| | Detailed breakdown of stockpiled materials | |
|
|---|
| Est Nbr: | 0003 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0033 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 0.00 | 37771
|
| | Structural Steel for Substructure | |
|
| 0034 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 0.00 | 037771
|
| | Structural Steel for Superstructure | |
|
| | Total for estimate 0003: | 0.00 |
|
| Est Nbr: | 0004 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0033 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Closure | 0.00 | 37771
|
| | Structural Steel for Substructure | |
|
| | S.P. Initial Payment | 1,321.29 | 37771
|
| | Structural Steel for Substructure | |
|
| 0034 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | |
|
| | S.P. Closure | 0.00 | 037771
|
| | Structural Steel for Superstructure | |
|
| | S.P. Initial Payment | 30,247.03 | 37771
|
| | Structural Steel for Superstructure | |
|
| | Total for estimate 0004: | 31,568.32 |
|
| Est Nbr: | 0006 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0033 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,321.29 | 37771
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0006: | -1,321.29 |
|
| Est Nbr: | 0008 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0034 | 6081.00 | STRUCTURAL STEEL FOR SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -30,247.03 | 37771
|
| | Structural Steel for Superstructure | |
|
| | Total for estimate 0008: | -30,247.03 |
|
| | 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 L020.00 | 1.50 | 3,487.500 | 5,231.25
|
| EROSION CONTROL | m2 | 3,487.500 | 5,231.25
|
| | | 3,746.948 | 5,620.42
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L022.11 | 10.00 | 125.000 | 1,250.00
|
| FABRIC SILT FENCE-LOW POROSITY | m | 125.000 | 1,250.00
|
| | | 125.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0030.10 | 2,800.00 | 1.000 | 2,800.00
|
| MOBILIZATION | LS | 1.000 | 2,800.00
|
| | | 1.000 | 2,800.00
|
| | 0.500 | 1,400.00
|
| | |
|
| 0004 1009.00 | 750.00 | 1.000 | 750.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 750.00
|
| | | 1.000 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1011.00 | 3.00 | 75.080 | 225.24
|
| WATER | kL | 75.080 | 225.24
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1021.10 | 6.00 | 74.000 | 444.00
|
| REMOVE DELINEATOR UNITS | EACH | 74.000 | 444.00
|
| | | 74.000 | 444.00
|
| | 74.000 | 444.00
|
| | |
|
| 0007 1030.00 | 5.50 | 3,754.000 | 20,647.00
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 3,754.000 | 20,647.00
|
| | | 3,754.000 | 20,647.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1101.00 | 5.40 | 217.000 | 1,171.80
|
| REMOVE PAVEMENT | m2 | 217.000 | 1,171.80
|
| | | 217.000 | 1,171.80
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1300.24 | 55.00 | 11.500 | 632.50
|
| 600 mm DRIVEWAY CULVERT PIPE | m | 11.500 | 632.50
|
| | | 11.500 | 632.50
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1320.36 | 88.00 | 16.500 | 1,452.00
|
| 900 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE | m | 16.500 | 1,452.00
|
| | | 16.500 | 1,452.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 4035.00 | 50.00 | 1.000 | 50.00
|
| REMOVE FLARED-END SECTION | EACH | 1.000 | 50.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 4360.36 | 425.00 | 1.000 | 425.00
|
| 900 mm METAL FLARED-END SECTION | EACH | 1.000 | 425.00
|
| | | 1.000 | 425.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 7017.00 | 16.00 | 169.390 | 2,710.24
|
| REMOVE GUARDRAIL | m | 169.390 | 2,710.24
|
| | | 169.390 | 2,710.24
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 37,789.03
|
| | Current | 37,789.03
|
| | In place | 37,902.96
|
| | This Estimate | 1,844.00
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0014 L001.01 | 1,422.00 | 7.500 | 10,665.00
|
| SEEDING, TYPE A | ha | 7.500 | 10,665.00
|
| | | 8.400 | 11,944.80
|
| | 0.000 | 0.00
|
| | |
|
| 0015 L001.02 | 1,022.00 | 15.000 | 15,330.00
|
| SEEDING, TYPE B | ha | 15.000 | 15,330.00
|
| | | 12.600 | 12,877.20
|
| | 0.000 | 0.00
|
| | |
|
| 0016 L032.75 | 70.00 | 113.000 | 7,910.00
|
| MULCH | Mg | 113.000 | 7,910.00
|
| | | 94.500 | 6,615.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 0030.50 | 300.00 | 1.000 | 300.00
|
| MOBILIZATION | LS | 1.000 | 300.00
|
| | | 1.000 | 300.00
|
| | 1.000 | 300.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 34,205.00
|
| | Current | 34,205.00
|
| | In place | 31,737.00
|
| | This Estimate | 300.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 64+08.42 | | |
|
| 0018 0030.60 | 50,000.00 | 1.000 | 50,000.00
|
| MOBILIZATION | LS | 1.000 | 50,000.00
|
| | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 1010.01 | 20.00 | 110.000 | 2,200.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 110.000 | 2,200.00
|
| | | 110.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 1043.50 | 2.40 | 123.000 | 295.20
|
| RIPRAP FILTER FABRIC | m2 | 123.000 | 295.20
|
| | | 123.000 | 295.20
|
| | 0.000 | 0.00
|
| | |
|
| 0021 3050.15 | 265.00 | 128.700 | 34,105.50
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 128.700 | 34,105.50
|
| | | 128.700 | 34,105.50
|
| | 0.000 | 0.00
|
| | |
|
| 0022 3051.10 | 1.60 | 8,492.000 | 13,587.20
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,492.000 | 13,587.20
|
| | | 8,492.000 | 13,587.20
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6000.10 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6000.11 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6000.60 | 10,000.00 | 1.000 | 10,000.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 10,000.00
|
| | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6000.61 | 10,000.00 | 1.000 | 10,000.00
|
| PIER NO.2 EXCAVATION | LS | 1.000 | 10,000.00
|
| | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6005.35 | 200.00 | 26.300 | 5,260.00
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 26.300 | 5,260.00
|
| | | 26.300 | 5,260.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6005.78 | 750.00 | 14.000 | 10,500.00
|
| EXPANSION BEARING, TFE TYPE | EACH | 14.000 | 10,500.00
|
| | | 14.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 6005.83 | 1,000.00 | 2.000 | 2,000.00
|
| FIXED BEARING | EACH | 2.000 | 2,000.00
|
| | | 2.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6010.22 | 600.00 | 71.700 | 43,020.00
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 71.700 | 43,020.00
|
| | | 72.708 | 43,624.80
|
| | 1.008 | 604.80
|
| | |
|
| 0031 6010.26 | 475.00 | 142.400 | 67,640.00
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 142.400 | 67,640.00
|
| | | 145.460 | 69,093.50
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6030.00 | 50,000.00 | 1.000 | 50,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 50,000.00
|
| AT STA. 64+08.42 | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6080.00 | 6.75 | 530.000 | 3,577.50
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 530.000 | 3,577.50
|
| | | 530.000 | 3,577.50
|
| | 0.000 | 0.00
|
| | |
|
| 0034 6081.00 | 2.50 | 18,295.000 | 45,737.50
|
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 18,295.000 | 45,737.50
|
| | | 18,295.000 | 45,737.50
|
| | 0.000 | 0.00
|
| | |
|
| 0035 6104.00 | 22.00 | 215.000 | 4,730.00
|
| BROKEN CONCRETE RIPRAP | Mg | 215.000 | 4,730.00
|
| | | 215.000 | 4,730.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 6131.50 | 1.60 | 18,204.000 | 29,126.40
|
| EPOXY COATED REINFORCING STEEL | kg | 18,204.000 | 29,126.40
|
| | | 18,204.000 | 29,126.40
|
| | 0.000 | 0.00
|
| | |
|
| 0037 6139.50 | 36.00 | 50.000 | 1,800.00
|
| SUBSURFACE DRAINAGE MATTING | m2 | 50.000 | 1,800.00
|
| | | 50.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 6200.00 | 100.00 | 295.400 | 29,540.00
|
| CONCRETE PILING | m | 295.400 | 29,540.00
|
| | | 295.400 | 29,540.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 6510.55 | 10,000.00 | 1.000 | 10,000.00
|
| TEMPORARY BRIDGE SHORING | LS | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 6616.65 | 2,500.00 | 8.000 | 20,000.00
|
| BEARING DEVICE REPLACEMENT | EACH | 8.000 | 20,000.00
|
| | | 8.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 8091.00 | 30.00 | 70.000 | 2,100.00
|
| GRANULAR BACKFILL | m3 | 70.000 | 2,100.00
|
| | | 108.500 | 3,255.00
|
| | 0.000 | 0.00
|
| | |
|
| 4000 6952.02 | 9,096.00 | 0.000 | 0.00
|
| SHOO-FLY | EACH | 1.000 | 9,096.00
|
| Build Shoo-fly | | 1.000 | 9,096.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 1136.03 | 5,498.00 | 0.000 | 0.00
|
| REMOVE | EACH | 1.000 | 5,498.00
|
| Remove Shoo-fly | | 1.000 | 5,498.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 64+08.42 | | Contracted | 451,219.30
|
| | Current | 455,813.30
|
| | In place | 459,026.60
|
| | This Estimate | 604.80
|
| | |
|
| GROUP 6A BRIDGE AT STA. 144+89.5 | | |
|
| 0042 0030.60 | 3,000.00 | 1.000 | 3,000.00
|
| MOBILIZATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 6010.26 | 525.00 | 12.800 | 6,720.00
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 12.800 | 6,720.00
|
| | | 12.800 | 6,720.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 6020.00 | 5.30 | 930.600 | 4,932.18
|
| REINFORCING STEEL FOR BRIDGE | kg | 930.600 | 4,932.18
|
| | | 930.600 | 4,932.18
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 144+89.5 | | Contracted | 14,652.18
|
| | Current | 14,652.18
|
| | In place | 14,652.18
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0045 0030.70 | 2,500.00 | 1.000 | 2,500.00
|
| MOBILIZATION | LS | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 7011.20 | 130.00 | 19.050 | 2,476.50
|
| W-BEAM GUARDRAIL | m | 19.050 | 2,476.50
|
| | | 19.050 | 2,476.50
|
| | 0.000 | 0.00
|
| | |
|
| 0047 7015.00 | 40.00 | 82.900 | 3,316.00
|
| CABLE GUARDRAIL | m | 82.900 | 3,316.00
|
| | | 82.900 | 3,316.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 7020.00 | 1,390.00 | 8.000 | 11,120.00
|
| BRIDGE APPROACH SECTIONS | EACH | 8.000 | 11,120.00
|
| | | 8.000 | 11,120.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 7021.70 | 1,800.00 | 8.000 | 14,400.00
|
| GUARDRAIL END TREATMENT, SRT-350 | EACH | 8.000 | 14,400.00
|
| | | 8.000 | 14,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 7023.00 | 2,170.00 | 2.000 | 4,340.00
|
| TERMINAL ANCHORAGE SECTIONS | EACH | 2.000 | 4,340.00
|
| | | 2.000 | 4,340.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 38,152.50
|
| | Current | 38,152.50
|
| | In place | 38,152.50
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0051 0030.90 | 42,000.00 | 1.000 | 42,000.00
|
| MOBILIZATION | LS | 1.000 | 42,000.00
|
| | | 1.000 | 42,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 1020.03 | 14.00 | 52.000 | 728.00
|
| DELINEATOR, TYPE III | EACH | 52.000 | 728.00
|
| | | 52.000 | 728.00
|
| | 52.000 | 728.00
|
| | |
|
| 0053 2001.00 | 13.50 | 248.000 | 3,348.00
|
| GRAVEL SURFACE COURSE | m3 | 548.000 | 7,398.00
|
| | | 415.540 | 5,609.79
|
| | 0.000 | 0.00
|
| | |
|
| 0054 2020.00 | 7.50 | 220.000 | 1,650.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 220.000 | 1,650.00
|
| | | 220.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 2021.00 | 50.00 | 2.000 | 100.00
|
| MAILBOX POST | EACH | 2.000 | 100.00
|
| | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 8111.20 | 2.00 | 1,384.000 | 2,768.00
|
| SHOULDER SUBGRADE PREPARATION | m2 | 1,384.000 | 2,768.00
|
| | | 1,384.000 | 2,768.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9000.75 | 17.00 | 1,000.000 | 17,000.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 1,000.000 | 17,000.00
|
| SP2(12.5) | | 2,260.499 | 38,428.48
|
| | 0.000 | 0.00
|
| | |
|
| 0058 9005.00 | 27.00 | 500.000 | 13,500.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 500.000 | 13,500.00
|
| SP2(12.5) | | 668.620 | 18,052.74
|
| | 0.000 | 0.00
|
| | |
|
| 0059 9005.30 | 17.00 | 53,080.000 | 902,360.00
|
| ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 53,080.000 | 902,360.00
|
| | | 53,969.771 | 917,486.11
|
| | 0.000 | 0.00
|
| | |
|
| 0060 9009.00 | 2.40 | 7,934.000 | 19,041.60
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 7,934.000 | 19,041.60
|
| | | 8,389.000 | 20,133.60
|
| | 0.000 | 0.00
|
| | |
|
| 0061 9009.75 | 30.07 | 472.000 | 14,193.04
|
| TEMPORARY SURFACING | m2 | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 9020.91 | 193.00 | 54.000 | 10,422.00
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | Mg | 54.000 | 10,422.00
|
| | | 81.876 | 15,802.07
|
| | 0.000 | 0.00
|
| | |
|
| 0063 9021.01 | 193.00 | 2,893.320 | 558,410.76
|
| PERFORMANCE GRADED BINDER (64-22) | Mg | 2,893.320 | 558,410.76
|
| | | 2,000.855 | 386,165.01
|
| | 0.000 | 0.00
|
| | |
|
| 0064 9034.00 | 2.50 | 144.000 | 360.00
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 144.000 | 360.00
|
| | | 144.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 9053.00 | 0.26 | 136,760.000 | 35,557.60
|
| TACK COAT | L | 136,760.000 | 35,557.60
|
| | | 227,325.000 | 59,104.50
|
| | 9,295.190 | 2,416.75
|
| | |
|
| 0066 9111.00 | 2.25 | 1,259.000 | 2,832.75
|
| WATER | kL | 1,259.000 | 2,832.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 9170.00 | 120.00 | 413.300 | 49,596.00
|
| EARTH SHOULDER CONSTRUCTION | StaM | 413.300 | 49,596.00
|
| | | 413.301 | 49,596.12
|
| | 0.000 | 0.00
|
| | |
|
| 0068 9179.23 | 325.00 | 206.833 | 67,220.73
|
| COLD MILLING, CLASS 3 | StaM | 206.833 | 67,220.73
|
| | | 204.597 | 66,494.04
|
| | 0.000 | 0.00
|
| | |
|
| 0069 9188.50 | 25.00 | 638.000 | 15,950.00
|
| SURFACING UNDER GUARDRAIL | m2 | 638.000 | 15,950.00
|
| | | 638.000 | 15,950.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 9300.50 | 6,500.00 | 1.000 | 6,500.00
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 6,500.00
|
| | | 1.000 | 6,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 9179.25 | 7,150.00 | 0.000 | 0.00
|
| COLD MILLING, CLASS 5 | StaM | 1.000 | 7,150.00
|
| | | 1.000 | 7,150.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 1,763,538.48
|
| | Current | 1,760,545.44
|
| | In place | 1,654,028.46
|
| | This Estimate | 3,144.75
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0071 0001.08 | 0.50 | 13,834.000 | 6,917.00
|
| BARRICADE, TYPE II | BDAY | 13,834.000 | 6,917.00
|
| | | 31,719.000 | 15,859.50
|
| | 0.000 | 0.00
|
| | |
|
| 0072 0001.10 | 2.50 | 1,268.000 | 3,170.00
|
| BARRICADE, TYPE III | BDAY | 1,268.000 | 3,170.00
|
| | | 3,610.000 | 9,025.00
|
| | 30.000 | 75.00
|
| | |
|
| 0073 0001.30 | 2.50 | 594.000 | 1,485.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 594.000 | 1,485.00
|
| | | 911.000 | 2,277.50
|
| | 15.000 | 37.50
|
| | |
|
| 0074 0001.90 | 0.50 | 24,235.000 | 12,117.50
|
| SIGN DAY | EACH | 24,235.000 | 12,117.50
|
| | | 20,864.000 | 10,432.00
|
| | 507.000 | 253.50
|
| | |
|
| 0075 0002.30 | 1.31 | 350.000 | 458.50
|
| PAVEMENT MARKING REMOVAL | m | 175.000 | 229.25
|
| | | 253.594 | 332.21
|
| | 0.000 | 0.00
|
| | |
|
| 0076 0002.31 | 1.64 | 480.000 | 787.20
|
| TEMPORARY PAVEMENT MARKING | m | 240.000 | 393.60
|
| | | 780.583 | 1,280.16
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0002.40 | 23.00 | 1,242.000 | 28,566.00
|
| TEMPORARY SOLID LINES | StaM | 1,242.000 | 28,566.00
|
| | | 1,575.939 | 36,246.60
|
| | 0.000 | 0.00
|
| | |
|
| 0078 0002.45 | 20.00 | 621.000 | 12,420.00
|
| TEMPORARY BROKEN LINES | StaM | 621.000 | 12,420.00
|
| | | 831.118 | 16,622.36
|
| | 0.000 | 0.00
|
| | |
|
| 0079 0003.10 | 175.00 | 142.000 | 24,850.00
|
| FLAGGING | DAY | 142.000 | 24,850.00
|
| | | 158.000 | 27,650.00
|
| | 0.000 | 0.00
|
| | |
|
| 0080 0003.20 | 275.00 | 52.000 | 14,300.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 52.000 | 14,300.00
|
| | | 38.000 | 10,450.00
|
| | 0.000 | 0.00
|
| | |
|
| 0081 0003.51 | 40.00 | 139.000 | 5,560.00
|
| INSTALL CONCRETE PROTECTION BARRIER | m | 55.000 | 2,200.00
|
| | | 55.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0082 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
| FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0083 0030.00 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | |
|
| 0084 9110.01 | 60.00 | 70.000 | 4,200.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 70.000 | 4,200.00
|
| | | 55.500 | 3,330.00
|
| | 0.000 | 0.00
|
| | |
|
| 0085 9110.02 | 55.00 | 65.000 | 3,575.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 115.000 | 6,325.00
|
| | | 29.500 | 1,622.50
|
| | 0.000 | 0.00
|
| | |
|
| 0086 9110.03 | 50.00 | 70.000 | 3,500.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 70.000 | 3,500.00
|
| | | 57.500 | 2,875.00
|
| | 0.000 | 0.00
|
| | |
|
| 0087 9110.07 | 45.00 | 70.000 | 3,150.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 70.000 | 3,150.00
|
| | | 11.000 | 495.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 131,056.20
|
| | Current | 129,823.35
|
| | In place | 145,697.83
|
| | This Estimate | 5,366.00
|
| | |
|
| Totals for contract | | Contracted | 2,470,612.69
|
|---|
| | Current | 2,470,980.80
|
|---|
| | In place | 2,381,197.53
|
|---|
| | This Estimate | 11,259.55
|
|---|