| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 24,765.54 | 444259
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | S.P. Initial Payment | 12,805.60 | 444465
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | S.P. Initial Payment | 12,963.59 | 445086
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | Total for estimate 0005: | 50,534.73 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 15,500.00 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0008: | 15,500.00 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,170.87 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -22,948.14 | 444259
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | S.P. Adjustment | -12,805.60 | 444465
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | S.P. Adjustment | -12,963.59 | 445086
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | Total for estimate 0009: | -49,888.20 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,464.75 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | 9,669.10 | 444259
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | Total for estimate 0010: | 8,204.35 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | 264.59 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | 315.17 | 444259
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | Total for estimate 0011: | 579.76 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,041.29 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -11,801.67 | 444259
|
| | EPOXY COATED RE-STEEL PHASE I | |
|
| | Total for estimate 0013: | -12,842.96 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,663.46 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0014: | -1,663.46 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -172.05 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0015: | -172.05 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,269.76 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0016: | -1,269.76 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,028.58 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0017: | -1,028.58 |
|
Est Nbr: | 0018 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -156.86 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0018: | -156.86 |
|
Est Nbr: | 0019 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -119.35 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0019: | -119.35 |
|
Est Nbr: | 0022 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 25,278.00 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | S.P. Adjustment | -2,550.99 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | Total for estimate 0022: | 22,727.01 |
|
Est Nbr: | 0024 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 11,352.12 | 470588
|
| | EPOXY RE-STEEL PHASE II (LOAD 2) | |
|
| | Total for estimate 0024: | 11,352.12 |
|
Est Nbr: | 0025 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -2,616.71 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -10,907.49 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | S.P. Adjustment | -10,907.49 | 470588
|
| | EPOXY RE-STEEL PHASE II (LOAD 2) | |
|
| | Total for estimate 0025: | -24,431.69 |
|
Est Nbr: | 0026 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -134.39 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -675.17 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | S.P. Adjustment | -444.63 | 470588
|
| | EPOXY RE-STEEL PHASE II (LOAD 2) | |
|
| | Total for estimate 0026: | -1,254.19 |
|
Est Nbr: | 0027 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,660.05 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -8,341.65 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | Total for estimate 0027: | -10,001.70 |
|
Est Nbr: | 0028 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -231.57 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,802.69 | 468366
|
| | EPOXY RE-STEEL PHASE II | |
|
| | Total for estimate 0028: | -3,034.26 |
|
Est Nbr: | 0033 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -754.23 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0033: | -754.23 |
|
Est Nbr: | 0034 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,134.14 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0034: | -1,134.14 |
|
Est Nbr: | 0035 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE | |
|
| | S.P. Adjustment | -1,162.50 | 1998419985
|
| | NEOPRENE TROUGH AND JT MATERIALS | |
|
| | Total for estimate 0035: | -1,162.50 |
|
| | Total remaining for contract: | -15.96 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 6 BRIDGE AT STA. 311+03.316 | | |
|
0001 L020.00 | 2.00 | 693.000 | 1,386.00
|
EROSION CONTROL | m2 | 693.000 | 1,386.00
|
| | 510.630 | 1,021.26
|
| | 0.000 | 0.00
|
| | |
|
0002 0001.08 | 0.50 | 6,010.000 | 3,005.00
|
BARRICADE, TYPE II | BDAY | 6,010.000 | 3,005.00
|
| | 6,781.000 | 3,390.50
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.10 | 1.50 | 2,404.000 | 3,606.00
|
BARRICADE, TYPE III | BDAY | 2,404.000 | 3,606.00
|
| | 2,770.000 | 4,155.00
|
| | 0.000 | 0.00
|
| | |
|
0004 0001.30 | 2.00 | 1,202.000 | 2,404.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,202.000 | 2,404.00
|
| | 1,116.000 | 2,232.00
|
| | 0.000 | 0.00
|
| | |
|
0005 0001.90 | 0.25 | 20,434.000 | 5,108.50
|
SIGN DAY | EACH | 20,434.000 | 5,108.50
|
| | 17,743.000 | 4,435.75
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.30 | 0.75 | 3,800.000 | 2,850.00
|
PAVEMENT MARKING REMOVAL | m | 3,800.000 | 2,850.00
|
| | 2,216.400 | 1,662.30
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.44 | 0.75 | 2,320.000 | 1,740.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 2,320.000 | 1,740.00
|
| | 8,180.000 | 6,135.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0002.47 | 0.40 | 2,320.000 | 928.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 2,320.000 | 928.00
|
| | 3,563.000 | 1,425.20
|
| | 0.000 | 0.00
|
| | |
|
0009 0003.10 | 150.00 | 50.000 | 7,500.00
|
FLAGGING | DAY | 50.000 | 7,500.00
|
| | 1.000 | 150.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0003.34 | 30.00 | 175.000 | 5,250.00
|
MODIFIED CONCRETE PROTECTION BARRIER | EACH | 175.000 | 5,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0003.51 | 45.00 | 575.000 | 25,875.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 575.000 | 25,875.00
|
| | 589.950 | 26,547.75
|
| | 0.000 | 0.00
|
| | |
|
0012 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 8.000 | 3,200.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0003.75 | 8,000.00 | 1.000 | 8,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0014 0010.04 | 2,500.00 | 1.000 | 2,500.00
|
FIELD OFFICE | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 1,044.000 | 835.20
|
| | 0.000 | 0.00
|
| | |
|
0016 0030.60 | 100,000.00 | 1.000 | 100,000.00
|
MOBILIZATION | LS | 1.000 | 100,000.00
|
| | 1.000 | 100,000.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1009.00 | 2,000.00 | 1.000 | 2,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1030.00 | 10.00 | 58.000 | 580.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 58.000 | 580.00
|
| | 58.000 | 580.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3050.15 | 225.00 | 144.200 | 32,445.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 144.200 | 32,445.00
|
| | 144.200 | 32,445.01
|
| | 0.000 | 0.00
|
| | |
|
0020 3051.10 | 1.15 | 10,405.000 | 11,965.75
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 10,405.000 | 11,965.75
|
| | 10,405.000 | 11,965.74
|
| | 0.000 | 0.00
|
| | |
|
0021 3075.11 | 40.00 | 144.000 | 5,760.00
|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 3075.45 | 50.00 | 216.000 | 10,800.00
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6000.10 | 5,000.00 | 1.000 | 5,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 6000.11 | 5,000.00 | 1.000 | 5,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0025 6005.35 | 164.00 | 26.000 | 4,264.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 26.000 | 4,264.00
|
| | 26.000 | 4,264.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6010.22 | 500.00 | 20.900 | 10,450.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 78.000 | 39,000.00
|
| | 78.000 | 39,000.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6010.26 | 350.00 | 1,324.500 | 463,575.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 1,324.500 | 463,575.00
|
| | 1,331.500 | 466,025.00
|
| | 0.000 | 0.00
|
| | |
|
0028 6030.00 | 300,000.00 | 1.000 | 300,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 300,000.00
|
AT STA. 311+03.316 | | 1.000 | 300,000.00
|
| | 0.000 | 0.00
|
| | |
|
0029 6081.00 | 25.00 | 235.000 | 5,875.00
|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6131.50 | 1.15 | 142,440.000 | 163,806.00
|
EPOXY COATED REINFORCING STEEL | kg | 144,505.000 | 166,180.75
|
| | 144,505.000 | 166,180.77
|
| | 0.000 | 0.00
|
| | |
|
0031 7011.20 | 51.34 | 62.850 | 3,226.72
|
W-BEAM GUARDRAIL | m | 62.850 | 3,226.72
|
| | 62.850 | 3,226.72
|
| | 0.000 | 0.00
|
| | |
|
0032 7017.00 | 9.38 | 160.000 | 1,500.80
|
REMOVE GUARDRAIL | m | 160.000 | 1,500.80
|
| | 160.000 | 1,500.80
|
| | 0.000 | 0.00
|
| | |
|
0033 7020.00 | 1,262.50 | 4.000 | 5,050.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,050.00
|
| | 4.000 | 5,050.00
|
| | 0.000 | 0.00
|
| | |
|
0034 7021.70 | 1,839.00 | 4.000 | 7,356.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 7,356.00
|
| | 4.000 | 7,356.00
|
| | 0.000 | 0.00
|
| | |
|
0035 8029.75 | 15.00 | 369.000 | 5,535.00
|
BITUMINOUS FOUNDATION COURSE | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 8091.00 | 25.00 | 72.000 | 1,800.00
|
GRANULAR BACKFILL | m3 | 72.000 | 1,800.00
|
| | 72.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0037 9173.20 | 4.00 | 369.000 | 1,476.00
|
SUBGRADE PREPARATION | m2 | 196.000 | 784.00
|
| | 301.600 | 1,206.40
|
| | 0.000 | 0.00
|
| | |
|
0038 9188.50 | 40.00 | 140.000 | 5,600.00
|
SURFACING UNDER GUARDRAIL | m2 | 70.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 9004.55 | 84.00 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE "SURFACE" | Mg | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 1101.25 | 8.25 | 0.000 | 0.00
|
SAWING PAVEMENT | m | 150.000 | 1,237.50
|
FOR REMOVAL | | 104.760 | 864.28
|
| | 0.000 | 0.00
|
| | |
|
4003 1102.00 | 2.80 | 0.000 | 0.00
|
REMOVE ASPHALT SURFACE | m2 | 292.000 | 817.60
|
PREVIOUSLY OMITTED FROM CONTRACT | | 195.470 | 547.32
|
| | 0.000 | 0.00
|
| | |
|
4004 1128.00 | 1,000.00 | 0.000 | 0.00
|
REMOVE SLAB | EACH | 4.000 | 4,000.00
|
PREVIOUSLY OMITTED - REMOVAL OF EXISTING APPROACH SLABS | | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
4005 6081.00 | 8.80 | 0.000 | 0.00
|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 2,300.000 | 20,240.00
|
| | 2,300.000 | 20,240.00
|
| | 0.000 | 0.00
|
| | |
|
4006 6104.00 | 18.50 | 0.000 | 0.00
|
BROKEN CONCRETE RIPRAP | Mg | 38.500 | 712.25
|
| | 38.500 | 712.25
|
| | 0.000 | 0.00
|
| | |
|
4007 6105.02 | 35.00 | 0.000 | 0.00
|
ROCK RIPRAP, TYPE B | Mg | 105.000 | 3,675.00
|
| | 132.590 | 4,640.65
|
| | 0.000 | 0.00
|
| | |
|
4008 1043.50 | 9.00 | 0.000 | 0.00
|
RIPRAP FILTER FABRIC | m2 | 220.000 | 1,980.00
|
| | 222.000 | 1,998.00
|
| | 0.000 | 0.00
|
| | |
|
4009 6617.00 | 6,354.00 | 0.000 | 0.00
|
ABUTMENT REPAIR | EACH | 1.000 | 6,354.00
|
ADDITIONAL WORK ASSOCIATED W/ ABUT 1 & 2 REPAIR | | 1.000 | 6,354.00
|
| | 0.000 | 0.00
|
| | |
|
4010 9004.55 | 92.40 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE SURFACE | Mg | 114.000 | 10,533.60
|
REVISED UNIT PRICE FROM ERROR ON CO/SA NO. 1- ITEM 4001 | | 160.730 | 14,851.46
|
| | 0.000 | 0.00
|
| | |
|
4011 6960.02 | 391.96 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 391.96
|
TRANSPORT / DISPOSAL @TREATMENT, STORAGE & DISPOSAL FACILITY | | 1.000 | 391.96
|
| | 1.000 | 391.96
|
| | |
|
4012 L003.02 | 1,800.00 | 0.000 | 0.00
|
SEEDING | LS | 1.000 | 1,800.00
|
TYPE 'B' SEED, PREP., MULCH, AND ALL INCIDENTALS | | 1.000 | 1,800.00
|
| | 1.000 | 1,800.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 311+03.316 | | Contracted | 1,225,617.77
|
| | Current | 1,274,322.43
|
| | In place | 1,272,190.32
|
| | This Estimate | 2,191.96
|
| | |
|
Totals for contract | | Contracted | 1,225,617.77
|
---|
| | Current | 1,274,322.43
|
---|
| | In place | 1,272,190.32
|
---|
| | This Estimate | 2,191.96
|
---|