| | | 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 | 2.25 | 1,713.000 | 3,854.25
|
| EROSION CONTROL | SY | 1,713.000 | 3,854.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L022.25 | 5.00 | 400.000 | 2,000.00
|
| FABRIC SILT FENCE, TYPE COIR FIBER | LF | 400.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0030.10 | 447.02 | 1.000 | 447.02
|
| MOBILIZATION | LS | 1.000 | 447.02
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1009.00 | 2,000.00 | 1.000 | 2,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00
|
| FOR PROJECT EACSTPD-136-5(106) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1010.00 | 2.00 | 377.000 | 754.00
|
| EXCAVATION | CY | 377.000 | 754.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1010.10 | 2.15 | 14,270.000 | 30,680.50
|
| EXCAVATION, BORROW | CY | 14,270.000 | 30,680.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1011.00 | 22.00 | 14.000 | 308.00
|
| WATER | MGAL | 14.000 | 308.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1300.24 | 25.00 | 44.000 | 1,100.00
|
| 24" DRIVEWAY CULVERT PIPE | LF | 44.000 | 1,100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 7017.00 | 2.00 | 112.000 | 224.00
|
| REMOVE GUARDRAIL | LF | 112.000 | 224.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 41,367.77
|
| | Current | 41,367.77
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 7+25.24 | | |
|
| 0012 0020.00 | 0.80 | 1,000.000 | 800.00
|
| TRAINING | HOUR | 1,000.000 | 800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 0030.60 | 48,000.00 | 1.000 | 48,000.00
|
| MOBILIZATION | LS | 1.000 | 48,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 1010.01 | 5.00 | 1,700.000 | 8,500.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,700.000 | 8,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 1043.50 | 2.00 | 609.000 | 1,218.00
|
| RIPRAP FILTER FABRIC | SY | 609.000 | 1,218.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 3050.15 | 210.00 | 179.700 | 37,737.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 179.700 | 37,737.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 3051.10 | 0.70 | 20,475.000 | 14,332.50
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,475.000 | 14,332.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6000.10 | 5,000.00 | 1.000 | 5,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6000.11 | 5,000.00 | 1.000 | 5,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6000.60 | 15,000.00 | 1.000 | 15,000.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6000.61 | 15,000.00 | 1.000 | 15,000.00
|
| PIER NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6005.35 | 50.00 | 95.300 | 4,765.00
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 95.300 | 4,765.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6005.60 | 90.00 | 108.000 | 9,720.00
|
| ELASTOMERIC BEARING | EACH | 108.000 | 9,720.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6010.22 | 425.00 | 213.700 | 90,822.50
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 213.700 | 90,822.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6010.26 | 425.00 | 213.700 | 90,822.50
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 213.700 | 90,822.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6011.11 | 185,000.00 | 1.000 | 185,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 185,000.00
|
| AT STA. 7+25.24 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6040.00 | 25,000.00 | 1.000 | 25,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 25,000.00
|
| AT STA. 7+30.48 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6080.00 | 2.50 | 5,117.000 | 12,792.50
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 5,117.000 | 12,792.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 6105.02 | 38.00 | 505.000 | 19,190.00
|
| ROCK RIPRAP, TYPE B | TON | 505.000 | 19,190.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6131.50 | 0.63 | 85,710.000 | 53,997.30
|
| EPOXY COATED REINFORCING STEEL | LB | 85,710.000 | 53,997.30
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 6139.50 | 50.00 | 29.800 | 1,490.00
|
| SUBSURFACE DRAINAGE MATTING | SY | 29.800 | 1,490.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6210.12 | 25.00 | 935.000 | 23,375.00
|
| HP 10"X42# STEEL PILING | LF | 935.000 | 23,375.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6251.40 | 440.00 | 92.000 | 40,480.00
|
| ROCK SOCKET | LF | 92.000 | 40,480.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 6251.50 | 515.00 | 99.700 | 51,345.50
|
| DRILLED SHAFT | LF | 99.700 | 51,345.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 6310.00 | 11.75 | 3,122.000 | 36,683.50
|
| STEEL SHEET PILING | SF | 3,122.000 | 36,683.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 6510.55 | 6,000.00 | 1.000 | 6,000.00
|
| TEMPORARY BRIDGE SHORING | LS | 1.000 | 6,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 6510.60 | 12,000.00 | 1.000 | 12,000.00
|
| BRIDGE SHORING | LS | 1.000 | 12,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 8091.00 | 20.00 | 139.700 | 2,794.00
|
| GRANULAR BACKFILL | CY | 139.700 | 2,794.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 7+25.24 | | Contracted | 816,865.30
|
| | Current | 816,865.30
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0043 0030.70 | 1,080.00 | 1.000 | 1,080.00
|
| MOBILIZATION | LS | 1.000 | 1,080.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 7011.20 | 12.04 | 87.500 | 1,053.50
|
| W-BEAM GUARDRAIL | LF | 87.500 | 1,053.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 7020.00 | 1,030.50 | 4.000 | 4,122.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,122.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 7024.27 | 1,532.00 | 4.000 | 6,128.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,128.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 12,383.50
|
| | Current | 12,383.50
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0047 L001.02 | 616.00 | 7.400 | 4,558.40
|
| SEEDING, TYPE B | ACRE | 7.400 | 4,558.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 L032.75 | 95.00 | 17.000 | 1,615.00
|
| MULCH | TON | 17.000 | 1,615.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 0030.90 | 21,470.10 | 1.000 | 21,470.10
|
| MOBILIZATION | LS | 1.000 | 21,470.10
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 2001.00 | 15.00 | 133.000 | 1,995.00
|
| GRAVEL SURFACE COURSE | CY | 133.000 | 1,995.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 2009.10 | 110.00 | 5.138 | 565.18
|
| GRAVEL EMBEDMENT | STA | 5.138 | 565.18
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 9005.30 | 49.75 | 450.000 | 22,387.50
|
| ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 450.000 | 22,387.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9009.00 | 8.50 | 253.000 | 2,150.50
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 253.000 | 2,150.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 9009.75 | 75.00 | 40.000 | 3,000.00
|
| TEMPORARY SURFACING | SY | 40.000 | 3,000.00
|
| 10" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9009.88 | 55.00 | 350.000 | 19,250.00
|
| SURFACING 10" | SY | 350.000 | 19,250.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9021.01 | 210.00 | 24.300 | 5,103.00
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 24.300 | 5,103.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 9034.00 | 5.00 | 253.000 | 1,265.00
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 253.000 | 1,265.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 9053.00 | 1.50 | 270.000 | 405.00
|
| TACK COAT | GAL | 270.000 | 405.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 9111.00 | 15.00 | 3.000 | 45.00
|
| WATER | MGAL | 3.000 | 45.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 9170.00 | 350.00 | 10.150 | 3,552.50
|
| EARTH SHOULDER CONSTRUCTION | STA | 10.150 | 3,552.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 9188.50 | 37.50 | 287.000 | 10,762.50
|
| SURFACING UNDER GUARDRAIL | SY | 287.000 | 10,762.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 98,124.68
|
| | Current | 98,124.68
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0063 0001.08 | 0.50 | 1,672.000 | 836.00
|
| BARRICADE, TYPE II | BDAY | 1,672.000 | 836.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 0001.10 | 1.30 | 2,090.000 | 2,717.00
|
| BARRICADE, TYPE III | BDAY | 2,090.000 | 2,717.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 0001.30 | 0.95 | 627.000 | 595.65
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 627.000 | 595.65
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 0001.90 | 0.60 | 7,524.000 | 4,514.40
|
| SIGN DAY | EACH | 7,524.000 | 4,514.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 0002.30 | 0.60 | 1,000.000 | 600.00
|
| PAVEMENT MARKING REMOVAL | LF | 1,000.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0068 0002.31 | 0.30 | 1,200.000 | 360.00
|
| TEMPORARY PAVEMENT MARKING | LF | 1,200.000 | 360.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 0002.47 | 1.50 | 800.000 | 1,200.00
|
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 800.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 0003.10 | 185.00 | 10.000 | 1,850.00
|
| FLAGGING | DAY | 10.000 | 1,850.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0072 0003.51 | 15.00 | 190.000 | 2,850.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 190.000 | 2,850.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 0003.56 | 4.00 | 890.000 | 3,560.00
|
| RELOCATE CONCRETE PROTECTION BARRIER | LF | 890.000 | 3,560.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 0003.70 | 375.00 | 4.000 | 1,500.00
|
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 0003.75 | 10,500.00 | 1.000 | 10,500.00
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 10,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 0010.04 | 2,000.00 | 1.000 | 2,000.00
|
| FIELD OFFICE | EACH | 1.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0030.00 | 1,846.28 | 1.000 | 1,846.28
|
| MOBILIZATION | LS | 1.000 | 1,846.28
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 34,929.33
|
| | Current | 34,929.33
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 1 GRADING | | |
|
| 0001 L020.00 | 2.25 | 1,539.000 | 3,462.75
|
| EROSION CONTROL | SY | 1,539.000 | 3,462.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0030.10 | 52.98 | 1.000 | 52.98
|
| MOBILIZATION | LS | 1.000 | 52.98
|
| | | 0.500 | 26.49
|
| | 0.500 | 26.49
|
| | |
|
| 0005 1009.01 | 1,000.00 | 1.000 | 1,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,000.00
|
| FOR PROJECT STPP-136-5(108) | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1033.00 | 1,300.00 | 2.780 | 3,614.00
|
| ROADWAY GRADING | STA | 2.780 | 3,614.00
|
| | | 2.780 | 3,614.00
|
| | 1.390 | 1,807.00
|
| | |
|
| 0011 7017.00 | 2.00 | 350.000 | 700.00
|
| REMOVE GUARDRAIL | LF | 350.000 | 700.00
|
| | | 350.000 | 700.00
|
| | 25.000 | 50.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 8,829.73
|
| | Current | 8,829.73
|
| | In place | 5,340.49
|
| | This Estimate | 1,883.49
|
| | |
|
| GROUP 6A BRIDGE AT STA. 155+41 | | |
|
| 0039 0030.60 | 4,000.00 | 1.000 | 4,000.00
|
| MOBILIZATION | LS | 1.000 | 4,000.00
|
| | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 6010.26 | 600.00 | 22.500 | 13,500.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 22.500 | 13,500.00
|
| | | 22.500 | 13,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 6020.00 | 1.00 | 2,385.000 | 2,385.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 2,385.000 | 2,385.00
|
| | | 2,385.000 | 2,385.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 6030.00 | 15,000.00 | 1.000 | 15,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 15,000.00
|
| AT STA. 155+41 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 155+41 | | Contracted | 34,885.00
|
| | Current | 34,885.00
|
| | In place | 34,885.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0043 0030.70 | 1,080.00 | 1.000 | 1,080.00
|
| MOBILIZATION | LS | 1.000 | 1,080.00
|
| | | 1.000 | 1,080.00
|
| | 1.000 | 1,080.00
|
| | |
|
| 0044 7011.20 | 12.04 | 87.500 | 1,053.50
|
| W-BEAM GUARDRAIL | LF | 87.500 | 1,053.50
|
| | | 87.500 | 1,053.50
|
| | 87.500 | 1,053.50
|
| | |
|
| 0045 7020.00 | 1,030.50 | 4.000 | 4,122.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,122.00
|
| | | 4.000 | 4,122.00
|
| | 4.000 | 4,122.00
|
| | |
|
| 0046 7024.27 | 1,532.00 | 4.000 | 6,128.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,128.00
|
| | | 4.000 | 6,128.00
|
| | 4.000 | 6,128.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 12,383.50
|
| | Current | 12,383.50
|
| | In place | 12,383.50
|
| | This Estimate | 12,383.50
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0049 0030.90 | 1,779.90 | 1.000 | 1,779.90
|
| MOBILIZATION | LS | 1.000 | 1,779.90
|
| | | 1.000 | 1,779.90
|
| | 1.000 | 1,779.90
|
| | |
|
| 0052 7502.04 | 4.00 | 300.000 | 1,200.00
|
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 300.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 9188.50 | 37.50 | 213.000 | 7,987.50
|
| SURFACING UNDER GUARDRAIL | SY | 213.000 | 7,987.50
|
| | | 213.000 | 7,987.50
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 10,967.40
|
| | Current | 10,967.40
|
| | In place | 9,767.40
|
| | This Estimate | 1,779.90
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0063 0001.08 | 0.50 | 376.000 | 188.00
|
| BARRICADE, TYPE II | BDAY | 376.000 | 188.00
|
| | | 360.000 | 180.00
|
| | 90.000 | 45.00
|
| | |
|
| 0064 0001.10 | 1.30 | 282.000 | 366.60
|
| BARRICADE, TYPE III | BDAY | 282.000 | 366.60
|
| | | 416.000 | 540.80
|
| | 176.000 | 228.80
|
| | |
|
| 0065 0001.30 | 0.95 | 94.000 | 89.30
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 94.000 | 89.30
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 0001.90 | 0.60 | 1,598.000 | 958.80
|
| SIGN DAY | EACH | 1,598.000 | 958.80
|
| | | 1,360.000 | 816.00
|
| | 442.000 | 265.20
|
| | |
|
| 0067 0002.30 | 0.60 | 500.000 | 300.00
|
| PAVEMENT MARKING REMOVAL | LF | 500.000 | 300.00
|
| | | 500.000 | 300.00
|
| | 160.000 | 96.00
|
| | |
|
| 0069 0002.39 | 1.00 | 1,500.000 | 1,500.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 1,500.000 | 1,500.00
|
| | | 1,986.000 | 1,986.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 0003.10 | 185.00 | 5.000 | 925.00
|
| FLAGGING | DAY | 5.000 | 925.00
|
| | | 2.000 | 370.00
|
| | 0.000 | 0.00
|
| | |
|
| 0072 0003.51 | 15.00 | 350.000 | 5,250.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 350.000 | 5,250.00
|
| | | 290.000 | 4,350.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 0003.56 | 4.00 | 350.000 | 1,400.00
|
| RELOCATE CONCRETE PROTECTION BARRIER | LF | 350.000 | 1,400.00
|
| | | 290.000 | 1,160.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 0003.70 | 375.00 | 4.000 | 1,500.00
|
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,500.00
|
| | | 4.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 0003.75 | 10,500.00 | 1.000 | 10,500.00
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 10,500.00
|
| | | 1.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0030.00 | 1,253.72 | 1.000 | 1,253.72
|
| MOBILIZATION | LS | 1.000 | 1,253.72
|
| | | 1.000 | 1,253.72
|
| | 1.000 | 1,253.72
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 24,231.42
|
| | Current | 24,231.42
|
| | In place | 22,956.52
|
| | This Estimate | 1,888.72
|
| | |
|
| Totals for contract | | Contracted | 1,094,967.63
|
|---|
| | Current | 1,094,967.63
|
|---|
| | In place | 85,332.91
|
|---|
| | This Estimate | 17,935.61
|
|---|