| | | 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 L006.00 | 75.00 | 3.500 | 262.50
|
COVER CROP SEEDING | ha | 3.500 | 262.50
|
| | 5.201 | 390.08
|
| | 1.701 | 127.58
|
| | |
|
0002 L020.00 | 1.50 | 4,845.000 | 7,267.50
|
EROSION CONTROL | m2 | 4,845.000 | 7,267.50
|
| | 4,845.000 | 7,267.50
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 1.50 | 3,216.000 | 4,824.00
|
EROSION CONTROL, TYPE A | m2 | 3,216.000 | 4,824.00
|
| | 3,216.000 | 4,824.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.10 | 5.47 | 3,513.000 | 19,216.11
|
EROSION CONTROL, TYPE HV | m2 | 3,513.000 | 19,216.11
|
| | 3,513.000 | 19,216.11
|
| | 0.000 | 0.00
|
| | |
|
0005 L021.01 | 28.00 | 260.000 | 7,280.00
|
EROSION CHECKS, TYPE A | BALE | 260.000 | 7,280.00
|
| | 264.000 | 7,392.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L022.11 | 8.20 | 769.400 | 6,309.08
|
FABRIC SILT FENCE-LOW POROSITY | m | 769.400 | 6,309.08
|
| | 738.400 | 6,054.88
|
| | 0.000 | 0.00
|
| | |
|
0007 L022.75 | 16.40 | 258.000 | 4,231.20
|
TEMPORARY SILT CHECK | m | 258.000 | 4,231.20
|
| | 284.700 | 4,669.08
|
| | 0.000 | 0.00
|
| | |
|
0008 0030.10 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1009.00 | 1,800.00 | 1.000 | 1,800.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,800.00
|
| | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1010.01 | 1.59 | 36,574.000 | 58,152.66
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 36,574.000 | 58,152.66
|
| | 38,441.000 | 61,121.19
|
| | 1,867.000 | 2,968.53
|
| | |
|
0011 1011.00 | 1.50 | 1,826.000 | 2,739.00
|
WATER | kL | 1,826.000 | 2,739.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1012.00 | 65.00 | 6.000 | 390.00
|
RIGHT-OF-WAY MARKERS | EACH | 6.000 | 390.00
|
| | 6.000 | 390.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1040.05 | 0.28 | 18,480.000 | 5,174.40
|
TEMPORARY SLOPE PROTECTION | m2 | 18,480.000 | 5,174.40
|
| | 18,480.000 | 5,174.40
|
| | 0.000 | 0.00
|
| | |
|
0014 1041.00 | 0.24 | 11,900.000 | 2,856.00
|
SALVAGING AND PLACING TOPSOIL | m2 | 11,900.000 | 2,856.00
|
| | 11,900.000 | 2,856.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1102.00 | 2.82 | 5,679.000 | 16,014.78
|
REMOVE ASPHALT SURFACE | m2 | 5,679.000 | 16,014.78
|
| | 603.417 | 1,701.64
|
| | 0.000 | 0.00
|
| | |
|
0016 1120.00 | 120.00 | 2.000 | 240.00
|
REMOVE DISCHARGE STRUCTURE | EACH | 2.000 | 240.00
|
| | 2.000 | 240.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1125.00 | 1,950.00 | 1.000 | 1,950.00
|
CLEAR TRACT | EACH | 1.000 | 1,950.00
|
| | 1.000 | 1,950.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1500.60 | 36.00 | 75.000 | 2,700.00
|
INSTALL 1500 mm CORRUGATED METAL PIPE | m | 75.000 | 2,700.00
|
| | 82.297 | 2,962.69
|
| | 0.000 | 0.00
|
| | |
|
0019 7017.00 | 17.40 | 328.000 | 5,707.20
|
REMOVE GUARDRAIL | m | 328.000 | 5,707.20
|
| | 333.000 | 5,794.20
|
| | 0.000 | 0.00
|
| | |
|
0020 9110.01 | 65.00 | 20.000 | 1,300.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,300.00
|
| | 29.000 | 1,885.00
|
| | 0.000 | 0.00
|
| | |
|
0021 9110.03 | 50.00 | 20.000 | 1,000.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 9110.07 | 40.00 | 20.000 | 800.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 800.00
|
| | 7.500 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
0410 9110.10 | 89.25 | 0.000 | 0.00
|
RENTAL OF EXCAVATOR, FULLY OPERATED | HOUR | 5.000 | 446.25
|
| | 6.500 | 580.13
|
| | 0.000 | 0.00
|
| | |
|
0411 9110.02 | 63.00 | 0.000 | 0.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 25.000 | 1,575.00
|
| | 25.500 | 1,606.50
|
| | 0.000 | 0.00
|
| | |
|
0412 9110.12 | 73.50 | 0.000 | 0.00
|
RENTAL OF SCRAPER, FULLY OPERATED | HOUR | 7.000 | 514.50
|
| | 6.000 | 441.00
|
| | 0.000 | 0.00
|
| | |
|
0413 9110.03 | 52.50 | 0.000 | 0.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 262.50
|
| | 1.000 | 52.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 160,214.43
|
| | Current | 163,012.68
|
| | In place | 148,668.90
|
| | This Estimate | 3,096.11
|
| | |
|
GROUP 4 CULVERT | | |
|
0023 0030.40 | 16,000.00 | 1.000 | 16,000.00
|
MOBILIZATION | LS | 1.000 | 16,000.00
|
| | 1.000 | 16,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1043.50 | 2.20 | 450.000 | 990.00
|
RIPRAP FILTER FABRIC | m2 | 450.000 | 990.00
|
| | 450.000 | 990.00
|
| | 450.000 | 990.00
|
| | |
|
0025 4040.00 | 228.00 | 1.000 | 228.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 1.000 | 228.00
|
| | 1.000 | 228.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4045.00 | 5,556.00 | 1.000 | 5,556.00
|
REMOVE STRUCTURE | EACH | 1.000 | 5,556.00
|
| | 1.000 | 5,556.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4050.01 | 21.00 | 6.000 | 126.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 6.000 | 126.00
|
| | 6.000 | 126.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4051.01 | 14.16 | 1,161.000 | 16,439.76
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,161.000 | 16,439.76
|
| | 1,161.000 | 16,439.76
|
| | 0.000 | 0.00
|
| | |
|
0029 4101.06 | 414.80 | 181.010 | 75,082.95
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 181.010 | 75,082.95
|
| | 181.010 | 75,082.95
|
| | 0.000 | 0.00
|
| | |
|
0030 4151.00 | 1.46 | 10,008.000 | 14,611.68
|
REINFORCING STEEL FOR BOX CULVERT | kg | 10,008.000 | 14,611.68
|
| | 10,008.000 | 14,611.68
|
| | 0.000 | 0.00
|
| | |
|
0031 4350.24 | 70.00 | 11.000 | 770.00
|
600 mm CORRUGATED METAL PIPE | m | 11.000 | 770.00
|
| | 11.000 | 770.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4360.24 | 220.00 | 1.000 | 220.00
|
600 mm METAL FLARED-END SECTION | EACH | 1.000 | 220.00
|
| | 1.000 | 220.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6104.00 | 19.00 | 380.000 | 7,220.00
|
BROKEN CONCRETE RIPRAP | Mg | 380.000 | 7,220.00
|
| | 380.000 | 7,220.00
|
| | 0.000 | 0.00
|
| | |
|
0407 1500.24 | 4.60 | 0.000 | 0.00
|
INSTALL 600 mm CORRUGATED METAL PIPE | m | 9.140 | 42.04
|
| | 9.140 | 42.04
|
| | 0.000 | 0.00
|
| | |
|
0408 2011.05 | 18.52 | 0.000 | 0.00
|
CRUSHED ROCK FOR TEMPORARY SURFACING | Mg | 12.972 | 240.24
|
| | 12.972 | 240.24
|
| | 0.000 | 0.00
|
| | |
|
0423 2015.02 | 41.48 | 0.000 | 0.00
|
CRUSHED ROCK BEDDING | m3 | 18.160 | 753.28
|
| | 18.160 | 753.28
|
| | 0.000 | 0.00
|
| | |
|
409 2001.20 | 6.95 | 0.000 | 0.00
|
GRAVEL FOR TEMPORARY SURFACING | m3 | 23.841 | 165.69
|
| | 23.851 | 165.76
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 137,244.39
|
| | Current | 138,445.65
|
| | In place | 138,445.71
|
| | This Estimate | 990.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 78+57 | | |
|
0034 0030.60 | 70,000.00 | 1.000 | 70,000.00
|
MOBILIZATION | LS | 1.000 | 70,000.00
|
| | 1.000 | 70,000.00
|
| | 0.000 | 0.00
|
| | |
|
0035 3017.55 | 19.00 | 958.000 | 18,202.00
|
SOIL GRID CONFINEMENT SYSTEM | m2 | 958.000 | 18,202.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 3050.15 | 235.80 | 129.000 | 30,418.20
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 129.000 | 30,418.20
|
| | 129.000 | 30,418.20
|
| | 0.000 | 0.00
|
| | |
|
0037 3051.10 | 1.10 | 8,389.000 | 9,227.90
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,389.000 | 9,227.90
|
| | 8,389.000 | 9,227.90
|
| | 0.000 | 0.00
|
| | |
|
0038 6000.10 | 7,000.00 | 1.000 | 7,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,000.00
|
| | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6000.11 | 7,000.00 | 1.000 | 7,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,000.00
|
| | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6005.35 | 200.00 | 27.000 | 5,400.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 27.000 | 5,400.00
|
| | 27.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6005.78 | 1,000.00 | 4.000 | 4,000.00
|
EXPANSION BEARING, TFE TYPE | EACH | 4.000 | 4,000.00
|
| | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6005.83 | 800.00 | 4.000 | 3,200.00
|
FIXED BEARING | EACH | 4.000 | 3,200.00
|
| | 4.000 | 3,200.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6010.22 | 393.00 | 79.800 | 31,361.40
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 79.800 | 31,361.40
|
| | 79.800 | 31,361.40
|
| | 0.000 | 0.00
|
| | |
|
0044 6010.26 | 340.60 | 179.100 | 61,001.46
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 179.100 | 61,001.46
|
| | 179.100 | 61,001.47
|
| | 0.000 | 0.00
|
| | |
|
0045 6011.11 | 100,000.00 | 1.000 | 100,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 100,000.00
|
| | 1.000 | 100,000.00
|
| | 0.000 | 0.00
|
| | |
|
0046 6040.00 | 27,000.00 | 1.000 | 27,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 27,000.00
|
| | 1.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0047 6080.00 | 5.50 | 206.000 | 1,133.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 206.000 | 1,133.00
|
| | 206.000 | 1,133.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6095.00 | 900.00 | 3.000 | 2,700.00
|
STEEL DIAPHRAGM | EACH | 3.000 | 2,700.00
|
| | 3.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6131.50 | 1.10 | 20,426.000 | 22,468.60
|
EPOXY COATED REINFORCING STEEL | kg | 20,426.000 | 22,468.60
|
| | 20,954.000 | 23,049.40
|
| | 0.000 | 0.00
|
| | |
|
0050 6139.50 | 32.00 | 72.000 | 2,304.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 72.000 | 2,304.00
|
| | 72.000 | 2,304.00
|
| | 0.000 | 0.00
|
| | |
|
0051 6210.50 | 25.00 | 980.000 | 24,500.00
|
PIPE PILING | m | 980.000 | 24,500.00
|
| | 984.390 | 24,609.75
|
| | 0.000 | 0.00
|
| | |
|
0052 6310.00 | 129.12 | 263.000 | 33,958.56
|
STEEL SHEET PILING | m2 | 263.000 | 33,958.56
|
| | 255.629 | 33,006.82
|
| | 0.000 | 0.00
|
| | |
|
0053 8091.00 | 30.00 | 286.000 | 8,580.00
|
GRANULAR BACKFILL | m3 | 286.000 | 8,580.00
|
| | 286.000 | 8,580.00
|
| | 0.000 | 0.00
|
| | |
|
0415 3017.55 | 19.00 | 0.000 | 0.00
|
SOIL GRID CONFINEMENT SYSTEM | m2 | -958.000 | -18,202.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0416 3017.55 | 24.15 | 0.000 | 0.00
|
SOIL GRID CONFINEMENT SYSTEM | m2 | 958.000 | 23,135.70
|
| | 958.000 | 23,135.70
|
| | 0.000 | 0.00
|
| | |
|
0418 0095.00 | 522.00 | 0.000 | 0.00
|
ADDITIONAL FREIGHT | LS | 1.000 | 522.00
|
| | 1.000 | 522.00
|
| | 0.000 | 0.00
|
| | |
|
0419 3800.50 | 0.6095 | 0.000 | 0.00
|
REINFORCING STEEL STOCKPILED | kg | 425.000 | 259.04
|
| | 425.000 | 259.04
|
| | 0.000 | 0.00
|
| | |
|
0601 6210.61 | 50.00 | 0.000 | 0.00
|
PILE SPLICE | EACH | 6.000 | 300.00
|
| | 7.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 78+57 | | Contracted | 469,455.12
|
| | Current | 475,469.86
|
| | In place | 475,258.68
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0054 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
|
| | |
|
0055 7011.20 | 41.00 | 60.960 | 2,499.36
|
W-BEAM GUARDRAIL | m | 60.960 | 2,499.36
|
| | 64.770 | 2,655.57
|
| | 0.000 | 0.00
|
| | |
|
0056 7020.00 | 1,200.00 | 4.000 | 4,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,800.00
|
| | 4.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0057 7021.70 | 1,400.00 | 4.000 | 5,600.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 5,600.00
|
| | 4.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 15,399.36
|
| | Current | 15,399.36
|
| | In place | 15,555.57
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0058 L001.01 | 1,930.00 | 3.500 | 6,755.00
|
SEEDING, TYPE A | ha | 3.500 | 6,755.00
|
| | 3.008 | 5,805.44
|
| | 3.008 | 5,805.44
|
| | |
|
0059 L001.02 | 1,520.00 | 0.500 | 760.00
|
SEEDING, TYPE B | ha | 0.500 | 760.00
|
| | 0.372 | 565.44
|
| | 0.372 | 565.44
|
| | |
|
0060 L032.75 | 73.00 | 18.000 | 1,314.00
|
MULCH | Mg | 18.000 | 1,314.00
|
| | 11.583 | 845.56
|
| | 11.583 | 845.56
|
| | |
|
0061 0030.90 | 22,400.00 | 1.000 | 22,400.00
|
MOBILIZATION | LS | 1.000 | 22,400.00
|
| | 1.000 | 22,400.00
|
| | 0.000 | 0.00
|
| | |
|
0062 2010.00 | 45.00 | 10.000 | 450.00
|
CRUSHED ROCK SURFACE COURSE | m3 | 10.000 | 450.00
|
| | 43.235 | 1,945.58
|
| | 0.000 | 0.00
|
| | |
|
0063 2020.00 | 12.00 | 68.000 | 816.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 68.000 | 816.00
|
| | 68.000 | 816.00
|
| | 0.000 | 0.00
|
| | |
|
0064 2020.50 | 49.60 | 622.000 | 30,851.20
|
SURFACING | m2 | 622.000 | 30,851.20
|
| | 692.892 | 34,367.44
|
| | 0.000 | 0.00
|
| | |
|
0065 2021.00 | 100.00 | 1.000 | 100.00
|
MAILBOX POST | EACH | 1.000 | 100.00
|
| | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
0066 8008.00 | 137.10 | 38.000 | 5,209.80
|
ARMOR COAT AGGREGATE | m3 | 38.000 | 5,209.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 9052.00 | 261.60 | 7.680 | 2,009.09
|
ARMOR COAT EMULSIFIED ASPHALT | kL | 7.680 | 2,009.09
|
| | 6.870 | 1,797.19
|
| | 0.000 | 0.00
|
| | |
|
0068 9111.00 | 2.00 | 129.000 | 258.00
|
WATER | kL | 129.000 | 258.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 9170.00 | 250.00 | 15.664 | 3,916.00
|
EARTH SHOULDER CONSTRUCTION | StaM | 15.664 | 3,916.00
|
| | 10.150 | 2,537.50
|
| | 0.000 | 0.00
|
| | |
|
0070 9173.20 | 2.20 | 6,094.000 | 13,406.80
|
SUBGRADE PREPARATION | m2 | 6,094.000 | 13,406.80
|
| | 5,862.892 | 12,898.36
|
| | 0.000 | 0.00
|
| | |
|
0071 9188.01 | 5.20 | 5,170.000 | 26,884.00
|
BITUMINOUS SURFACE COURSE | m2 | 5,170.000 | 26,884.00
|
| | 5,170.000 | 26,884.00
|
| | 0.000 | 0.00
|
| | |
|
0072 9188.50 | 44.50 | 302.000 | 13,439.00
|
SURFACING UNDER GUARDRAIL | m2 | 302.000 | 13,439.00
|
| | 302.000 | 13,439.00
|
| | 0.000 | 0.00
|
| | |
|
0401 9006.63 | 52.08367 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE 11 OR 11R | Mg | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0402 0030.02 | 3,150.00 | 0.000 | 0.00
|
REMOBILIZATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0404 9006.63 | 52.08367 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE 11 OR 11R | Mg | 1,363.380 | 71,009.83
|
| | 1,363.380 | 71,009.83
|
| | 0.000 | 0.00
|
| | |
|
0405 0030.02 | 3,150.00 | 0.000 | 0.00
|
REMOBILIZATION | LS | 1.000 | 3,150.00
|
| | 1.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
0406 0003.10 | 178.50 | 0.000 | 0.00
|
FLAGGING | DAY | 3.000 | 535.50
|
| | 3.000 | 535.50
|
| | 0.000 | 0.00
|
| | |
|
0414 A900.10 | 5,670.00 | 0.000 | 0.00
|
ADDITIONAL WORK | EACH | 1.000 | 5,670.00
|
| | 1.000 | 5,670.00
|
| | 0.000 | 0.00
|
| | |
|
0421 1102.01 | 3.21 | 0.000 | 0.00
|
REMOVE ASPHALT SURFACE | m2 | 5,198.000 | 16,685.58
|
| | 5,198.000 | 16,685.58
|
| | 0.000 | 0.00
|
| | |
|
0422 0030.00 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
| | 1.000 | 498.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 128,568.89
|
| | Current | 226,118.55
|
| | In place | 221,951.17
|
| | This Estimate | 7,216.44
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0073 0001.08 | 0.50 | 2,835.000 | 1,417.50
|
BARRICADE, TYPE II | BDAY | 2,835.000 | 1,417.50
|
| | 17,156.000 | 8,578.00
|
| | 0.000 | 0.00
|
| | |
|
0074 0001.10 | 1.50 | 1,566.000 | 2,349.00
|
BARRICADE, TYPE III | BDAY | 1,566.000 | 2,349.00
|
| | 4,288.000 | 6,432.00
|
| | 48.000 | 72.00
|
| | |
|
0075 0001.30 | 1.80 | 432.000 | 777.60
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 432.000 | 777.60
|
| | 793.000 | 1,427.40
|
| | 32.000 | 57.60
|
| | |
|
0076 0001.90 | 0.50 | 7,020.000 | 3,510.00
|
SIGN DAY | EACH | 7,020.000 | 3,510.00
|
| | 12,909.000 | 6,454.50
|
| | 272.000 | 136.00
|
| | |
|
0077 0002.30 | 2.50 | 140.000 | 350.00
|
PAVEMENT MARKING REMOVAL | m | 140.000 | 350.00
|
| | 175.000 | 437.50
|
| | 0.000 | 0.00
|
| | |
|
0078 0002.39 | 1.00 | 2,500.000 | 2,500.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 2,500.000 | 2,500.00
|
| | 183.000 | 183.00
|
| | 0.000 | 0.00
|
| | |
|
0079 0010.04 | 3,000.00 | 1.000 | 3,000.00
|
FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 0030.00 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0403 0003.10 | 178.50 | 0.000 | 0.00
|
FLAGGING | DAY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0420 0002.31 | 0.7875 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING | m | 4,077.000 | 3,210.64
|
| | 4,077.000 | 3,210.64
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 17,404.10
|
| | Current | 20,614.74
|
| | In place | 30,223.04
|
| | This Estimate | 265.60
|
| | |
|
Totals for contract | | Contracted | 928,286.29
|
---|
| | Current | 1,038,562.08
|
---|
| | In place | 1,030,103.07
|
---|
| | This Estimate | 11,568.15
|
---|