| | | 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 L022.11 | 6.50 | 131.000 | 851.50
|
FABRIC SILT FENCE-LOW POROSITY | m | 131.000 | 851.50
|
| | 89.570 | 582.21
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 6,500.00 | 1.000 | 6,500.00
|
MOBILIZATION | LS | 1.000 | 6,500.00
|
| | 1.000 | 6,500.00
|
| | 0.000 | 0.00
|
| | |
|
0003 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
|
| | |
|
0004 1011.00 | 0.10 | 778.000 | 77.80
|
WATER | kL | 784.000 | 78.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1020.01 | 10.00 | 100.000 | 1,000.00
|
DELINEATOR, TYPE I | EACH | 100.000 | 1,000.00
|
| | 110.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1021.10 | 3.75 | 100.000 | 375.00
|
REMOVE DELINEATOR UNITS | EACH | 100.000 | 375.00
|
| | 98.000 | 367.50
|
| | 0.000 | 0.00
|
| | |
|
0007 1030.00 | 11.98 | 10,364.000 | 124,160.72
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 10,456.000 | 125,262.88
|
| | 10,456.000 | 125,262.88
|
| | 0.000 | 0.00
|
| | |
|
0008 1101.00 | 5.10 | 1,975.000 | 10,072.50
|
REMOVE PAVEMENT | m2 | 1,975.000 | 10,072.50
|
| | 1,405.551 | 7,168.31
|
| | 0.000 | 0.00
|
| | |
|
0009 1101.25 | 8.20 | 390.000 | 3,198.00
|
SAWING PAVEMENT | m | 390.000 | 3,198.00
|
| | 409.520 | 3,358.06
|
| | 0.000 | 0.00
|
| | |
|
0010 1102.00 | 4.20 | 3,664.000 | 15,388.80
|
REMOVE ASPHALT SURFACE | m2 | 3,984.000 | 16,732.80
|
| | 4,307.563 | 18,091.78
|
| | 0.000 | 0.00
|
| | |
|
0011 1122.01 | 6.05 | 576.000 | 3,484.80
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 576.000 | 3,484.80
|
| | 642.866 | 3,889.34
|
| | 0.000 | 0.00
|
| | |
|
0012 4900.24 | 500.00 | 1.000 | 500.00
|
AREA INLET SEDIMENT FILTER | EACH | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0013 7017.50 | 8.50 | 457.200 | 3,886.20
|
REMOVE & SALVAGE GUARDRAIL | m | 457.200 | 3,886.20
|
| | 869.510 | 7,390.84
|
| | 0.000 | 0.00
|
| | |
|
0238 4061.01 | 23.96 | 0.000 | 0.00
|
EXCAVATION OF UNSUITABLE MATERIAL | m3 | 139.669 | 3,346.47
|
Overex of unsuitable material | | 139.669 | 3,346.47
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 171,495.32
|
| | Current | 177,288.55
|
| | In place | 179,557.39
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0014 0030.40 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1119.00 | 500.00 | 1.000 | 500.00
|
REMOVE INLET | EACH | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4035.00 | 100.00 | 1.000 | 100.00
|
REMOVE FLARED-END SECTION | EACH | 1.000 | 100.00
|
| | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4050.01 | 30.00 | 14.000 | 420.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 14.000 | 420.00
|
| | 14.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0018 4105.59 | 2,000.00 | 0.500 | 1,000.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 0.500 | 1,000.00
|
| | 0.500 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4130.06 | 2,800.00 | 0.100 | 280.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.100 | 280.00
|
| | 0.100 | 280.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4155.50 | 4.40 | 22.000 | 96.80
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 22.000 | 96.80
|
| | 22.000 | 96.80
|
| | 0.000 | 0.00
|
| | |
|
0021 4450.18 | 142.00 | 10.000 | 1,420.00
|
450 mm REINFORCED CONCRETE PIPE | m | 10.000 | 1,420.00
|
| | 10.000 | 1,420.00
|
| | 0.000 | 0.00
|
| | |
|
0022 4451.18 | 200.00 | 12.000 | 2,400.00
|
450 mm REINFORCED CONCRETE PIPE CLASS IV | m | 12.000 | 2,400.00
|
| | 12.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4460.18 | 485.00 | 1.000 | 485.00
|
450 mm CONCRETE FLARED-END SECTION | EACH | 1.000 | 485.00
|
| | 1.000 | 485.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4830.18 | 1,000.00 | 12.000 | 12,000.00
|
JACKING 450 mm REINFORCED CONCRETE PIPE CLASS IV | m | 12.000 | 12,000.00
|
| | 12.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0237 1705.24 | 186.867 | 0.000 | 0.00
|
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5 | m | 7.315 | 1,366.93
|
Install 600mm Arch Driveway Pipe Extension. | | 7.315 | 1,366.93
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 21,701.80
|
| | Current | 23,068.73
|
| | In place | 23,068.73
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0025 L001.02 | 1,151.00 | 7.200 | 8,287.20
|
SEEDING, TYPE B | ha | 7.200 | 8,287.20
|
| | 7.200 | 8,287.20
|
| | 0.000 | 0.00
|
| | |
|
0026 L032.75 | 85.00 | 36.000 | 3,060.00
|
MULCH | Mg | 36.000 | 3,060.00
|
| | 33.020 | 2,806.70
|
| | 0.000 | 0.00
|
| | |
|
0027 0030.50 | 75.00 | 1.000 | 75.00
|
MOBILIZATION | LS | 1.000 | 75.00
|
| | 1.000 | 75.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 11,422.20
|
| | Current | 11,422.20
|
| | In place | 11,168.90
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 258+07.29 LT. | | |
|
0028 0030.60 | 75,000.00 | 1.000 | 75,000.00
|
MOBILIZATION | LS | 1.000 | 75,000.00
|
| | 1.000 | 75,000.00
|
| | 0.000 | 0.00
|
| | |
|
0029 3050.15 | 240.00 | 136.700 | 32,808.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 136.700 | 32,808.00
|
| | 136.700 | 32,808.00
|
| | 0.000 | 0.00
|
| | |
|
0030 3051.10 | 1.60 | 8,865.000 | 14,184.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,865.000 | 14,184.00
|
| | 8,865.000 | 14,184.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6000.10 | 1,500.00 | 1.000 | 1,500.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6000.11 | 1,500.00 | 1.000 | 1,500.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6000.60 | 9,000.00 | 1.000 | 9,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6001.50 | 9,000.00 | 1.000 | 9,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6001.51 | 9,000.00 | 1.000 | 9,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0036 6001.52 | 9,000.00 | 1.000 | 9,000.00
|
BENT NO.3 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6005.35 | 180.00 | 28.370 | 5,106.60
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 28.370 | 5,106.60
|
| | 28.370 | 5,106.60
|
| | 0.000 | 0.00
|
| | |
|
0038 6005.60 | 200.00 | 50.000 | 10,000.00
|
ELASTOMERIC BEARING | EACH | 50.000 | 10,000.00
|
| | 50.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6010.22 | 480.00 | 109.400 | 52,512.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 109.400 | 52,512.00
|
| | 109.400 | 52,512.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6010.26 | 330.00 | 333.400 | 110,022.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 333.400 | 110,022.00
|
| | 333.400 | 110,022.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6011.11 | 270,000.00 | 1.000 | 270,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 270,000.00
|
AT STA. 258+07.29 | | 1.000 | 270,000.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6030.00 | 40,000.00 | 1.000 | 40,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 40,000.00
|
AT STA. 258+07.29 LT. | | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6080.00 | 7.00 | 440.000 | 3,080.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 440.000 | 3,080.00
|
| | 440.000 | 3,080.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6104.00 | 25.00 | 638.000 | 15,950.00
|
BROKEN CONCRETE RIPRAP | Mg | 638.000 | 15,950.00
|
| | 638.000 | 15,950.00
|
| | 0.000 | 0.00
|
| | |
|
0045 6105.02 | 36.00 | 658.000 | 23,688.00
|
ROCK RIPRAP, TYPE B | Mg | 658.000 | 23,688.00
|
| | 210.702 | 7,585.27
|
| | 0.000 | 0.00
|
| | |
|
0046 6131.50 | 1.77 | 37,650.000 | 66,640.50
|
EPOXY COATED REINFORCING STEEL | kg | 37,650.000 | 66,640.50
|
| | 37,650.000 | 66,640.50
|
| | 0.000 | 0.00
|
| | |
|
0047 6139.50 | 38.00 | 35.000 | 1,330.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 35.000 | 1,330.00
|
| | 43.862 | 1,666.76
|
| | 0.000 | 0.00
|
| | |
|
0048 6200.00 | 95.00 | 307.900 | 29,250.50
|
CONCRETE PILING | m | 307.900 | 29,250.50
|
| | 301.332 | 28,626.54
|
| | 0.000 | 0.00
|
| | |
|
0049 6510.55 | 2,600.00 | 1.000 | 2,600.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0050 6601.15 | 36.10 | 109.600 | 3,956.56
|
38 mm CONDUIT IN BRIDGE | m | 109.600 | 3,956.56
|
| | 109.600 | 3,956.56
|
| | 0.000 | 0.00
|
| | |
|
0051 6617.50 | 2,000.00 | 1.000 | 2,000.00
|
PIER REPAIR | EACH | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0052 6617.60 | 2,000.00 | 3.000 | 6,000.00
|
BENT REPAIR | EACH | 3.000 | 6,000.00
|
| | 3.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0053 8091.00 | 18.00 | 355.000 | 6,390.00
|
GRANULAR BACKFILL | m3 | 355.000 | 6,390.00
|
| | 355.000 | 6,390.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6210.59 | 57.00 | 0.000 | 0.00
|
PILE CUT-OFF | m | 6.568 | 374.38
|
| | 6.568 | 374.38
|
| | 0.000 | 0.00
|
| | |
|
4004 6960.02 | 24,197.97 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 24,197.97
|
Additional Pier and Bent work | | 1.000 | 24,197.97
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 258+07.29 LT. | | Contracted | 809,518.16
|
| | Current | 834,090.51
|
| | In place | 817,700.58
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 258+12.40 RT. | | |
|
0054 0030.60 | 3,450.00 | 1.000 | 3,450.00
|
MOBILIZATION | LS | 1.000 | 3,450.00
|
| | 1.000 | 3,450.00
|
| | 0.000 | 0.00
|
| | |
|
0055 6004.50 | 206.50 | 26.700 | 5,513.55
|
EXPANSION JOINT | m | 26.700 | 5,513.55
|
| | 26.700 | 5,513.55
|
| | 0.000 | 0.00
|
| | |
|
0056 6010.28 | 584.00 | 66.300 | 38,719.20
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 66.300 | 38,719.20
|
| | 70.100 | 40,938.40
|
| | 0.000 | 0.00
|
| | |
|
0057 6020.00 | 1.43 | 3,945.000 | 5,641.35
|
REINFORCING STEEL FOR BRIDGE | kg | 3,945.000 | 5,641.35
|
| | 3,945.000 | 5,641.36
|
| | 0.000 | 0.00
|
| | |
|
0058 6030.00 | 17,250.00 | 1.000 | 17,250.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 17,250.00
|
AT STA. 258+12.40 RT. | | 1.000 | 17,250.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6601.15 | 49.00 | 84.800 | 4,155.20
|
38 mm CONDUIT IN BRIDGE | m | 84.800 | 4,155.20
|
| | 84.800 | 4,155.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 258+12.40 RT. | | Contracted | 74,729.30
|
| | Current | 74,729.30
|
| | In place | 76,948.51
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 261+92.70 RT. | | |
|
0060 0030.60 | 4,100.00 | 1.000 | 4,100.00
|
MOBILIZATION | LS | 1.000 | 4,100.00
|
| | 1.000 | 4,100.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6004.50 | 206.50 | 29.700 | 6,133.05
|
EXPANSION JOINT | m | 29.700 | 6,133.05
|
| | 29.700 | 6,133.05
|
| | 0.000 | 0.00
|
| | |
|
0062 6010.28 | 579.00 | 79.000 | 45,741.00
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 79.000 | 45,741.00
|
| | 83.350 | 48,259.65
|
| | 0.000 | 0.00
|
| | |
|
0063 6020.00 | 1.43 | 4,656.000 | 6,658.08
|
REINFORCING STEEL FOR BRIDGE | kg | 4,656.000 | 6,658.08
|
| | 4,656.000 | 6,658.08
|
| | 0.000 | 0.00
|
| | |
|
0064 6030.00 | 21,500.00 | 1.000 | 21,500.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 21,500.00
|
AT STA. 261+92.70 RT. | | 1.000 | 21,500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 261+92.70 RT. | | Contracted | 84,132.13
|
| | Current | 84,132.13
|
| | In place | 86,650.78
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 312+50.6 LT. | | |
|
0065 0030.60 | 12,000.00 | 1.000 | 12,000.00
|
MOBILIZATION | LS | 1.000 | 12,000.00
|
| | 1.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0066 1043.50 | 6.00 | 62.000 | 372.00
|
RIPRAP FILTER FABRIC | m2 | 62.000 | 372.00
|
| | 31.320 | 187.92
|
| | 0.000 | 0.00
|
| | |
|
0067 3050.15 | 293.00 | 150.900 | 44,213.70
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 150.900 | 44,213.70
|
| | 152.650 | 44,726.45
|
| | 0.000 | 0.00
|
| | |
|
0068 3051.10 | 1.63 | 9,040.000 | 14,735.20
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,040.000 | 14,735.20
|
| | 9,040.000 | 14,735.21
|
| | 0.000 | 0.00
|
| | |
|
0069 6000.10 | 2,300.00 | 1.000 | 2,300.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,300.00
|
| | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6000.11 | 2,300.00 | 1.000 | 2,300.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,300.00
|
| | 1.000 | 2,300.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6005.35 | 206.50 | 32.390 | 6,688.54
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 32.390 | 6,688.54
|
| | 32.390 | 6,688.54
|
| | 0.000 | 0.00
|
| | |
|
0072 6007.01 | 46.00 | 370.000 | 17,020.00
|
CLASS I REPAIR | m2 | 370.000 | 17,020.00
|
| | 610.386 | 28,077.75
|
| | 0.000 | 0.00
|
| | |
|
0073 6007.02 | 99.00 | 74.000 | 7,326.00
|
CLASS II REPAIR | m2 | 74.000 | 7,326.00
|
| | 55.867 | 5,530.84
|
| | 0.000 | 0.00
|
| | |
|
0074 6007.03 | 197.50 | 4.000 | 790.00
|
CLASS III REPAIR | m2 | 4.000 | 790.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6008.40 | 31.00 | 463.000 | 14,353.00
|
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | m2 | 463.000 | 14,353.00
|
| | 465.184 | 14,420.71
|
| | 0.000 | 0.00
|
| | |
|
0076 6010.22 | 579.00 | 28.900 | 16,733.10
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 28.900 | 16,733.10
|
| | 28.900 | 16,733.11
|
| | 0.000 | 0.00
|
| | |
|
0077 6010.26 | 502.00 | 54.100 | 27,158.20
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 54.100 | 27,158.20
|
| | 54.100 | 27,158.20
|
| | 0.000 | 0.00
|
| | |
|
0078 6016.02 | 457.00 | 31.200 | 14,258.40
|
CONCRETE FOR OVERLAYS-SF | m3 | 31.200 | 14,258.40
|
| | 38.578 | 17,630.15
|
| | 0.000 | 0.00
|
| | |
|
0079 6030.00 | 32,000.00 | 1.000 | 32,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 32,000.00
|
AT STA. 312+50.60 LT. | | 1.000 | 32,000.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6104.00 | 43.00 | 24.000 | 1,032.00
|
BROKEN CONCRETE RIPRAP | Mg | 24.000 | 1,032.00
|
| | 19.764 | 849.86
|
| | 0.000 | 0.00
|
| | |
|
0081 6105.02 | 57.50 | 5.000 | 287.50
|
ROCK RIPRAP, TYPE B | Mg | 5.000 | 287.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6131.50 | 1.66 | 10,030.000 | 16,649.80
|
EPOXY COATED REINFORCING STEEL | kg | 10,030.000 | 16,649.80
|
| | 10,030.000 | 16,649.80
|
| | 0.000 | 0.00
|
| | |
|
0083 6200.00 | 113.00 | 213.400 | 24,114.20
|
CONCRETE PILING | m | 213.400 | 24,114.20
|
| | 213.400 | 24,114.20
|
| | 0.000 | 0.00
|
| | |
|
0084 6510.55 | 5,250.00 | 1.000 | 5,250.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 5,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 6601.15 | 42.00 | 56.300 | 2,364.60
|
38 mm CONDUIT IN BRIDGE | m | 56.300 | 2,364.60
|
| | 56.300 | 2,364.60
|
| | 0.000 | 0.00
|
| | |
|
0086 8091.00 | 26.00 | 45.000 | 1,170.00
|
GRANULAR BACKFILL | m3 | 45.000 | 1,170.00
|
| | 45.000 | 1,170.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0030.01 | 1,050.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 1,050.00
|
| | 1.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | |
|
4001 6960.02 | 2,828.65 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 2,828.65
|
Additional work chipping & removing bridge deck, for silica | | 1.000 | 2,828.65
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 312+50.6 LT. | | Contracted | 263,116.24
|
| | Current | 266,994.89
|
| | In place | 273,515.99
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 312+50.60 RT. | | |
|
0087 0030.60 | 2,150.00 | 1.000 | 2,150.00
|
MOBILIZATION | LS | 1.000 | 2,150.00
|
| | 1.000 | 2,150.00
|
| | 0.000 | 0.00
|
| | |
|
0088 6010.28 | 646.00 | 11.800 | 7,622.80
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 11.800 | 7,622.80
|
| | 11.800 | 7,622.80
|
| | 0.000 | 0.00
|
| | |
|
0089 6020.00 | 1.43 | 687.000 | 982.41
|
REINFORCING STEEL FOR BRIDGE | kg | 687.000 | 982.41
|
| | 687.000 | 982.41
|
| | 0.000 | 0.00
|
| | |
|
0090 6030.00 | 11,000.00 | 1.000 | 11,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 11,000.00
|
AT STA. 312+50.60 RT. | | 1.000 | 11,000.00
|
| | 0.000 | 0.00
|
| | |
|
0091 6601.15 | 69.50 | 31.200 | 2,168.40
|
38 mm CONDUIT IN BRIDGE | m | 31.200 | 2,168.40
|
| | 31.200 | 2,168.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 312+50.60 RT. | | Contracted | 23,923.61
|
| | Current | 23,923.61
|
| | In place | 23,923.61
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 317+55.80 LT. | | |
|
0092 0030.60 | 2,150.00 | 1.000 | 2,150.00
|
MOBILIZATION | LS | 1.000 | 2,150.00
|
| | 1.000 | 2,150.00
|
| | 0.000 | 0.00
|
| | |
|
0093 6007.01 | 39.00 | 398.100 | 15,525.90
|
CLASS I REPAIR | m2 | 398.100 | 15,525.90
|
| | 358.332 | 13,974.95
|
| | 0.000 | 0.00
|
| | |
|
0094 6007.02 | 99.00 | 137.000 | 13,563.00
|
CLASS II REPAIR | m2 | 137.000 | 13,563.00
|
| | 126.006 | 12,474.59
|
| | 0.000 | 0.00
|
| | |
|
0095 6007.03 | 197.50 | 5.000 | 987.50
|
CLASS III REPAIR | m2 | 5.000 | 987.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 6008.40 | 31.00 | 398.100 | 12,341.10
|
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | m2 | 398.100 | 12,341.10
|
| | 301.502 | 9,346.56
|
| | 0.000 | 0.00
|
| | |
|
0097 6010.25 | 637.00 | 12.860 | 8,191.82
|
CONCRETE CLASS 47BD-35 FOR BRIDGES | m3 | 12.860 | 8,191.82
|
| | 24.710 | 15,740.27
|
| | 0.000 | 0.00
|
| | |
|
0098 6016.02 | 457.00 | 37.800 | 17,274.60
|
CONCRETE FOR OVERLAYS-SF | m3 | 37.800 | 17,274.60
|
| | 24.272 | 11,092.30
|
| | 0.000 | 0.00
|
| | |
|
0099 6020.00 | 1.43 | 810.000 | 1,158.30
|
REINFORCING STEEL FOR BRIDGE | kg | 810.000 | 1,158.30
|
| | 3,863.968 | 5,525.48
|
| | 0.000 | 0.00
|
| | |
|
0100 6030.00 | 10,000.00 | 1.000 | 10,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 10,000.00
|
AT STA. 317+55.80 LT. | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0101 6601.15 | 106.00 | 17.000 | 1,802.00
|
38 mm CONDUIT IN BRIDGE | m | 17.000 | 1,802.00
|
| | 17.000 | 1,802.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 317+55.80 LT. | | Contracted | 82,994.22
|
| | Current | 82,994.22
|
| | In place | 82,106.15
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6F BRIDGE AT STA. 317+59.20 RT. | | |
|
0102 0030.60 | 2,150.00 | 1.000 | 2,150.00
|
MOBILIZATION | LS | 1.000 | 2,150.00
|
| | 1.000 | 2,150.00
|
| | 0.000 | 0.00
|
| | |
|
0103 6010.28 | 637.00 | 12.860 | 8,191.82
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 12.860 | 8,191.82
|
| | 12.860 | 8,191.82
|
| | 0.000 | 0.00
|
| | |
|
0104 6020.00 | 1.43 | 810.000 | 1,158.30
|
REINFORCING STEEL FOR BRIDGE | kg | 810.000 | 1,158.30
|
| | 810.000 | 1,158.30
|
| | 0.000 | 0.00
|
| | |
|
0105 6030.00 | 10,000.00 | 1.000 | 10,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 10,000.00
|
AT STA. 317+59.20 RT. | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0106 6601.15 | 106.00 | 17.000 | 1,802.00
|
38 mm CONDUIT IN BRIDGE | m | 17.000 | 1,802.00
|
| | 17.000 | 1,802.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6F BRIDGE AT STA. 317+59.20 RT. | | Contracted | 23,302.12
|
| | Current | 23,302.12
|
| | In place | 23,302.12
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0107 0030.70 | 1,500.00 | 1.000 | 1,500.00
|
MOBILIZATION | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0108 7011.20 | 14.00 | 129.540 | 1,813.56
|
W-BEAM GUARDRAIL | m | 129.540 | 1,813.56
|
| | 129.540 | 1,813.56
|
| | 0.000 | 0.00
|
| | |
|
0109 7011.30 | 20.00 | 59.050 | 1,181.00
|
THRIE-BEAM GUARDRAIL | m | 59.050 | 1,181.00
|
| | 59.055 | 1,181.10
|
| | 0.000 | 0.00
|
| | |
|
0110 7020.00 | 1,100.00 | 8.000 | 8,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 8,800.00
|
| | 8.000 | 8,800.00
|
| | 0.000 | 0.00
|
| | |
|
0111 7020.60 | 1,100.00 | 6.000 | 6,600.00
|
SPECIAL BRIDGE APPROACH SECTION | EACH | 6.000 | 6,600.00
|
| | 6.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | |
|
0112 7022.00 | 350.00 | 6.000 | 2,100.00
|
END ANCHORAGE ASSEMBLY | EACH | 6.000 | 2,100.00
|
| | 6.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0113 7022.50 | 4,500.00 | 6.000 | 27,000.00
|
BULLNOSE-3.8 m | EACH | 6.000 | 27,000.00
|
| | 6.000 | 27,000.00
|
| | 0.000 | 0.00
|
| | |
|
0114 7024.27 | 1,600.00 | 8.000 | 12,800.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 12,800.00
|
| | 8.000 | 12,800.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 61,794.56
|
| | Current | 61,794.56
|
| | In place | 61,794.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0115 A001.01 | 450.00 | 12.000 | 5,400.00
|
PULL BOX, TYPE PB-1 | EACH | 12.000 | 5,400.00
|
| | 11.000 | 4,950.00
|
| | 0.000 | 0.00
|
| | |
|
0116 A001.02 | 400.00 | 1.000 | 400.00
|
PULL BOX, TYPE PB-1A | EACH | 1.000 | 400.00
|
| | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0117 A001.06 | 625.00 | 2.000 | 1,250.00
|
PULL BOX, TYPE PB-2A | EACH | 4.000 | 2,500.00
|
| | 4.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0118 A003.10 | 650.00 | 5.000 | 3,250.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 4.000 | 2,600.00
|
| | 4.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0119 A003.20 | 650.00 | 1.000 | 650.00
|
TRAFFIC SIGNAL, TYPE TS-1A | EACH | 1.000 | 650.00
|
| | 1.000 | 650.00
|
| | 0.000 | 0.00
|
| | |
|
0120 A004.04 | 900.00 | 4.000 | 3,600.00
|
TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 4.000 | 3,600.00
|
| | 4.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0121 A004.28 | 900.00 | 2.000 | 1,800.00
|
TRAFFIC SIGNAL, TYPE TS-1RR | EACH | 3.000 | 2,700.00
|
| | 3.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
0122 A004.40 | 650.00 | 2.000 | 1,300.00
|
TRAFFIC SIGNAL, TYPE TS-2 | EACH | 2.000 | 1,300.00
|
| | 2.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | |
|
0123 A006.75 | 700.00 | 2.000 | 1,400.00
|
PEDESTAL POLE, TYPE PP-3048 | EACH | 2.000 | 1,400.00
|
| | 2.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
0124 A006.86 | 900.00 | 1.000 | 900.00
|
PEDESTAL POLE, TYPE PP-3660 | EACH | 1.000 | 900.00
|
| | 1.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0125 A006.98 | 275.00 | 12.000 | 3,300.00
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 12.000 | 3,300.00
|
| | 12.000 | 3,300.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A007.00 | 300.00 | 12.000 | 3,600.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 12.000 | 3,600.00
|
| | 12.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A007.08 | 450.00 | 2.000 | 900.00
|
VEHICLE DETECTOR, TYPE TD-3 | EACH | 4.000 | 1,800.00
|
| | 4.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A009.57 | 1,275.00 | 195.000 | 248,625.00
|
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25 | EACH | 195.000 | 248,625.00
|
| | 195.000 | 248,625.00
|
| | 0.000 | 0.00
|
| | |
|
0129 A009.81 | 1,545.00 | 8.000 | 12,360.00
|
STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25 | EACH | 8.000 | 12,360.00
|
| | 7.000 | 10,815.00
|
| | 0.000 | 0.00
|
| | |
|
0130 A012.05 | 4,500.00 | 1.000 | 4,500.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 | EACH | 1.000 | 4,500.00
|
| | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
0131 A012.98 | 6,800.00 | 1.000 | 6,800.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPECMP-21.5-3.7 | EACH | 2.000 | 13,600.00
|
| | 2.000 | 13,600.00
|
| | 0.000 | 0.00
|
| | |
|
0132 A016.90 | 4,800.00 | 1.000 | 4,800.00
|
MAST ARM SIGNAL POLE, TYPE MP-21.5 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0133 A020.17 | 1,000.00 | 2.000 | 2,000.00
|
LIGHTING CONTROL CENTER, TYPE P | EACH | 2.000 | 2,000.00
|
| | 2.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0134 A020.30 | 1,250.00 | 10.000 | 12,500.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 10.000 | 12,500.00
|
| | 10.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0135 A070.10 | 4.00 | 13,901.000 | 55,604.00
|
38 mm CONDUIT IN TRENCH | m | 13,901.000 | 55,604.00
|
| | 14,168.200 | 56,672.80
|
| | 0.000 | 0.00
|
| | |
|
0136 A070.14 | 5.00 | 1,212.000 | 6,060.00
|
50 mm CONDUIT IN TRENCH | m | 1,268.000 | 6,340.00
|
| | 1,334.500 | 6,672.50
|
| | 0.000 | 0.00
|
| | |
|
0137 A070.18 | 6.00 | 34.000 | 204.00
|
75 mm CONDUIT IN TRENCH | m | 31.000 | 186.00
|
| | 29.600 | 177.60
|
| | 0.000 | 0.00
|
| | |
|
0138 A072.10 | 8.00 | 28.000 | 224.00
|
38 mm CONDUIT UNDER ROADWAY | m | 28.000 | 224.00
|
| | 28.000 | 224.00
|
| | 0.000 | 0.00
|
| | |
|
0139 A074.12 | 35.00 | 516.000 | 18,060.00
|
38 mm CONDUIT, JACKED | m | 516.000 | 18,060.00
|
| | 446.000 | 15,610.00
|
| | 0.000 | 0.00
|
| | |
|
0140 A074.14 | 40.00 | 65.000 | 2,600.00
|
50 mm CONDUIT, JACKED | m | 97.000 | 3,880.00
|
| | 109.200 | 4,368.00
|
| | 0.000 | 0.00
|
| | |
|
0141 A074.18 | 45.00 | 42.000 | 1,890.00
|
75 mm CONDUIT, JACKED | m | 44.000 | 1,980.00
|
| | 45.100 | 2,029.50
|
| | 0.000 | 0.00
|
| | |
|
0142 A077.13 | 1.60 | 1,002.000 | 1,603.20
|
3/C #14 AWG TRAFFIC SIGNAL CABLE | m | 1,004.000 | 1,606.40
|
| | 1,060.200 | 1,696.32
|
| | 0.000 | 0.00
|
| | |
|
0143 A077.15 | 1.70 | 46.000 | 78.20
|
5/C #14 AWG TRAFFIC SIGNAL CABLE | m | 46.000 | 78.20
|
| | 51.900 | 88.23
|
| | 0.000 | 0.00
|
| | |
|
0144 A077.22 | 5.00 | 260.000 | 1,300.00
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 259.000 | 1,295.00
|
| | 261.800 | 1,309.00
|
| | 0.000 | 0.00
|
| | |
|
0145 A079.01 | 1.50 | 1,875.000 | 2,812.50
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 1,847.000 | 2,770.50
|
| | 1,853.400 | 2,780.10
|
| | 0.000 | 0.00
|
| | |
|
0146 A079.50 | 0.75 | 999.000 | 749.25
|
GROUNDING CONDUCTOR | m | 999.000 | 749.25
|
| | 1,000.800 | 750.60
|
| | 0.000 | 0.00
|
| | |
|
0147 A079.55 | 3.00 | 17.000 | 51.00
|
SERVICE CABLE | m | 17.000 | 51.00
|
| | 28.000 | 84.00
|
| | 0.000 | 0.00
|
| | |
|
0148 A080.10 | 2.00 | 1,056.000 | 2,112.00
|
STREET LIGHTING CABLE, NO. 2 USE | m | 1,056.000 | 2,112.00
|
| | 1,076.000 | 2,152.00
|
| | 0.000 | 0.00
|
| | |
|
0149 A080.16 | 1.40 | 294.000 | 411.60
|
STREET LIGHTING CABLE, NO. 4 USE ALUMINUM | m | 458.000 | 641.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 A080.22 | 1.40 | 14,777.000 | 20,687.80
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 14,777.000 | 20,687.80
|
| | 14,765.200 | 20,671.28
|
| | 0.000 | 0.00
|
| | |
|
0151 A080.24 | 1.50 | 28,498.000 | 42,747.00
|
STREET LIGHTING CABLE, NO. 6 USE | m | 28,498.000 | 42,747.00
|
| | 28,454.400 | 42,681.60
|
| | 0.000 | 0.00
|
| | |
|
0152 A500.20 | 2,200.00 | 1.000 | 2,200.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0153 A610.00 | 1,500.00 | 1.000 | 1,500.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 1,500.00
|
AT US-34 & US-281 | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0154 A610.10 | 25.00 | 2.000 | 50.00
|
REMOVE TRAFFIC SIGNAL HEAD | EACH | 2.000 | 50.00
|
| | 2.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0155 A700.20 | 350.00 | 2.000 | 700.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 700.00
|
| | 2.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
0156 0003.75 | 6,000.00 | 1.000 | 6,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 6,000.00
|
AT US-34 & US-281 | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0157 0030.81 | 4,309.00 | 1.000 | 4,309.00
|
MOBILIZATION | LS | 1.000 | 4,309.00
|
| | 1.000 | 4,309.00
|
| | 0.000 | 0.00
|
| | |
|
0236 A006.75 | 680.232 | 0.000 | 0.00
|
PEDESTAL POLE, TYPE PP-3048 | EACH | 4.000 | 2,720.93
|
Plan Revision #1 to relocate Early Warning Beacons. | | 4.000 | 2,720.93
|
| | 0.000 | 0.00
|
| | |
|
4002 A700.20 | 1,556.24 | 0.000 | 0.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 1.000 | 1,556.24
|
Move existing light pole at Wildwood Drive | | 1.000 | 1,556.24
|
| | 0.000 | 0.00
|
| | |
|
4005 A401.02 | 1,342.04 | 0.000 | 0.00
|
CONVERT LIGHTING UNIT | EACH | 1.000 | 1,342.04
|
Convert Camera pole to Street Lighting unit | | 1.000 | 1,342.04
|
| | 0.000 | 0.00
|
| | |
|
4006 A001.16 | 557.72 | 0.000 | 0.00
|
PULL BOX, TYPE PB-6 | EACH | 2.000 | 1,115.44
|
Additional pull boxes required on project | | 2.000 | 1,115.44
|
| | 0.000 | 0.00
|
| | |
|
4007 A610.24 | 468.50 | 0.000 | 0.00
|
REMOVE TEMPORARY LIGHTING UNIT | EACH | 2.000 | 937.00
|
Remove lighting units and Transport to Lincoln | | 2.000 | 937.00
|
| | 0.000 | 0.00
|
| | |
|
4009 A110.02 | 1,338.72 | 0.000 | 0.00
|
REPAIR | LS | 1.000 | 1,338.72
|
Bridge at Sta. 258+07.29 | | 1.000 | 1,338.72
|
| | 0.000 | 0.00
|
| | |
|
4010 1905.00 | 1,053.00 | 0.000 | 0.00
|
MATERIAL DELIVERED NOT INCORPORATED | LS | 1.000 | 1,053.00
|
Pole Size 15.2-3.7-0.40 | | 1.000 | 1,053.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 491,288.55
|
| | Current | 507,569.72
|
| | In place | 504,529.90
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0158 0002.55 | 23.00 | 165.120 | 3,797.76
|
OVERLAY BROKEN LINES | StaM | 165.120 | 3,797.76
|
| | 155.270 | 3,571.22
|
| | 0.000 | 0.00
|
| | |
|
0159 0002.60 | 26.00 | 330.240 | 8,586.24
|
OVERLAY SOLID LINES | StaM | 330.240 | 8,586.24
|
| | 888.670 | 23,105.42
|
| | 0.000 | 0.00
|
| | |
|
0160 0030.30 | 135,000.00 | 1.000 | 135,000.00
|
MOBILIZATION | LS | 1.000 | 135,000.00
|
| | 1.000 | 135,000.00
|
| | 0.000 | 0.00
|
| | |
|
0161 1102.50 | 2.95 | 2,178.000 | 6,425.10
|
REMOVE ASPHALT SURFACING FROM PAVEMENT | m2 | 2,498.000 | 7,369.10
|
| | 1,478.913 | 4,362.80
|
| | 0.000 | 0.00
|
| | |
|
0162 2001.00 | 9.00 | 45.000 | 405.00
|
GRAVEL SURFACE COURSE | m3 | 45.000 | 405.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0163 2020.50 | 42.00 | 616.000 | 25,872.00
|
SURFACING | m2 | 616.000 | 25,872.00
|
200mm | | 777.268 | 32,645.26
|
| | 0.000 | 0.00
|
| | |
|
0164 2021.00 | 50.00 | 4.000 | 200.00
|
MAILBOX POST | EACH | 4.000 | 200.00
|
| | 3.000 | 150.00
|
| | 0.000 | 0.00
|
| | |
|
0165 3008.05 | 8.00 | 1,408.000 | 11,264.00
|
TIE BARS | EACH | 1,408.000 | 11,264.00
|
| | 1,910.000 | 15,280.00
|
| | 0.000 | 0.00
|
| | |
|
0166 3017.40 | 39.50 | 35.000 | 1,382.50
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 35.000 | 1,382.50
|
| | 94.156 | 3,719.16
|
| | 0.000 | 0.00
|
| | |
|
0167 3031.80 | 125.00 | 122.000 | 15,250.00
|
205 mm CONCRETE BASE COURSE CLASS PR-25 | m2 | 122.000 | 15,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0168 3032.18 | 46.65 | 2,457.000 | 114,619.05
|
205 mm CONCRETE BASE COURSE, CLASS 47B-HE-25 | m2 | 2,457.000 | 114,619.05
|
| | 3,996.112 | 186,418.62
|
| | 0.000 | 0.00
|
| | |
|
0169 3040.11 | 141.00 | 115.900 | 16,341.90
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 115.900 | 16,341.90
|
| | 212.710 | 29,992.11
|
| | 0.000 | 0.00
|
| | |
|
0170 3040.12 | 125.00 | 786.200 | 98,275.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 786.200 | 98,275.00
|
| | 691.026 | 86,378.26
|
| | 0.000 | 0.00
|
| | |
|
0171 3040.13 | 110.00 | 1,547.500 | 170,225.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 1,547.500 | 170,225.00
|
| | 1,971.138 | 216,825.18
|
| | 0.000 | 0.00
|
| | |
|
0172 3040.18 | 190.00 | 6.500 | 1,235.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 6.500 | 1,235.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 3041.25 | 750.00 | 47.000 | 35,250.00
|
BITUMINOUS PATCHING | Mg | 47.000 | 35,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 3075.31 | 43.45 | 3,579.000 | 155,507.55
|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 3,579.000 | 155,507.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 3091.18 | 48.20 | 859.000 | 41,403.80
|
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25 | m2 | 859.000 | 41,403.80
|
| | 3,286.572 | 158,412.77
|
| | 0.000 | 0.00
|
| | |
|
0176 3221.05 | 116.00 | 267.300 | 31,006.80
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 267.300 | 31,006.80
|
JOINT REPAIR | | 257.664 | 29,889.02
|
| | 0.000 | 0.00
|
| | |
|
0177 3222.06 | 85.00 | 176.000 | 14,960.00
|
205 mm CONCRETE PAVEMENT, CLASS PR-25 | m2 | 176.000 | 14,960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0178 7490.03 | 1.24 | 9,500.000 | 11,780.00
|
100 mm YELLOW THERMOPLASTIC | m | 9,500.000 | 11,780.00
|
| | 8,022.443 | 9,947.83
|
| | 0.000 | 0.00
|
| | |
|
0179 7490.04 | 1.24 | 11,500.000 | 14,260.00
|
100 mm WHITE THERMOPLASTIC | m | 11,500.000 | 14,260.00
|
| | 16,429.886 | 20,373.06
|
| | 0.000 | 0.00
|
| | |
|
0180 8029.10 | 2.10 | 7,193.000 | 15,105.30
|
AGGREGATE FOUNDATION COURSE-D 100 mm | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0181 8051.00 | 21.00 | 328.000 | 6,888.00
|
SOIL BINDER | m3 | 52.560 | 1,103.76
|
| | 36.540 | 767.34
|
| | 0.000 | 0.00
|
| | |
|
0182 8101.40 | 2.95 | 8,539.000 | 25,190.05
|
SUBGRADE STABILIZATION | m2 | 1,370.072 | 4,041.71
|
| | 109.483 | 322.97
|
| | 0.000 | 0.00
|
| | |
|
0183 9000.75 | 14.40 | 300.000 | 4,320.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 300.000 | 4,320.00
|
SPS | | 80.450 | 1,158.48
|
| | 0.000 | 0.00
|
| | |
|
0184 9005.00 | 30.76 | 100.000 | 3,076.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 3,076.00
|
SP4(12.5) | | 100.310 | 3,085.53
|
| | 0.000 | 0.00
|
| | |
|
0185 9005.23 | 14.40 | 6,840.000 | 98,496.00
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 6,670.000 | 96,048.00
|
| | 6,017.450 | 86,651.28
|
| | 0.000 | 0.00
|
| | |
|
0186 9005.45 | 22.76 | 19,790.000 | 450,420.40
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 19,950.000 | 454,062.00
|
| | 18,097.580 | 411,900.93
|
| | 0.000 | 0.00
|
| | |
|
0187 9009.00 | 2.50 | 948.000 | 2,370.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 948.000 | 2,370.00
|
| | 1,958.000 | 4,895.00
|
| | 0.000 | 0.00
|
| | |
|
0188 9020.91 | 174.00 | 16.200 | 2,818.80
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | Mg | 16.200 | 2,818.80
|
| | 2.711 | 471.71
|
| | 0.000 | 0.00
|
| | |
|
0189 9021.01 | 174.00 | 369.360 | 64,268.64
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 360.180 | 62,671.32
|
| | 219.705 | 38,228.67
|
| | 0.000 | 0.00
|
| | |
|
0190 9021.06 | 260.00 | 1,074.060 | 279,255.60
|
PERFORMANCE GRADED BINDER (70-34) | Mg | 1,082.700 | 281,502.00
|
| | 835.893 | 217,332.18
|
| | 0.000 | 0.00
|
| | |
|
0191 9034.00 | 2.50 | 948.000 | 2,370.00
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 948.000 | 2,370.00
|
| | 1,958.000 | 4,895.00
|
| | 0.000 | 0.00
|
| | |
|
0192 9053.00 | 0.26 | 82,830.000 | 21,535.80
|
TACK COAT | L | 82,830.000 | 21,535.80
|
| | 80,338.726 | 20,888.07
|
| | 0.000 | 0.00
|
| | |
|
0193 9111.00 | 2.00 | 610.000 | 1,220.00
|
WATER | kL | 610.000 | 1,220.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 9170.00 | 230.00 | 169.471 | 38,978.33
|
EARTH SHOULDER CONSTRUCTION | StaM | 169.471 | 38,978.33
|
| | 155.270 | 35,712.10
|
| | 0.000 | 0.00
|
| | |
|
0195 9179.80 | 1,550.00 | 4.000 | 6,200.00
|
MILLING CONCRETE FOR INLAYS | EACH | 4.000 | 6,200.00
|
| | 8.000 | 12,400.00
|
| | 0.000 | 0.00
|
| | |
|
0196 9185.76 | 50.00 | 172.000 | 8,600.00
|
RUMBLE STRIPS, ASPHALT | StaM | 172.000 | 8,600.00
|
| | 135.550 | 6,777.50
|
| | 0.000 | 0.00
|
| | |
|
0197 9186.01 | 2,950.00 | 2.388 | 7,044.60
|
CONCRETE SURFACE MILLING | StaM | 2.388 | 7,044.60
|
| | 2.691 | 7,938.45
|
| | 0.000 | 0.00
|
| | |
|
0198 9188.50 | 25.00 | 589.000 | 14,725.00
|
SURFACING UNDER GUARDRAIL | m2 | 589.000 | 14,725.00
|
| | 670.012 | 16,750.30
|
| | 0.000 | 0.00
|
| | |
|
0199 9300.50 | 2,500.00 | 1.000 | 2,500.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0233 3040.11 | 129.30 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 8.525 | 1,102.28
|
91.7% of pay item | | 8.525 | 1,102.28
|
| | 0.000 | 0.00
|
| | |
|
0234 3040.12 | 114.63 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 93.458 | 10,713.09
|
91.7% of contract item | | 93.458 | 10,713.09
|
| | 0.000 | 0.00
|
| | |
|
0235 3040.13 | 100.87 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 107.960 | 10,889.93
|
91.7% of contract price. | | 107.960 | 10,889.93
|
| | 0.000 | 0.00
|
| | |
|
4008 9173.20 | 1.25 | 0.000 | 0.00
|
SUBGRADE PREPARATION | m2 | 7,753.928 | 9,692.41
|
Changed from Subgrade Stabilization to Subgrade prep | | 7,753.928 | 9,692.41
|
| | 0.000 | 0.00
|
| | |
|
4011 3031.80 | 50.00 | 0.000 | 0.00
|
205 mm CONCRETE BASE COURSE CLASS PR-25 | m2 | 60.953 | 3,047.65
|
40 % pay for PR concrete not getting 80% strength | | 60.953 | 3,047.65
|
| | 0.000 | 0.00
|
| | |
|
4012 3040.13 | 44.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT PATCHING, TYPE C FULL DEPTH | m2 | 21.090 | 927.96
|
40 % pay for PR Concrete not getting 80% strength | | 21.090 | 927.96
|
| | 0.000 | 0.00
|
| | |
|
4013 7490.12 | 4.725 | 0.000 | 0.00
|
300 mm WHITE THERMOPLASTIC | m | 313.000 | 1,478.93
|
| | 313.000 | 1,478.93
|
| | 0.000 | 0.00
|
| | |
|
4014 9300.60 | 0.56 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | Mg | 6,815.958 | 3,816.94
|
Smoothness Incentive for SP 4 @ 102.46% | | 6,815.958 | 3,816.94
|
| | 0.000 | 0.00
|
| | |
|
4015 9300.77 | 6.396 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | Mg | 313.534 | 2,005.36
|
Smoothness incentive at 102.46 % | | 313.534 | 2,005.36
|
| | 0.000 | 0.00
|
| | |
|
4016 9300.56 | 0.759 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | Mg | 18,097.580 | 13,736.06
|
Incentive pay for Type 4 Asphalt Air Voids | | 18,097.580 | 13,736.06
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,968,429.22
|
| | Current | 1,986,588.63
|
| | In place | 1,886,156.83
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0200 0001.08 | 0.50 | 20,260.000 | 10,130.00
|
BARRICADE, TYPE II | BDAY | 20,260.000 | 10,130.00
|
| | 44,697.000 | 22,348.50
|
| | 0.000 | 0.00
|
| | |
|
0201 0001.10 | 2.50 | 2,155.000 | 5,387.50
|
BARRICADE, TYPE III | BDAY | 2,155.000 | 5,387.50
|
| | 7,257.000 | 18,142.50
|
| | 0.000 | 0.00
|
| | |
|
0202 0001.30 | 2.50 | 1,220.000 | 3,050.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,220.000 | 3,050.00
|
| | 2,193.000 | 5,482.50
|
| | 0.000 | 0.00
|
| | |
|
0203 0001.75 | 7.50 | 450.000 | 3,375.00
|
TEMPORARY SIGN DAY | EACH | 450.000 | 3,375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 0001.90 | 0.50 | 18,806.000 | 9,403.00
|
SIGN DAY | EACH | 18,806.000 | 9,403.00
|
| | 23,335.000 | 11,667.50
|
| | 0.000 | 0.00
|
| | |
|
0205 0002.30 | 1.14 | 4,350.000 | 4,959.00
|
PAVEMENT MARKING REMOVAL | m | 4,350.000 | 4,959.00
|
| | 1,906.000 | 2,172.84
|
| | 0.000 | 0.00
|
| | |
|
0206 0002.39 | 3.82 | 9,400.000 | 35,908.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 9,400.000 | 35,908.00
|
| | 7,394.000 | 28,245.08
|
| | 0.000 | 0.00
|
| | |
|
0207 0002.47 | 1.57 | 2,000.000 | 3,140.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 2,000.000 | 3,140.00
|
| | 545.000 | 855.65
|
| | 0.000 | 0.00
|
| | |
|
0208 0002.97 | 22.00 | 447.000 | 9,834.00
|
FLASHING ARROW PANEL | DAY | 447.000 | 9,834.00
|
| | 528.000 | 11,616.00
|
| | 0.000 | 0.00
|
| | |
|
0209 0003.10 | 175.00 | 45.000 | 7,875.00
|
FLAGGING | DAY | 45.000 | 7,875.00
|
| | 32.000 | 5,600.00
|
| | 0.000 | 0.00
|
| | |
|
0210 0003.35 | 2,000.00 | 2.000 | 4,000.00
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 2.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0211 0003.51 | 35.00 | 615.000 | 21,525.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 615.000 | 21,525.00
|
| | 734.000 | 25,690.00
|
| | 0.000 | 0.00
|
| | |
|
0212 0003.56 | 5.00 | 968.000 | 4,840.00
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 968.000 | 4,840.00
|
| | 1,137.000 | 5,685.00
|
| | 0.000 | 0.00
|
| | |
|
0213 0003.57 | 950.00 | 8.000 | 7,600.00
|
RELOCATE INERTIAL BARRIER SYSTEM | EACH | 8.000 | 7,600.00
|
| | 8.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
0214 0003.58 | 3,700.00 | 4.000 | 14,800.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 14,800.00
|
| | 5.000 | 18,500.00
|
| | 0.000 | 0.00
|
| | |
|
0215 0003.64 | 275.00 | 5.000 | 1,375.00
|
REPLACEMENT MODULE | EACH | 5.000 | 1,375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0216 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 223.500 | 178.80
|
| | 0.000 | 0.00
|
| | |
|
0218 0030.00 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0219 9110.01 | 75.00 | 25.000 | 1,875.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 25.000 | 1,875.00
|
| | 2.500 | 187.50
|
| | 0.000 | 0.00
|
| | |
|
0220 9110.02 | 70.00 | 20.000 | 1,400.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,400.00
|
| | 0.500 | 35.00
|
| | 0.000 | 0.00
|
| | |
|
0221 9110.03 | 55.00 | 25.000 | 1,375.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 25.000 | 1,375.00
|
| | 5.000 | 275.00
|
| | 0.000 | 0.00
|
| | |
|
0222 9110.07 | 50.00 | 25.000 | 1,250.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 25.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 165,401.50
|
| | Current | 165,401.50
|
| | In place | 174,281.87
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 4,253,248.92
|
---|
| | Current | 4,323,300.66
|
---|
| | In place | 4,224,706.02
|
---|
| | This Estimate | 0.00
|
---|