| | | 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
|
| | 1.000 | 447.02
|
| | 1.000 | 447.02
|
| | |
|
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) | | 1.000 | 2,000.00
|
| | 0.500 | 1,000.00
|
| | |
|
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
|
| | 400.000 | 860.00
|
| | 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
|
| | 56.000 | 112.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 41,367.77
|
| | Current | 41,367.77
|
| | In place | 3,419.02
|
| | This Estimate | 1,447.02
|
| | |
|
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
|
| | 658.000 | 526.40
|
| | 334.000 | 267.20
|
| | |
|
0013 0030.60 | 48,000.00 | 1.000 | 48,000.00
|
MOBILIZATION | LS | 1.000 | 48,000.00
|
| | 1.000 | 48,000.00
|
| | 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
|
| | 850.500 | 4,252.50
|
| | 0.000 | 0.00
|
| | |
|
0015 1043.50 | 2.00 | 609.000 | 1,218.00
|
RIPRAP FILTER FABRIC | SY | 609.000 | 1,218.00
|
| | 200.000 | 400.00
|
| | 200.000 | 400.00
|
| | |
|
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
|
| | 1.000 | 5,000.00
|
| | 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
|
| | 1.000 | 5,000.00
|
| | 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
|
| | 0.500 | 7,500.00
|
| | 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
|
| | 0.500 | 7,500.00
|
| | 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
|
| | 108.000 | 45,900.00
|
| | 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
|
| | 13.000 | 5,525.00
|
| | 13.000 | 5,525.00
|
| | |
|
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 | | 0.400 | 74,000.00
|
| | 0.400 | 74,000.00
|
| | |
|
0027 6040.00 | 25,000.00 | 1.000 | 25,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 25,000.00
|
AT STA. 7+30.48 | | 0.500 | 12,500.00
|
| | 0.500 | 12,500.00
|
| | |
|
0028 6080.00 | 2.50 | 5,117.000 | 12,792.50
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 5,117.000 | 12,792.50
|
| | 2,558.500 | 6,396.25
|
| | 0.000 | 0.00
|
| | |
|
0029 6105.02 | 38.00 | 505.000 | 19,190.00
|
ROCK RIPRAP, TYPE B | TON | 505.000 | 19,190.00
|
| | 218.490 | 8,302.62
|
| | 218.490 | 8,302.62
|
| | |
|
0030 6131.50 | 0.63 | 85,710.000 | 53,997.30
|
EPOXY COATED REINFORCING STEEL | LB | 85,710.000 | 53,997.30
|
| | 17,027.500 | 10,727.33
|
| | 7,000.000 | 4,410.00
|
| | |
|
0031 6139.50 | 50.00 | 29.800 | 1,490.00
|
SUBSURFACE DRAINAGE MATTING | SY | 29.800 | 1,490.00
|
| | 14.900 | 745.00
|
| | 14.900 | 745.00
|
| | |
|
0032 6210.12 | 25.00 | 935.000 | 23,375.00
|
HP 10"X42# STEEL PILING | LF | 935.000 | 23,375.00
|
| | 385.000 | 9,625.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6251.40 | 440.00 | 92.000 | 40,480.00
|
ROCK SOCKET | LF | 92.000 | 40,480.00
|
| | 46.000 | 20,240.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6251.50 | 515.00 | 99.700 | 51,345.50
|
DRILLED SHAFT | LF | 99.700 | 51,345.50
|
| | 49.850 | 25,672.75
|
| | 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
|
| | 1,560.000 | 18,330.00
|
| | 0.000 | 0.00
|
| | |
|
0036 6510.55 | 6,000.00 | 1.000 | 6,000.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 6,000.00
|
| | 0.500 | 3,000.00
|
| | 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
|
| | 70.000 | 1,400.00
|
| | 70.000 | 1,400.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 7+25.24 | | Contracted | 816,865.30
|
| | Current | 816,865.30
|
| | In place | 320,542.85
|
| | This Estimate | 107,549.82
|
| | |
|
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
|
| | |
|
4002 7025.50 | 26.25 | 0.000 | 0.00
|
OFFSET BLOCKS | EACH | 13.000 | 341.25
|
Additional offset block to clear concrete flume.. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 7025.48 | 84.00 | 0.000 | 0.00
|
GUARD RAIL POSTS | EACH | 3.000 | 252.00
|
Drilling guardrail post through concrete flume. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 12,383.50
|
| | Current | 12,976.75
|
| | 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
|
| | 136.940 | 2,054.10
|
| | 136.940 | 2,054.10
|
| | |
|
0051 2009.10 | 110.00 | 5.138 | 565.18
|
GRAVEL EMBEDMENT | STA | 5.138 | 565.18
|
| | 5.138 | 565.18
|
| | 5.138 | 565.18
|
| | |
|
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
|
| | 7.620 | 2,667.00
|
| | 7.620 | 2,667.00
|
| | |
|
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 | 5,286.28
|
| | This Estimate | 5,286.28
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0063 0001.08 | 0.50 | 1,672.000 | 836.00
|
BARRICADE, TYPE II | BDAY | 1,672.000 | 836.00
|
| | 742.000 | 371.00
|
| | 262.000 | 131.00
|
| | |
|
0064 0001.10 | 1.30 | 2,090.000 | 2,717.00
|
BARRICADE, TYPE III | BDAY | 2,090.000 | 2,717.00
|
| | 454.000 | 590.20
|
| | 166.000 | 215.80
|
| | |
|
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
|
| | 2,850.000 | 1,710.00
|
| | 1,026.000 | 615.60
|
| | |
|
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
|
| | 3,080.000 | 924.00
|
| | 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
|
| | 3.000 | 555.00
|
| | 0.000 | 0.00
|
| | |
|
0072 0003.51 | 15.00 | 190.000 | 2,850.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 190.000 | 2,850.00
|
| | 580.000 | 8,700.00
|
| | 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
|
| | 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
|
| | |
|
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
|
| | 1.000 | 1,846.28
|
| | 1.000 | 1,846.28
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 34,929.33
|
| | Current | 34,929.33
|
| | In place | 26,696.48
|
| | This Estimate | 2,808.68
|
| | |
|
GROUP 1 GRADING | | |
|
0001 L020.00 | 2.25 | 1,539.000 | 3,462.75
|
EROSION CONTROL | SY | 1,539.000 | 3,462.75
|
| | 1,400.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.10 | 52.98 | 1.000 | 52.98
|
MOBILIZATION | LS | 1.000 | 52.98
|
| | 1.000 | 52.98
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
0011 7017.00 | 2.00 | 350.000 | 700.00
|
REMOVE GUARDRAIL | LF | 350.000 | 700.00
|
| | 350.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 8,829.73
|
| | Current | 8,829.73
|
| | In place | 8,516.98
|
| | This Estimate | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
0044 7011.20 | 12.04 | 87.500 | 1,053.50
|
W-BEAM GUARDRAIL | LF | 87.500 | 1,053.50
|
| | 87.500 | 1,053.50
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 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
|
| | 4.000 | 6,128.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 12,383.50
|
| | Current | 12,383.50
|
| | In place | 12,383.50
|
| | This Estimate | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0063 0001.08 | 0.50 | 376.000 | 188.00
|
BARRICADE, TYPE II | BDAY | 376.000 | 188.00
|
| | 370.000 | 185.00
|
| | 10.000 | 5.00
|
| | |
|
0064 0001.10 | 1.30 | 282.000 | 366.60
|
BARRICADE, TYPE III | BDAY | 282.000 | 366.60
|
| | 422.000 | 548.60
|
| | 6.000 | 7.80
|
| | |
|
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
|
| | 1,398.000 | 838.80
|
| | 38.000 | 22.80
|
| | |
|
0067 0002.30 | 0.60 | 500.000 | 300.00
|
PAVEMENT MARKING REMOVAL | LF | 500.000 | 300.00
|
| | 500.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 24,231.42
|
| | Current | 24,231.42
|
| | In place | 22,992.12
|
| | This Estimate | 35.60
|
| | |
|
Totals for contract | | Contracted | 1,094,967.63
|
---|
| | Current | 1,095,560.88
|
---|
| | In place | 444,489.63
|
---|
| | This Estimate | 117,127.40
|
---|