | 25,972.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0083 0001.08 | 0.50 | 7,850.000 | 3,925.00
|
BARRICADE, TYPE II | BDAY | 7,850.000 | 3,925.00
|
| | 2,228.000 | 1,114.00
|
| | 0.000 | 0.00
|
| | |
|
0084 0001.10 | 1.51 | 5,437.000 | 8,209.87
|
BARRICADE, TYPE III | BDAY | 5,437.000 | 8,209.87
|
| | 8,983.000 | 13,564.33
|
| | 0.000 | 0.00
|
| | |
|
0085 0001.30 | 0.56 | 2,778.000 | 1,555.68
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,778.000 | 1,555.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 0001.75 | 6.72 | 653.000 | 4,388.16
|
TEMPORARY SIGN DAY | EACH | 653.000 | 4,388.16
|
| | 598.000 | 4,018.56
|
| | 0.000 | 0.00
|
| | |
|
0087 0001.90 | 0.06 | 18,306.000 | 1,098.36
|
SIGN DAY | EACH | 18,306.000 | 1,098.36
|
| | 9,828.000 | 589.68
|
| | 0.000 | 0.00
|
| | |
|
0088 0002.30 | 0.20 | 3,000.000 | 600.00
|
PAVEMENT MARKING REMOVAL | LF | 3,000.000 | 600.00
|
| | 5,683.000 | 1,136.60
|
| | 0.000 | 0.00
|
| | |
|
0089 0002.44 | 0.20 | 4,000.000 | 800.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 4,000.000 | 800.00
|
| | 6,783.000 | 1,356.60
|
| | 0.000 | 0.00
|
| | |
|
0090 0002.47 | 0.73 | 1,800.000 | 1,314.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 1,800.000 | 1,314.00
|
| | 6,783.000 | 4,951.59
|
| | 0.000 | 0.00
|
| | |
|
0091 0002.52 | 5.60 | 140.000 | 784.00
|
TEMPORARY PAVEMENT MARKING, TYPE RPM | EACH | 140.000 | 784.00
|
| | 143.000 | 800.80
|
| | 0.000 | 0.00
|
| | |
|
0092 0002.97 | 168.00 | 33.000 | 5,544.00
|
FLASHING ARROW PANEL | DAY | 33.000 | 5,544.00
|
| | 52.000 | 8,736.00
|
| | 0.000 | 0.00
|
| | |
|
0093 0003.10 | 246.66 | 25.000 | 6,166.50
|
FLAGGING | DAY | 25.000 | 6,166.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 0003.51 | 3.96 | 1,600.000 | 6,336.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 1,600.000 | 6,336.00
|
| | 1,600.000 | 6,336.00
|
| | 0.000 | 0.00
|
| | |
|
0095 0003.58 | 1,680.00 | 4.000 | 6,720.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 6,720.00
|
| | 4.000 | 6,720.00
|
| | 0.000 | 0.00
|
| | |
|
0096 0003.64 | 560.00 | 5.000 | 2,800.00
|
REPLACEMENT MODULE | EACH | 5.000 | 2,800.00
|
| | 24.000 | 13,440.00
|
| | 0.000 | 0.00
|
| | |
|
0097 0010.04 | 954.00 | 1.000 | 954.00
|
FIELD OFFICE | EACH | 1.000 | 954.00
|
| | 1.000 | 954.00
|
| | 0.000 | 0.00
|
| | |
|
0098 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 228.000 | 182.40
|
| | 0.000 | 0.00
|
| | |
|
0099 0030.00 | 392.00 | 1.000 | 392.00
|
MOBILIZATION | LS | 1.000 | 392.00
|
| | 1.000 | 392.00
|
| | 0.000 | 0.00
|
| | |
|
0100 9110.01 | 100.80 | 40.000 | 4,032.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 4,032.00
|
| | 21.100 | 2,126.88
|
| | 0.000 | 0.00
|
| | |
|
0101 9110.03 | 84.00 | 40.000 | 3,360.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 3,360.00
|
| | 17.700 | 1,486.80
|
| | 0.000 | 0.00
|
| | |
|
0102 9110.06 | 84.00 | 40.000 | 3,360.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 40.000 | 3,360.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0103 9110.07 | 72.80 | 40.000 | 2,912.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 2,912.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 66,051.57
|
| | Current | 66,051.57
|
| | In place | 67,906.24
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 1,032,931.44
|
---|
| | Current | 1,038,538.30
|
---|
| | In place | 1,041,130.38
|
---|
| | This Estimate | 3,076.00
|
---|