| | | 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 | 140.76 | 130.000 | 18,298.80
|
COVER CROP SEEDING | ha | 130.000 | 18,298.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L006.50 | 306.00 | 2.000 | 612.00
|
TEMPORARY SEEDING | ha | 2.000 | 612.00
|
| | 1.380 | 422.28
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.00 | 1.38 | 9,628.000 | 13,286.64
|
EROSION CONTROL | m2 | 9,628.000 | 13,286.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.01 | 5.30 | 401.000 | 2,125.30
|
EROSION CONTROL, TYPE A | m2 | 401.000 | 2,125.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.09 | 11.53 | 3,199.000 | 36,884.47
|
EROSION CONTROL, TYPE AAA | m2 | 3,199.000 | 36,884.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L020.10 | 1.59 | 9,745.000 | 15,494.55
|
EROSION CONTROL, TYPE HV | m2 | 9,745.000 | 15,494.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L021.06 | 14.18 | 1,737.000 | 24,630.66
|
EROSION CHECKS, TYPE HV | BALE | 1,737.000 | 24,630.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L022.00 | 2.45 | 2,420.000 | 5,929.00
|
FABRIC SILT CHECKS | m | 2,420.000 | 5,929.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L022.11 | 7.75 | 145.000 | 1,123.75
|
FABRIC SILT FENCE-LOW POROSITY | m | 145.000 | 1,123.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L022.12 | 9.69 | 1,060.000 | 10,271.40
|
FABRIC SILT FENCE-HIGH POROSITY | m | 1,060.000 | 10,271.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 L022.13 | 11.73 | 572.000 | 6,709.56
|
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | m | 572.000 | 6,709.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L022.14 | 9.69 | 324.000 | 3,139.56
|
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY | m | 324.000 | 3,139.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 L022.75 | 45.90 | 48.000 | 2,203.20
|
TEMPORARY SILT CHECK | m | 48.000 | 2,203.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 P300.15 | 32.64 | 20.000 | 652.80
|
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | m | 20.000 | 652.80
|
| | 18.400 | 600.58
|
| | 0.000 | 0.00
|
| | |
|
0015 P300.18 | 42.84 | 23.000 | 985.32
|
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 23.000 | 985.32
|
| | 23.000 | 985.32
|
| | 0.000 | 0.00
|
| | |
|
0016 P300.24 | 56.10 | 20.000 | 1,122.00
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 20.000 | 1,122.00
|
| | 20.000 | 1,122.00
|
| | 0.000 | 0.00
|
| | |
|
0017 P300.48 | 132.60 | 14.000 | 1,856.40
|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 14.000 | 1,856.40
|
| | 14.000 | 1,856.40
|
| | 0.000 | 0.00
|
| | |
|
0018 P300.72 | 216.24 | 39.000 | 8,433.36
|
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 39.000 | 8,433.36
|
| | 39.000 | 8,433.36
|
| | 0.000 | 0.00
|
| | |
|
0019 P400.18 | 79.56 | 709.500 | 56,447.82
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 709.500 | 56,447.82
|
| | 681.500 | 54,220.13
|
| | 0.000 | 0.00
|
| | |
|
0020 0030.10 | 500,000.00 | 1.000 | 500,000.00
|
MOBILIZATION | LS | 1.000 | 500,000.00
|
| | 1.000 | 500,000.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1000.00 | 510.00 | 20.000 | 10,200.00
|
LARGE TREE REMOVAL | EACH | 20.000 | 10,200.00
|
| | 17.000 | 8,670.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1009.00 | 10,200.00 | 1.000 | 10,200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,200.00
|
| | 1.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1010.00 | 1.76 | 131,021.000 | 230,596.96
|
EXCAVATION | m3 | 131,021.000 | 230,596.96
|
| | 131,021.000 | 230,596.96
|
| | 0.000 | 0.00
|
| | |
|
0024 1010.01 | 1.76 | 17,308.000 | 30,462.08
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 17,308.000 | 30,462.08
|
| | 8,654.000 | 15,231.04
|
| | 0.000 | 0.00
|
| | |
|
0025 1010.10 | 2.59 | 1,692,501.000 | 4,383,577.59
|
EXCAVATION, BORROW | m3 | 1,692,501.000 | 4,383,577.59
|
| | 1,669,828.600 | 4,324,856.08
|
| | 0.000 | 0.00
|
| | |
|
0026 1011.00 | 0.51 | 100,750.000 | 51,382.50
|
WATER | kL | 100,750.000 | 51,382.50
|
| | 24,799.720 | 12,647.86
|
| | 0.000 | 0.00
|
| | |
|
0027 1012.00 | 66.30 | 127.000 | 8,420.10
|
RIGHT-OF-WAY MARKERS | EACH | 127.000 | 8,420.10
|
| | 131.000 | 8,685.30
|
| | 0.000 | 0.00
|
| | |
|
0028 1090.00 | 1,530.00 | 3.000 | 4,590.00
|
ABANDON WELLS | EACH | 3.000 | 4,590.00
|
| | 5.000 | 7,650.00
|
| | 0.000 | 0.00
|
| | |
|
0029 1101.00 | 2.30 | 55,414.000 | 127,452.20
|
REMOVE PAVEMENT | m2 | 55,414.000 | 127,452.20
|
| | 40,490.000 | 93,127.00
|
| | 6,158.000 | 14,163.40
|
| | |
|
0030 1102.00 | 1.98 | 31,796.000 | 62,956.08
|
REMOVE ASPHALT SURFACE | m2 | 31,796.000 | 62,956.08
|
| | 19,169.000 | 37,954.62
|
| | 0.000 | 0.00
|
| | |
|
0031 1124.00 | 2,550.00 | 1.000 | 2,550.00
|
REMOVE BUILDING | EACH | 1.000 | 2,550.00
|
AT STA. 195+09 LT. | | 1.000 | 2,550.00
|
| | 0.000 | 0.00
|
| | |
|
0032 1124.01 | 0.01 | 1.000 | 0.01
|
REMOVE BUILDING | EACH | 1.000 | 0.01
|
AT STA. 208+94.174 LT. | | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0033 1124.02 | 0.01 | 1.000 | 0.01
|
REMOVE BUILDING | EACH | 1.000 | 0.01
|
AT STA. 208+94.332 LT. | | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0034 1124.03 | 0.01 | 1.000 | 0.01
|
REMOVE BUILDING | EACH | 1.000 | 0.01
|
AT STA. 208+94.494 LT. | | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0035 1124.04 | 0.01 | 1.000 | 0.01
|
REMOVE BUILDING | EACH | 1.000 | 0.01
|
AT STA. 208+94.553 LT. | | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0036 1124.05 | 0.01 | 1.000 | 0.01
|
REMOVE BUILDING | EACH | 1.000 | 0.01
|
AT STA. 209+42 LT. | | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0037 1125.00 | 255.00 | 1.000 | 255.00
|
CLEAR TRACT | EACH | 1.000 | 255.00
|
AT STA. 145+50 TO 146+00 LT. | | 1.000 | 255.00
|
| | 0.000 | 0.00
|
| | |
|
0038 1125.01 | 255.00 | 1.000 | 255.00
|
CLEAR TRACT | EACH | 1.000 | 255.00
|
AT STA. 163+25 TO 163+75 LT. | | 1.000 | 255.00
|
| | 0.000 | 0.00
|
| | |
|
0039 1125.02 | 255.00 | 1.000 | 255.00
|
CLEAR TRACT | EACH | 1.000 | 255.00
|
AT STA. 181+25 TO 182+00 LT. | | 1.000 | 255.00
|
| | 0.000 | 0.00
|
| | |
|
0040 1125.03 | 2,040.00 | 1.000 | 2,040.00
|
CLEAR TRACT | EACH | 1.000 | 2,040.00
|
AT STA. 194+94 TO 195+36 LT. | | 1.000 | 2,040.00
|
| | 0.000 | 0.00
|
| | |
|
0041 1125.04 | 2,040.00 | 1.000 | 2,040.00
|
CLEAR TRACT | EACH | 1.000 | 2,040.00
|
AT STA. 208+75 TO 209+60 LT. | | 1.000 | 2,040.00
|
| | 0.000 | 0.00
|
| | |
|
0042 1701.24 | 56.10 | 400.000 | 22,440.00
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 400.000 | 22,440.00
|
| | 217.000 | 12,173.70
|
| | 0.000 | 0.00
|
| | |
|
0043 1703.48 | 132.60 | 32.000 | 4,243.20
|
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 32.000 | 4,243.20
|
| | 16.000 | 2,121.60
|
| | 0.000 | 0.00
|
| | |
|
0044 4105.59 | 1,109.76 | 18.600 | 20,641.54
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 18.600 | 20,641.54
|
| | 18.000 | 19,975.67
|
| | 0.000 | 0.00
|
| | |
|
0045 4155.50 | 1.79 | 837.000 | 1,498.23
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 837.000 | 1,498.23
|
| | 810.000 | 1,449.90
|
| | 0.000 | 0.00
|
| | |
|
0046 4310.18 | 195.84 | 31.000 | 6,071.04
|
450 mm FLARED-END SECTION | EACH | 31.000 | 6,071.04
|
| | 30.000 | 5,875.20
|
| | 0.000 | 0.00
|
| | |
|
0047 6040.00 | 15,300.00 | 1.000 | 15,300.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,300.00
|
AT STA. 198+44.756 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6040.01 | 102.00 | 1.000 | 102.00
|
REMOVE STRUCTURE | EACH | 1.000 | 102.00
|
AT STA. 11180+70.85 LT. | | 1.000 | 102.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6040.02 | 102.00 | 1.000 | 102.00
|
REMOVE STRUCTURE | EACH | 1.000 | 102.00
|
AT STA. 11184+07.16 LT. | | 1.000 | 102.00
|
| | 0.000 | 0.00
|
| | |
|
0050 7017.00 | 6.86 | 328.600 | 2,254.20
|
REMOVE GUARDRAIL | m | 328.600 | 2,254.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4009 L006.50 | 1,050.00 | 0.000 | 0.00
|
TEMPORARY SEEDING | ha | 1.380 | 1,449.00
|
perennial grass seed | | 1.380 | 1,449.00
|
| | 0.000 | 0.00
|
| | |
|
4010 7005.00 | 3,357.28 | 0.000 | 0.00
|
ATTACH | LS | 1.000 | 3,357.28
|
install 1800mm pipe for detour and remove | | 1.000 | 3,357.28
|
| | 0.000 | 0.00
|
| | |
|
4016 1010.01 | 2.59 | 0.000 | 0.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,750.000 | 4,532.50
|
build and remove shooflies | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 5,710,091.35
|
| | Current | 5,719,430.13
|
| | In place | 5,371,260.33
|
| | This Estimate | 14,163.40
|
| | |
|
GROUP 1A MSE WALLS | | |
|
0051 0030.10 | 33,864.00 | 1.000 | 33,864.00
|
MOBILIZATION | LS | 1.000 | 33,864.00
|
| | 1.000 | 33,864.00
|
| | 0.000 | 0.00
|
| | |
|
0052 4095.00 | 128.43 | 1,081.000 | 138,832.83
|
CONCRETE FACE PANELS | m2 | 1,081.000 | 138,832.83
|
| | 1,081.000 | 138,832.83
|
| | 0.000 | 0.00
|
| | |
|
0053 4095.10 | 35.59 | 231.000 | 8,221.29
|
CONCRETE LEVELING PADS | m | 231.000 | 8,221.29
|
| | 231.000 | 8,221.29
|
| | 0.000 | 0.00
|
| | |
|
0054 4095.20 | 173.20 | 231.000 | 40,009.20
|
COPING | m | 231.000 | 40,009.20
|
| | 231.000 | 40,009.20
|
| | 0.000 | 0.00
|
| | |
|
0055 4350.21 | 67.98 | 390.000 | 26,512.20
|
525 mm CORRUGATED METAL PIPE | m | 390.000 | 26,512.20
|
| | 362.100 | 24,615.56
|
| | 0.000 | 0.00
|
| | |
|
0056 8024.75 | 16.33 | 5,445.000 | 88,916.85
|
SELECT GRANULAR BACKFILL FOR MSE WALL | m3 | 5,445.000 | 88,916.85
|
| | 8,016.464 | 130,908.87
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALLS | | Contracted | 336,356.37
|
| | Current | 336,356.37
|
| | In place | 376,451.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0057 P402.15 | 68.15 | 496.500 | 33,836.48
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 496.500 | 33,836.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 0030.30 | 735,000.00 | 1.000 | 735,000.00
|
MOBILIZATION | LS | 1.000 | 735,000.00
|
| | 0.500 | 367,500.00
|
| | 0.000 | 0.00
|
| | |
|
0059 1020.03 | 8.16 | 63.000 | 514.08
|
DELINEATOR, TYPE III | EACH | 63.000 | 514.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 1020.06 | 25.50 | 455.000 | 11,602.50
|
FLEXIBLE POST DELINEATOR | EACH | 455.000 | 11,602.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 2001.00 | 17.50 | 560.000 | 9,800.00
|
GRAVEL SURFACE COURSE | m3 | 560.000 | 9,800.00
|
| | 326.020 | 5,705.36
|
| | 30.700 | 537.25
|
| | |
|
0062 2021.00 | 51.00 | 2.000 | 102.00
|
MAILBOX POST | EACH | 2.000 | 102.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 3017.40 | 24.98 | 976.000 | 24,380.48
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 976.000 | 24,380.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 3075.52 | 28.31 | 1,914.000 | 54,185.34
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,914.000 | 54,185.34
|
| | 702.000 | 19,873.62
|
| | 0.000 | 0.00
|
| | |
|
0065 3075.56 | 24.24 | 252,582.000 | 6,122,587.68
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 252,582.000 | 6,122,587.68
|
| | 80,242.100 | 1,945,068.50
|
| | 8,036.400 | 194,802.34
|
| | |
|
0066 3089.25 | 30.70 | 10,493.000 | 322,135.10
|
TEMPORARY SURFACING | m2 | 10,493.000 | 322,135.10
|
200 mm | | 9,655.909 | 296,436.40
|
| | 0.000 | 0.00
|
| | |
|
0067 3300.50 | 10,668.71 | 1.000 | 10,668.71
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 10,668.71
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 3300.65 | 86.70 | 153.000 | 13,265.10
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 153.000 | 13,265.10
|
| | 29.000 | 2,514.30
|
| | 0.000 | 0.00
|
| | |
|
0069 4024.55 | 69.71 | 105.750 | 7,371.83
|
FLUME SPILLWAY | m | 105.750 | 7,371.83
|
| | 36.000 | 2,509.56
|
| | 0.000 | 0.00
|
| | |
|
0070 4024.70 | 1,244.27 | 14.000 | 17,419.78
|
CONCRETE FLUME, TYPE I | EACH | 14.000 | 17,419.78
|
| | 4.000 | 4,977.08
|
| | 0.000 | 0.00
|
| | |
|
0071 4024.73 | 1,680.33 | 20.000 | 33,606.60
|
CONCRETE FLUME, TYPE IV | EACH | 20.000 | 33,606.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 7550.03 | 1.22 | 26,200.000 | 31,964.00
|
100 mm YELLOW EPOXY PAVEMENT MARKING | m | 26,200.000 | 31,964.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 7550.04 | 1.22 | 31,700.000 | 38,674.00
|
100 mm WHITE EPOXY PAVEMENT MARKING | m | 31,700.000 | 38,674.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 7550.12 | 3.67 | 1,600.000 | 5,872.00
|
300 mm WHITE EPOXY PAVEMENT MARKING | m | 1,600.000 | 5,872.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 8051.00 | 11.89 | 11,765.000 | 139,885.85
|
SOIL BINDER | m3 | 11,765.000 | 139,885.85
|
| | 3,879.000 | 46,121.31
|
| | 1,305.000 | 15,516.45
|
| | |
|
0076 8101.40 | 0.63 | 329,283.000 | 207,448.29
|
SUBGRADE STABILIZATION | m2 | 329,283.000 | 207,448.29
|
| | 80,242.100 | 50,552.53
|
| | 8,036.400 | 5,062.93
|
| | |
|
0077 9000.75 | 18.28 | 500.000 | 9,140.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 500.000 | 9,140.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 9005.00 | 30.49 | 100.000 | 3,049.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 3,049.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 9005.45 | 65.77 | 80.000 | 5,261.60
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 80.000 | 5,261.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 9009.86 | 12.20 | 69,861.000 | 852,304.20
|
SURFACING 150mm | m2 | 69,861.000 | 852,304.20
|
| | 609.600 | 7,437.12
|
| | 0.000 | 0.00
|
| | |
|
0081 9009.87 | 27.30 | 3,946.000 | 107,725.80
|
SURFACING 200mm | m2 | 3,946.000 | 107,725.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9009.88 | 38.05 | 1,682.000 | 64,000.10
|
SURFACING 250mm | m2 | 1,682.000 | 64,000.10
|
| | 982.469 | 37,382.95
|
| | 0.000 | 0.00
|
| | |
|
0083 9020.92 | 192.50 | 27.000 | 5,197.50
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 27.000 | 5,197.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9111.00 | 2.71 | 7,421.000 | 20,110.91
|
WATER | kL | 7,421.000 | 20,110.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 9170.00 | 183.60 | 638.515 | 117,231.35
|
EARTH SHOULDER CONSTRUCTION | StaM | 638.515 | 117,231.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 9173.20 | 1.23 | 702.000 | 863.46
|
SUBGRADE PREPARATION | m2 | 702.000 | 863.46
|
| | 1,311.600 | 1,613.27
|
| | 0.000 | 0.00
|
| | |
|
0087 9185.77 | 73.95 | 442.350 | 32,711.78
|
RUMBLE STRIPS, CONCRETE | StaM | 442.350 | 32,711.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0088 9188.50 | 14.35 | 1,124.000 | 16,129.40
|
SURFACING UNDER GUARDRAIL | m2 | 1,124.000 | 16,129.40
|
| | 268.000 | 3,845.80
|
| | 0.000 | 0.00
|
| | |
|
4005 2011.05 | 24.27 | 0.000 | 0.00
|
CRUSHED ROCK FOR TEMPORARY SURFACING | Mg | 300.000 | 7,281.00
|
Crushed Rock | | 127.470 | 3,093.69
|
| | 0.000 | 0.00
|
| | |
|
4006 9175.55 | 8.85 | 0.000 | 0.00
|
MILLINGS | Mg | 220.000 | 1,947.00
|
Millings for temp surfacing | | 218.000 | 1,929.30
|
| | 0.000 | 0.00
|
| | |
|
4014 3089.25 | 30.70 | 0.000 | 0.00
|
TEMPORARY SURFACING | m2 | -1,582.000 | -48,567.40
|
see sht. 2p12,2p14 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4015 9009.75 | 30.70 | 0.000 | 0.00
|
TEMPORARY SURFACING | m2 | 2,916.000 | 89,521.20
|
temporary surfacing for shooflies | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4017 9005.45 | 56.96 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 540.000 | 30,758.40
|
asphalt type SP4 for inlay | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4018 9179.79 | 2.00 | 0.000 | 0.00
|
MILLING FOR ASPHALTIC CONCRETE INLAY | m2 | 4,176.000 | 8,352.00
|
cold milling class 3 for asphalt inlay | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 9,054,044.92
|
| | Current | 9,143,337.12
|
| | In place | 2,796,560.79
|
| | This Estimate | 215,918.97
|
| | |
|
GROUP 4 CULVERTS | | |
|
0089 P120.24 | 101.90 | 22.000 | 2,241.80
|
600 mm CULVERT PIPE, TYPE 2 | m | 22.000 | 2,241.80
|
| | 22.000 | 2,241.80
|
| | 0.000 | 0.00
|
| | |
|
0090 P128.24 | 84.46 | 17.000 | 1,435.82
|
600 mm CULVERT PIPE, TYPE 2 CLASS IV | m | 17.000 | 1,435.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 P200.42 | 236.33 | 45.500 | 10,753.02
|
1050 mm CULVERT PIPE, TYPE 2 OR 5 | m | 45.500 | 10,753.02
|
| | 45.500 | 10,753.02
|
| | 0.000 | 0.00
|
| | |
|
0092 P200.54 | 316.51 | 84.000 | 26,586.84
|
1350 mm CULVERT PIPE, TYPE 2 OR 5 | m | 84.000 | 26,586.84
|
| | 84.000 | 26,586.84
|
| | 0.000 | 0.00
|
| | |
|
0093 P200.72 | 411.06 | 57.500 | 23,635.95
|
1800 mm CULVERT PIPE, TYPE 2 OR 5 | m | 57.500 | 23,635.95
|
| | 57.500 | 23,635.95
|
| | 0.000 | 0.00
|
| | |
|
0094 P277.15 | 62.63 | 18.000 | 1,127.34
|
375 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 18.000 | 1,127.34
|
| | 18.000 | 1,127.34
|
| | 0.000 | 0.00
|
| | |
|
0095 P277.24 | 92.62 | 49.000 | 4,538.38
|
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 49.000 | 4,538.38
|
| | 28.000 | 2,593.36
|
| | 0.000 | 0.00
|
| | |
|
0096 P277.42 | 248.78 | 11.000 | 2,736.58
|
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 11.000 | 2,736.58
|
| | 11.000 | 2,736.58
|
| | 0.000 | 0.00
|
| | |
|
0097 P277.48 | 297.33 | 85.000 | 25,273.05
|
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 85.000 | 25,273.05
|
| | 37.500 | 11,149.88
|
| | 0.000 | 0.00
|
| | |
|
0098 P400.18 | 70.28 | 10.000 | 702.80
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 10.000 | 702.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 P400.24 | 91.80 | 155.000 | 14,229.00
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 155.000 | 14,229.00
|
| | 155.000 | 14,229.00
|
| | 0.000 | 0.00
|
| | |
|
0100 P400.30 | 131.99 | 211.500 | 27,915.89
|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 211.500 | 27,915.89
|
| | 211.500 | 27,915.89
|
| | 0.000 | 0.00
|
| | |
|
0101 P400.36 | 161.47 | 60.000 | 9,688.20
|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 60.000 | 9,688.20
|
| | 60.000 | 9,688.20
|
| | 0.000 | 0.00
|
| | |
|
0102 0030.40 | 15,300.00 | 1.000 | 15,300.00
|
MOBILIZATION | LS | 1.000 | 15,300.00
|
| | 1.000 | 15,300.00
|
| | 0.000 | 0.00
|
| | |
|
0103 1043.50 | 1.94 | 1,344.000 | 2,607.36
|
RIPRAP FILTER FABRIC | m2 | 1,344.000 | 2,607.36
|
| | 1,492.000 | 2,894.48
|
| | 266.000 | 516.04
|
| | |
|
0104 4004.50 | 3.57 | 340.000 | 1,213.80
|
CAST IRON GRATE AND FRAME | kg | 340.000 | 1,213.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 4035.00 | 102.00 | 6.000 | 612.00
|
REMOVE FLARED-END SECTION | EACH | 6.000 | 612.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 4040.00 | 153.00 | 6.000 | 918.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 6.000 | 918.00
|
| | 4.000 | 612.00
|
| | 0.000 | 0.00
|
| | |
|
0107 4045.00 | 1,836.00 | 1.000 | 1,836.00
|
REMOVE STRUCTURE | EACH | 1.000 | 1,836.00
|
AT STA. 124+04.5 | | 1.000 | 1,836.00
|
| | 1.000 | 1,836.00
|
| | |
|
0108 4045.01 | 4,080.00 | 1.000 | 4,080.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,080.00
|
AT STA. 11179+95.845 | | 1.000 | 4,080.00
|
| | 0.000 | 0.00
|
| | |
|
0109 4050.01 | 4.08 | 1,499.300 | 6,117.14
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 1,499.300 | 6,117.14
|
| | 1,320.000 | 5,385.60
|
| | 0.000 | 0.00
|
| | |
|
0110 4051.01 | 6.12 | 1,205.000 | 7,374.60
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,205.000 | 7,374.60
|
| | 1,205.000 | 7,374.60
|
| | 152.500 | 933.30
|
| | |
|
0111 4101.06 | 265.20 | 844.490 | 223,958.75
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 844.490 | 223,958.75
|
| | 844.490 | 223,958.74
|
| | 38.548 | 10,222.93
|
| | |
|
0112 4105.59 | 1,151.78 | 0.940 | 1,082.67
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 0.940 | 1,082.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 4151.00 | 1.07 | 46,738.000 | 50,009.66
|
REINFORCING STEEL FOR BOX CULVERT | kg | 46,738.000 | 50,009.66
|
| | 47,238.230 | 50,544.91
|
| | 2,270.492 | 2,429.43
|
| | |
|
0114 4155.50 | 2.04 | 39.000 | 79.56
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 39.000 | 79.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 4310.18 | 223.69 | 1.000 | 223.69
|
450 mm FLARED-END SECTION | EACH | 1.000 | 223.69
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 4310.24 | 261.32 | 12.000 | 3,135.84
|
600 mm FLARED-END SECTION | EACH | 12.000 | 3,135.84
|
| | 4.000 | 1,045.28
|
| | 0.000 | 0.00
|
| | |
|
0117 4310.30 | 400.45 | 8.000 | 3,203.60
|
750 mm FLARED-END SECTION | EACH | 8.000 | 3,203.60
|
| | 4.000 | 1,601.80
|
| | 0.000 | 0.00
|
| | |
|
0118 4310.36 | 574.06 | 2.000 | 1,148.12
|
900 mm FLARED-END SECTION | EACH | 2.000 | 1,148.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0119 4310.42 | 855.17 | 2.000 | 1,710.34
|
1050 mm FLARED-END SECTION | EACH | 2.000 | 1,710.34
|
| | 2.000 | 1,710.34
|
| | 0.000 | 0.00
|
| | |
|
0120 4310.54 | 991.03 | 4.000 | 3,964.12
|
1350 mm FLARED-END SECTION | EACH | 4.000 | 3,964.12
|
| | 4.000 | 3,964.12
|
| | 0.000 | 0.00
|
| | |
|
0121 4310.72 | 1,693.51 | 2.000 | 3,387.02
|
1800 mm FLARED-END SECTION | EACH | 2.000 | 3,387.02
|
| | 2.000 | 3,387.02
|
| | 0.000 | 0.00
|
| | |
|
0122 4320.15 | 195.53 | 2.000 | 391.06
|
375 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 2.000 | 391.06
|
| | 2.000 | 391.06
|
| | 0.000 | 0.00
|
| | |
|
0123 4320.24 | 257.14 | 4.000 | 1,028.56
|
600 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 4.000 | 1,028.56
|
| | 3.000 | 771.42
|
| | 0.000 | 0.00
|
| | |
|
0124 4320.42 | 925.65 | 2.000 | 1,851.30
|
1050 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 2.000 | 1,851.30
|
| | 2.000 | 1,851.30
|
| | 0.000 | 0.00
|
| | |
|
0125 4670.05 | 130.97 | 6.000 | 785.82
|
CULVERT SANDFILL | m3 | 6.000 | 785.82
|
| | 6.000 | 785.82
|
| | 0.000 | 0.00
|
| | |
|
0126 4880.24 | 461.65 | 17.000 | 7,848.05
|
JACKING 600 mm CULVERT PIPE, TYPE 2 CLASS IV | m | 17.000 | 7,848.05
|
| | 17.000 | 7,848.05
|
| | 0.000 | 0.00
|
| | |
|
0127 6105.01 | 31.01 | 1,296.000 | 40,188.96
|
ROCK RIPRAP, TYPE A | Mg | 1,296.000 | 40,188.96
|
| | 1,441.000 | 44,685.41
|
| | 257.000 | 7,969.57
|
| | |
|
4001 4051.12 | 26.52 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 1,000.000 | 26,520.00
|
In accordance with Subsection 702.05 Para. 6a-b-c of the 1997 Stand. Spec.(Metric) and Supplemental Specs. | | 364.475 | 9,665.88
|
| | 22.945 | 608.50
|
| | |
|
4002 4320.48 | 1,083.60 | 0.000 | 0.00
|
1200 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 4.000 | 4,334.40
|
Plan error. | | 2.000 | 2,167.20
|
| | 0.000 | 0.00
|
| | |
|
4003 4976.05 | 7,875.00 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 7,875.00
|
Install Control Joints @ Sta.11179+95.845 and Sta.4000+34 | | 1.000 | 7,875.00
|
| | 0.000 | 0.00
|
| | |
|
4008 6990.07 | 3,638.46 | 0.000 | 0.00
|
REINSTALL | LS | 1.000 | 3,638.46
|
rebar,concrete debris,rubble encountered @1st bore location | | 1.000 | 3,638.46
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 534,920.69
|
| | Current | 577,288.55
|
| | In place | 536,032.35
|
| | This Estimate | 24,515.77
|
| | |
|
GROUP 6A BRIDGE AT STA. 11179+36.129 | | |
|
0146 0030.60 | 45,900.00 | 1.000 | 45,900.00
|
MOBILIZATION | LS | 1.000 | 45,900.00
|
| | 1.000 | 45,900.00
|
| | 0.000 | 0.00
|
| | |
|
0147 3050.15 | 191.76 | 169.100 | 32,426.62
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 169.100 | 32,426.62
|
| | 168.100 | 32,234.86
|
| | 0.000 | 0.00
|
| | |
|
0148 3051.10 | 1.28 | 10,765.000 | 13,779.20
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 10,765.000 | 13,779.20
|
| | 10,765.000 | 13,779.20
|
| | 0.000 | 0.00
|
| | |
|
0149 6000.10 | 4,080.00 | 1.000 | 4,080.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,080.00
|
| | 1.000 | 4,080.00
|
| | 0.000 | 0.00
|
| | |
|
0150 6000.11 | 4,080.00 | 1.000 | 4,080.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,080.00
|
| | 1.000 | 4,080.00
|
| | 0.000 | 0.00
|
| | |
|
0151 6000.20 | 10,200.00 | 1.000 | 10,200.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 10,200.00
|
| | 1.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | |
|
0152 6005.35 | 122.40 | 34.400 | 4,210.56
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 34.400 | 4,210.56
|
| | 34.400 | 4,210.56
|
| | 0.000 | 0.00
|
| | |
|
0153 6010.22 | 392.70 | 165.800 | 65,109.66
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 165.800 | 65,109.66
|
| | 165.800 | 65,109.66
|
| | 0.000 | 0.00
|
| | |
|
0154 6010.28 | 392.70 | 212.700 | 83,527.29
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 212.700 | 83,527.29
|
| | 211.697 | 83,133.42
|
| | 0.000 | 0.00
|
| | |
|
0155 6011.11 | 96,900.00 | 1.000 | 96,900.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 96,900.00
|
AT STA. 11179+36.129 | | 1.000 | 96,900.00
|
| | 0.000 | 0.00
|
| | |
|
0156 6080.00 | 2.04 | 835.000 | 1,703.40
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 835.000 | 1,703.40
|
| | 835.000 | 1,703.40
|
| | 0.000 | 0.00
|
| | |
|
0157 6095.00 | 382.50 | 8.000 | 3,060.00
|
STEEL DIAPHRAGM | EACH | 8.000 | 3,060.00
|
| | 8.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
0158 6131.50 | 1.28 | 34,490.000 | 44,147.20
|
EPOXY COATED REINFORCING STEEL | kg | 34,490.000 | 44,147.20
|
| | 34,490.000 | 44,147.20
|
| | 0.000 | 0.00
|
| | |
|
0159 6139.50 | 22.44 | 70.000 | 1,570.80
|
SUBSURFACE DRAINAGE MATTING | m2 | 70.000 | 1,570.80
|
| | 70.000 | 1,570.80
|
| | 0.000 | 0.00
|
| | |
|
0160 6200.00 | 90.78 | 182.000 | 16,521.96
|
CONCRETE PILING | m | 182.000 | 16,521.96
|
| | 182.000 | 16,521.96
|
| | 0.000 | 0.00
|
| | |
|
0161 6210.50 | 85.68 | 743.800 | 63,728.78
|
PIPE PILING | m | 743.800 | 63,728.78
|
| | 743.800 | 63,728.79
|
| | 0.000 | 0.00
|
| | |
|
0162 6601.15 | 63.65 | 75.800 | 4,824.67
|
38 mm CONDUIT IN BRIDGE | m | 75.800 | 4,824.67
|
| | 75.800 | 4,824.67
|
| | 0.000 | 0.00
|
| | |
|
0163 8091.00 | 28.56 | 216.000 | 6,168.96
|
GRANULAR BACKFILL | m3 | 216.000 | 6,168.96
|
| | 216.000 | 6,168.96
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 11179+36.129 | | Contracted | 501,939.10
|
| | Current | 501,939.10
|
| | In place | 501,353.48
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 15008+74.274 | | |
|
0182 0030.60 | 45,900.00 | 1.000 | 45,900.00
|
MOBILIZATION | LS | 1.000 | 45,900.00
|
| | 1.000 | 45,900.00
|
| | 0.000 | 0.00
|
| | |
|
0183 3050.15 | 191.76 | 169.100 | 32,426.62
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 169.100 | 32,426.62
|
| | 168.100 | 32,234.86
|
| | 0.000 | 0.00
|
| | |
|
0184 3051.10 | 1.28 | 10,775.000 | 13,792.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 10,775.000 | 13,792.00
|
| | 10,775.000 | 13,792.00
|
| | 0.000 | 0.00
|
| | |
|
0185 6000.10 | 3,570.00 | 1.000 | 3,570.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,570.00
|
| | 1.000 | 3,570.00
|
| | 0.000 | 0.00
|
| | |
|
0186 6000.11 | 3,570.00 | 1.000 | 3,570.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,570.00
|
| | 1.000 | 3,570.00
|
| | 0.000 | 0.00
|
| | |
|
0187 6000.20 | 9,180.00 | 1.000 | 9,180.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 9,180.00
|
| | 1.000 | 9,180.00
|
| | 0.000 | 0.00
|
| | |
|
0188 6005.35 | 124.44 | 34.500 | 4,293.18
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 34.500 | 4,293.18
|
| | 34.500 | 4,293.18
|
| | 0.000 | 0.00
|
| | |
|
0189 6010.22 | 392.70 | 167.900 | 65,934.33
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 167.900 | 65,934.33
|
| | 167.900 | 65,934.33
|
| | 0.000 | 0.00
|
| | |
|
0190 6010.28 | 392.70 | 214.000 | 84,037.80
|
CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 214.000 | 84,037.80
|
| | 208.943 | 82,051.92
|
| | 0.000 | 0.00
|
| | |
|
0191 6011.11 | 102,816.00 | 1.000 | 102,816.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 102,816.00
|
AT STA. 15008+74.274 | | 1.000 | 102,816.00
|
| | 0.000 | 0.00
|
| | |
|
0192 6080.00 | 2.04 | 835.000 | 1,703.40
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 835.000 | 1,703.40
|
| | 835.000 | 1,703.40
|
| | 0.000 | 0.00
|
| | |
|
0193 6095.00 | 382.50 | 8.000 | 3,060.00
|
STEEL DIAPHRAGM | EACH | 8.000 | 3,060.00
|
| | 8.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
0194 6131.50 | 1.28 | 33,540.000 | 42,931.20
|
EPOXY COATED REINFORCING STEEL | kg | 33,540.000 | 42,931.20
|
| | 33,540.000 | 42,931.21
|
| | 0.000 | 0.00
|
| | |
|
0195 6139.50 | 22.44 | 71.000 | 1,593.24
|
SUBSURFACE DRAINAGE MATTING | m2 | 71.000 | 1,593.24
|
| | 71.000 | 1,593.24
|
| | 0.000 | 0.00
|
| | |
|
0196 6200.00 | 90.78 | 182.000 | 16,521.96
|
CONCRETE PILING | m | 182.000 | 16,521.96
|
| | 182.000 | 16,521.96
|
| | 0.000 | 0.00
|
| | |
|
0197 6210.50 | 85.68 | 743.800 | 63,728.78
|
PIPE PILING | m | 743.800 | 63,728.78
|
| | 740.880 | 63,478.60
|
| | 0.000 | 0.00
|
| | |
|
0198 6601.15 | 58.96 | 38.000 | 2,240.48
|
38 mm CONDUIT IN BRIDGE | m | 38.000 | 2,240.48
|
| | 38.000 | 2,240.48
|
| | 0.000 | 0.00
|
| | |
|
0199 8091.00 | 28.56 | 216.000 | 6,168.96
|
GRANULAR BACKFILL | m3 | 216.000 | 6,168.96
|
| | 216.000 | 6,168.96
|
| | 0.000 | 0.00
|
| | |
|
4007 6210.59 | 54.47 | 0.000 | 0.00
|
PILE CUT-OFF | m | 3.000 | 163.41
|
See subsection 703.05 paragraph 2 of 97 specs | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4011 3300.03 | -1,562.20 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -1,562.20
|
pier diaphram deduction low cylinder strength | | 1.000 | -1,562.20
|
| | 0.000 | 0.00
|
| | |
|
4019 3300.03 | -914.12 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -914.12
|
Bridge rail deduction, low cylinder strength | | 1.000 | -914.12
|
| | 0.000 | 0.00
|
| | |
|
4021 6210.59 | 51.41 | 0.000 | 0.00
|
PILE CUT-OFF | m | 2.920 | 150.12
|
Correcting error for item# 4007 | | 2.920 | 150.12
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 15008+74.274 | | Contracted | 503,467.95
|
| | Current | 501,305.16
|
| | In place | 498,713.94
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 191+58 | | |
|
0200 0030.60 | 45,900.00 | 1.000 | 45,900.00
|
MOBILIZATION | LS | 1.000 | 45,900.00
|
| | 1.000 | 45,900.00
|
| | 0.000 | 0.00
|
| | |
|
0201 1010.01 | 3.47 | 2,580.000 | 8,952.60
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,580.000 | 8,952.60
|
| | 2,580.000 | 8,952.60
|
| | 0.000 | 0.00
|
| | |
|
0202 1043.50 | 2.55 | 65.000 | 165.75
|
RIPRAP FILTER FABRIC | m2 | 65.000 | 165.75
|
| | 235.000 | 599.25
|
| | 0.000 | 0.00
|
| | |
|
0203 3050.15 | 191.76 | 230.300 | 44,162.33
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 230.300 | 44,162.33
|
| | 230.300 | 44,162.33
|
| | 0.000 | 0.00
|
| | |
|
0204 3051.10 | 1.28 | 17,230.000 | 22,054.40
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 17,230.000 | 22,054.40
|
| | 17,230.000 | 22,054.40
|
| | 0.000 | 0.00
|
| | |
|
0205 6000.10 | 3,570.00 | 1.000 | 3,570.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,570.00
|
| | 1.000 | 3,570.00
|
| | 0.000 | 0.00
|
| | |
|
0206 6000.11 | 3,570.00 | 1.000 | 3,570.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,570.00
|
| | 1.000 | 3,570.00
|
| | 0.000 | 0.00
|
| | |
|
0207 6001.50 | 8,160.00 | 1.000 | 8,160.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 8,160.00
|
| | 1.000 | 8,160.00
|
| | 0.000 | 0.00
|
| | |
|
0208 6001.51 | 8,160.00 | 1.000 | 8,160.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 8,160.00
|
| | 1.000 | 8,160.00
|
| | 0.000 | 0.00
|
| | |
|
0209 6005.35 | 122.40 | 62.900 | 7,698.96
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 62.900 | 7,698.96
|
| | 62.900 | 7,698.96
|
| | 0.000 | 0.00
|
| | |
|
0210 6005.60 | 36.72 | 270.000 | 9,914.40
|
ELASTOMERIC BEARING | EACH | 270.000 | 9,914.40
|
| | 270.000 | 9,914.40
|
| | 0.000 | 0.00
|
| | |
|
0211 6010.22 | 362.10 | 358.000 | 129,631.80
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 358.000 | 129,631.80
|
| | 358.000 | 129,631.80
|
| | 0.000 | 0.00
|
| | |
|
0212 6010.26 | 362.10 | 347.600 | 125,865.96
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 347.600 | 125,865.96
|
| | 347.600 | 125,865.97
|
| | 0.000 | 0.00
|
| | |
|
0213 6011.11 | 278,460.00 | 1.000 | 278,460.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 278,460.00
|
AT STA. 191+58 | | 1.000 | 278,460.00
|
| | 0.000 | 0.00
|
| | |
|
0214 6080.00 | 2.30 | 240.000 | 552.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 240.000 | 552.00
|
| | 240.000 | 552.00
|
| | 0.000 | 0.00
|
| | |
|
0215 6105.02 | 33.66 | 225.000 | 7,573.50
|
ROCK RIPRAP, TYPE B | Mg | 225.000 | 7,573.50
|
| | 242.799 | 8,172.61
|
| | 0.000 | 0.00
|
| | |
|
0216 6131.50 | 1.28 | 64,890.000 | 83,059.20
|
EPOXY COATED REINFORCING STEEL | kg | 64,890.000 | 83,059.20
|
| | 67,840.000 | 86,835.20
|
| | 0.000 | 0.00
|
| | |
|
0217 6139.50 | 22.44 | 105.000 | 2,356.20
|
SUBSURFACE DRAINAGE MATTING | m2 | 105.000 | 2,356.20
|
| | 105.000 | 2,356.20
|
| | 0.000 | 0.00
|
| | |
|
0218 6200.00 | 90.78 | 1,481.600 | 134,499.65
|
CONCRETE PILING | m | 1,481.600 | 134,499.65
|
| | 1,469.821 | 133,430.35
|
| | 0.000 | 0.00
|
| | |
|
0219 6310.00 | 95.88 | 625.400 | 59,963.35
|
STEEL SHEET PILING | m2 | 625.400 | 59,963.35
|
| | 625.400 | 59,963.35
|
| | 0.000 | 0.00
|
| | |
|
0220 8091.00 | 28.56 | 176.400 | 5,037.98
|
GRANULAR BACKFILL | m3 | 176.400 | 5,037.98
|
| | 176.400 | 5,037.98
|
| | 0.000 | 0.00
|
| | |
|
4000 6210.59 | 54.47 | 0.000 | 0.00
|
PAY CUT-OFF | m | 25.000 | 1,361.75
|
In accordance with Subsection 703.05 Paragraph 2 of the 1997Metric Specifications. | | 11.779 | 641.60
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 191+58 | | Contracted | 989,308.08
|
| | Current | 990,669.83
|
| | In place | 993,689.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 197+78 | | |
|
0221 0030.60 | 45,900.00 | 1.000 | 45,900.00
|
MOBILIZATION | LS | 1.000 | 45,900.00
|
| | 1.000 | 45,900.00
|
| | 0.000 | 0.00
|
| | |
|
0222 1010.01 | 3.47 | 2,010.000 | 6,974.70
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,010.000 | 6,974.70
|
| | 2,010.000 | 6,974.70
|
| | 0.000 | 0.00
|
| | |
|
0223 1043.50 | 2.55 | 64.000 | 163.20
|
RIPRAP FILTER FABRIC | m2 | 64.000 | 163.20
|
| | 1,255.160 | 3,200.66
|
| | 0.000 | 0.00
|
| | |
|
0224 3050.15 | 191.76 | 239.900 | 46,003.22
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 239.900 | 46,003.22
|
| | 239.900 | 46,003.23
|
| | 0.000 | 0.00
|
| | |
|
0225 3051.10 | 1.28 | 14,800.000 | 18,944.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 14,800.000 | 18,944.00
|
| | 14,800.000 | 18,944.00
|
| | 0.000 | 0.00
|
| | |
|
0226 6000.10 | 4,080.00 | 1.000 | 4,080.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,080.00
|
| | 1.000 | 4,080.00
|
| | 0.000 | 0.00
|
| | |
|
0227 6000.11 | 4,080.00 | 1.000 | 4,080.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,080.00
|
| | 1.000 | 4,080.00
|
| | 0.000 | 0.00
|
| | |
|
0228 6001.50 | 8,160.00 | 1.000 | 8,160.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 8,160.00
|
| | 1.000 | 8,160.00
|
| | 0.000 | 0.00
|
| | |
|
0229 6001.51 | 8,160.00 | 1.000 | 8,160.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 8,160.00
|
| | 1.000 | 8,160.00
|
| | 0.000 | 0.00
|
| | |
|
0230 6005.35 | 122.40 | 48.200 | 5,899.68
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 48.200 | 5,899.68
|
| | 48.200 | 5,899.68
|
| | 0.000 | 0.00
|
| | |
|
0231 6005.60 | 36.72 | 270.000 | 9,914.40
|
ELASTOMERIC BEARING | EACH | 270.000 | 9,914.40
|
| | 270.000 | 9,914.40
|
| | 0.000 | 0.00
|
| | |
|
0232 6010.22 | 362.10 | 386.800 | 140,060.28
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 386.800 | 140,060.28
|
| | 386.800 | 140,060.27
|
| | 0.000 | 0.00
|
| | |
|
0233 6010.26 | 362.10 | 300.500 | 108,811.05
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 300.500 | 108,811.05
|
| | 300.500 | 108,811.05
|
| | 0.000 | 0.00
|
| | |
|
0234 6011.11 | 254,490.00 | 1.000 | 254,490.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 254,490.00
|
AT STA. 197+78 | | 1.000 | 254,490.00
|
| | 0.000 | 0.00
|
| | |
|
0235 6040.00 | 15,300.00 | 1.000 | 15,300.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,300.00
|
AT STA. 197+79.124 LT. | | 1.000 | 15,300.00
|
| | 0.000 | 0.00
|
| | |
|
0236 6080.00 | 2.30 | 470.000 | 1,081.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 470.000 | 1,081.00
|
| | 470.000 | 1,081.00
|
| | 0.000 | 0.00
|
| | |
|
0237 6104.00 | 15.71 | 130.000 | 2,042.30
|
BROKEN CONCRETE RIPRAP | Mg | 130.000 | 2,042.30
|
| | 137.550 | 2,160.91
|
| | 0.000 | 0.00
|
| | |
|
0238 6105.02 | 33.66 | 1,145.000 | 38,540.70
|
ROCK RIPRAP, TYPE B | Mg | 1,145.000 | 38,540.70
|
| | 1,146.818 | 38,601.89
|
| | 0.000 | 0.00
|
| | |
|
0239 6131.50 | 1.28 | 59,520.000 | 76,185.60
|
EPOXY COATED REINFORCING STEEL | kg | 59,520.000 | 76,185.60
|
| | 59,520.000 | 76,185.60
|
| | 0.000 | 0.00
|
| | |
|
0240 6139.50 | 22.44 | 82.000 | 1,840.08
|
SUBSURFACE DRAINAGE MATTING | m2 | 82.000 | 1,840.08
|
| | 82.000 | 1,840.08
|
| | 0.000 | 0.00
|
| | |
|
0241 6200.00 | 90.78 | 476.800 | 43,283.90
|
CONCRETE PILING | m | 476.800 | 43,283.90
|
| | 474.845 | 43,106.43
|
| | 0.000 | 0.00
|
| | |
|
0242 6210.50 | 85.68 | 780.800 | 66,898.94
|
PIPE PILING | m | 780.800 | 66,898.94
|
| | 780.800 | 66,898.94
|
| | 0.000 | 0.00
|
| | |
|
0243 6310.00 | 95.88 | 508.800 | 48,783.74
|
STEEL SHEET PILING | m2 | 508.800 | 48,783.74
|
| | 508.800 | 48,783.74
|
| | 0.000 | 0.00
|
| | |
|
0244 8091.00 | 28.56 | 205.000 | 5,854.80
|
GRANULAR BACKFILL | m3 | 205.000 | 5,854.80
|
| | 205.000 | 5,854.80
|
| | 0.000 | 0.00
|
| | |
|
4004 6210.59 | 54.47 | 0.000 | 0.00
|
PILE CUT-OFF | m | 20.000 | 1,089.40
|
See 703.05 Para.2 "97" M.Spec | | 1.955 | 106.49
|
| | 0.000 | 0.00
|
| | |
|
4020 3300.03 | -690.66 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -690.66
|
Bridge Rail deduction, low cylinder strength | | 1.000 | -690.66
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 197+78 | | Contracted | 961,451.61
|
| | Current | 961,850.35
|
| | In place | 963,907.21
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0245 0030.70 | 2,601.00 | 1.000 | 2,601.00
|
MOBILIZATION | LS | 1.000 | 2,601.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0246 3013.02 | 240.82 | 120.080 | 28,917.67
|
CONCRETE BARRIER CURB SPECIAL | m | 120.080 | 28,917.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0247 7011.20 | 37.52 | 636.270 | 23,872.85
|
W-BEAM GUARDRAIL | m | 636.270 | 23,872.85
|
| | 163.830 | 6,146.90
|
| | 0.000 | 0.00
|
| | |
|
0248 7011.30 | 62.37 | 121.920 | 7,604.15
|
THRIE-BEAM GUARDRAIL | m | 121.920 | 7,604.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0249 7020.00 | 986.68 | 18.000 | 17,760.24
|
BRIDGE APPROACH SECTIONS | EACH | 18.000 | 17,760.24
|
| | 4.000 | 3,946.72
|
| | 0.000 | 0.00
|
| | |
|
0250 7022.50 | 4,277.88 | 4.000 | 17,111.52
|
BULLNOSE-3.8 m | EACH | 4.000 | 17,111.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0251 7024.25 | 1,556.52 | 18.000 | 28,017.36
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 18.000 | 28,017.36
|
| | 4.000 | 6,226.08
|
| | 0.000 | 0.00
|
| | |
|
4012 7024.25 | 1,556.20 | 0.000 | 0.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | -2.000 | -3,112.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4013 7020.00 | 986.68 | 0.000 | 0.00
|
BRIDGE APPROACH SECTION | EACH | -2.000 | -1,973.36
|
eliminate bridge approach section , not needed | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 125,884.79
|
| | Current | 120,799.03
|
| | In place | 16,319.70
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0252 A001.01 | 306.00 | 7.000 | 2,142.00
|
PULL BOX, TYPE PB-1 | EACH | 7.000 | 2,142.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0253 A001.12 | 408.00 | 17.000 | 6,936.00
|
PULL BOX, TYPE PB-5 | EACH | 17.000 | 6,936.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0254 A006.98 | 306.00 | 4.000 | 1,224.00
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 4.000 | 1,224.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0255 A007.00 | 357.00 | 8.000 | 2,856.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 8.000 | 2,856.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0256 A009.14 | 1,530.00 | 61.000 | 93,330.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 | EACH | 61.000 | 93,330.00
|
| | 34.000 | 52,020.00
|
| | 0.000 | 0.00
|
| | |
|
0257 A010.60 | 612.00 | 4.000 | 2,448.00
|
UNDERDECK LUMINAIRE, TYPE UD-100 | EACH | 4.000 | 2,448.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0258 A020.30 | 1,217.88 | 7.000 | 8,525.16
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 7.000 | 8,525.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0259 A070.10 | 5.61 | 3,278.000 | 18,389.58
|
38 mm CONDUIT IN TRENCH | m | 3,278.000 | 18,389.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0260 A070.14 | 8.16 | 416.000 | 3,394.56
|
50 mm CONDUIT IN TRENCH | m | 416.000 | 3,394.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0261 A072.10 | 7.65 | 527.000 | 4,031.55
|
38 mm CONDUIT UNDER ROADWAY | m | 527.000 | 4,031.55
|
| | 249.500 | 1,908.68
|
| | 0.000 | 0.00
|
| | |
|
0262 A072.18 | 10.20 | 79.000 | 805.80
|
75 mm CONDUIT UNDER ROADWAY | m | 79.000 | 805.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0263 A080.10 | 2.55 | 816.000 | 2,080.80
|
STREET LIGHTING CABLE, NO. 2 USE | m | 816.000 | 2,080.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0264 A080.15 | 2.04 | 761.000 | 1,552.44
|
STREET LIGHTING CABLE, NO. 4 USE | m | 761.000 | 1,552.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0265 A080.22 | 1.53 | 4,290.000 | 6,563.70
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 4,290.000 | 6,563.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0266 A080.24 | 1.63 | 7,003.000 | 11,414.89
|
STREET LIGHTING CABLE, NO. 6 USE | m | 7,003.000 | 11,414.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0267 0030.81 | 4,282.98 | 1.000 | 4,282.98
|
MOBILIZATION | LS | 1.000 | 4,282.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 169,977.46
|
| | Current | 169,977.46
|
| | In place | 53,928.68
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8C SIGNING | | |
|
0268 0030.82 | 3,516.96 | 1.000 | 3,516.96
|
MOBILIZATION | LS | 1.000 | 3,516.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0269 7322.01 | 214.20 | 103.762 | 22,225.82
|
TYPE B SIGN | m2 | 103.762 | 22,225.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0270 7340.00 | 3.06 | 5,080.600 | 15,546.64
|
STRUCTURAL STEEL FOR SIGN SUPPORTS | kg | 5,080.600 | 15,546.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0271 7360.24 | 612.00 | 58.000 | 35,496.00
|
600 mm SIGN SUPPORT FOOTING | EACH | 58.000 | 35,496.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0272 7360.30 | 714.00 | 4.000 | 2,856.00
|
750 mm SIGN SUPPORT FOOTING | EACH | 4.000 | 2,856.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8C SIGNING | | Contracted | 79,641.42
|
| | Current | 79,641.42
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0273 0001.08 | 0.50 | 39,250.000 | 19,625.00
|
BARRICADE, TYPE II | BDAY | 39,250.000 | 19,625.00
|
| | 50,475.000 | 25,237.50
|
| | 3,094.000 | 1,547.00
|
| | |
|
0274 0001.10 | 1.28 | 32,878.000 | 42,083.84
|
BARRICADE, TYPE III | BDAY | 32,878.000 | 42,083.84
|
| | 16,420.000 | 21,017.60
|
| | 1,036.000 | 1,326.08
|
| | |
|
0275 0001.30 | 0.51 | 10,078.000 | 5,139.78
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 10,078.000 | 5,139.78
|
| | 254.000 | 129.54
|
| | 0.000 | 0.00
|
| | |
|
0276 0001.75 | 2.55 | 900.000 | 2,295.00
|
TEMPORARY SIGN DAY | EACH | 900.000 | 2,295.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0277 0001.90 | 0.15 | 99,320.000 | 14,898.00
|
SIGN DAY | EACH | 99,320.000 | 14,898.00
|
| | 42,918.000 | 6,437.70
|
| | 1,890.000 | 283.50
|
| | |
|
0278 0002.30 | 1.02 | 2,000.000 | 2,040.00
|
PAVEMENT MARKING REMOVAL | m | 2,000.000 | 2,040.00
|
| | 652.000 | 665.04
|
| | 0.000 | 0.00
|
| | |
|
0279 0002.38 | 1.68 | 2,000.000 | 3,360.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 2,000.000 | 3,360.00
|
| | 28,217.900 | 47,406.07
|
| | 0.000 | 0.00
|
| | |
|
0280 0002.97 | 5.10 | 800.000 | 4,080.00
|
FLASHING ARROW PANEL | DAY | 800.000 | 4,080.00
|
| | 395.000 | 2,014.50
|
| | 14.000 | 71.40
|
| | |
|
0281 0003.10 | 154.87 | 100.000 | 15,487.00
|
FLAGGING | DAY | 100.000 | 15,487.00
|
| | 20.000 | 3,097.40
|
| | 0.000 | 0.00
|
| | |
|
0282 0003.35 | 765.00 | 5.000 | 3,825.00
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 5.000 | 3,825.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0283 0010.04 | 2,853.95 | 1.000 | 2,853.95
|
FIELD OFFICE | EACH | 1.000 | 2,853.95
|
| | 1.000 | 2,853.95
|
| | 0.000 | 0.00
|
| | |
|
0284 0020.00 | 0.80 | 2,000.000 | 1,600.00
|
TRAINING | HOUR | 2,000.000 | 1,600.00
|
| | 349.500 | 279.60
|
| | 0.000 | 0.00
|
| | |
|
0285 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
|
| | |
|
0286 1017.00 | 76,500.00 | 1.000 | 76,500.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 76,500.00
|
| | 0.670 | 51,255.00
|
| | 0.000 | 0.00
|
| | |
|
0287 9110.01 | 56.43 | 70.000 | 3,950.10
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 70.000 | 3,950.10
|
| | 8.000 | 451.44
|
| | 0.000 | 0.00
|
| | |
|
0288 9110.02 | 57.57 | 10.000 | 575.70
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 575.70
|
| | 3.000 | 172.71
|
| | 0.000 | 0.00
|
| | |
|
0289 9110.03 | 51.00 | 70.000 | 3,570.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 70.000 | 3,570.00
|
| | 49.000 | 2,499.00
|
| | 0.000 | 0.00
|
| | |
|
0290 9110.06 | 57.57 | 60.000 | 3,454.20
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 60.000 | 3,454.20
|
| | 84.000 | 4,835.88
|
| | 0.000 | 0.00
|
| | |
|
0291 9110.07 | 36.15 | 70.000 | 2,530.50
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 70.000 | 2,530.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 217,868.07
|
| | Current | 217,868.07
|
| | In place | 178,352.93
|
| | This Estimate | 3,227.98
|
| | |
|
Totals for contract | | Contracted | 19,184,951.80
|
---|
| | Current | 19,320,462.58
|
---|
| | In place | 12,286,570.16
|
---|
| | This Estimate | 257,826.12
|
---|