| | | 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 0030.10 | 5,555.00 | 1.000 | 5,555.00
|
MOBILIZATION | LS | 1.000 | 5,555.00
|
| | 1.000 | 5,555.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1000.00 | 141.40 | 17.000 | 2,403.80
|
LARGE TREE REMOVAL | EACH | 17.000 | 2,403.80
|
| | 38.500 | 5,443.90
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 2,222.00 | 1.000 | 2,222.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,222.00
|
| | 0.500 | 1,111.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 1.01 | 657.000 | 663.57
|
WATER | kL | 657.000 | 663.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1012.00 | 61.61 | 10.000 | 616.10
|
RIGHT-OF-WAY MARKERS | EACH | 10.000 | 616.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1030.00 | 4.09 | 13,122.000 | 53,668.98
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 13,122.000 | 53,668.98
|
| | 3,487.984 | 14,265.85
|
| | 1,718.118 | 7,027.10
|
| | |
|
0007 1043.50 | 4.04 | 23.800 | 96.15
|
RIPRAP FILTER FABRIC | m2 | 23.800 | 96.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1114.10 | 80.80 | 25.780 | 2,083.02
|
REMOVE RETAINING WALL | m | 25.780 | 2,083.02
|
| | 25.780 | 2,083.02
|
| | 0.000 | 0.00
|
| | |
|
0009 1701.36 | 74.74 | 30.000 | 2,242.20
|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 30.000 | 2,242.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 6103.00 | 3.03 | 540.000 | 1,636.20
|
GEOGRID | m2 | 540.000 | 1,636.20
|
| | 698.150 | 2,115.39
|
| | 0.000 | 0.00
|
| | |
|
0011 6105.01 | 35.35 | 37.800 | 1,336.23
|
ROCK RIPRAP, TYPE A | Mg | 37.800 | 1,336.23
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 7017.50 | 8.08 | 56.600 | 457.33
|
REMOVE & SALVAGE GUARDRAIL | m | 56.600 | 457.33
|
| | 90.700 | 732.86
|
| | 90.700 | 732.86
|
| | |
|
0013 L006.00 | 227.25 | 9.500 | 2,158.88
|
COVER CROP SEEDING | ha | 9.500 | 2,158.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 L020.01 | 7.58 | 96.000 | 727.68
|
EROSION CONTROL, TYPE A | m2 | 96.000 | 727.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 L020.09 | 15.15 | 85.800 | 1,299.87
|
EROSION CONTROL, TYPE AAA | m2 | 85.800 | 1,299.87
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L022.11 | 6.82 | 875.000 | 5,967.50
|
FABRIC SILT FENCE-LOW POROSITY | m | 875.000 | 5,967.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 L022.25 | 9.85 | 522.000 | 5,141.70
|
FABRIC SILT FENCE, TYPE COIR FIBER | m | 522.000 | 5,141.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 88,276.21
|
| | Current | 88,276.21
|
| | In place | 31,307.02
|
| | This Estimate | 7,759.96
|
| | |
|
GROUP 4 CULVERT | | |
|
0018 0030.40 | 2,750.00 | 1.000 | 2,750.00
|
MOBILIZATION | LS | 1.000 | 2,750.00
|
| | 1.000 | 2,750.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4035.00 | 126.25 | 2.000 | 252.50
|
REMOVE FLARED-END SECTION | EACH | 2.000 | 252.50
|
| | 2.000 | 252.50
|
| | 0.000 | 0.00
|
| | |
|
0020 4035.25 | 202.00 | 11.000 | 2,222.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 11.000 | 2,222.00
|
| | 11.000 | 2,222.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4040.00 | 166.65 | 1.000 | 166.65
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 1.000 | 166.65
|
| | 1.000 | 166.65
|
| | 0.000 | 0.00
|
| | |
|
0022 4044.01 | 5,050.00 | 1.000 | 5,050.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 5,050.00
|
AT STA. 20170+59.05 | | 1.000 | 5,050.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4044.02 | 909.00 | 1.000 | 909.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 909.00
|
AT STA. 20177+77.5 | | 1.000 | 909.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4050.01 | 101.00 | 14.000 | 1,414.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 14.000 | 1,414.00
|
| | 14.000 | 1,414.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4051.01 | 15.15 | 106.000 | 1,605.90
|
EXCAVATION FOR BOX CULVERTS | m3 | 127.000 | 1,924.05
|
| | 127.000 | 1,924.05
|
| | 0.000 | 0.00
|
| | |
|
0026 4101.06 | 359.82 | 179.720 | 64,666.85
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 179.720 | 64,666.85
|
| | 179.720 | 64,666.85
|
| | 0.000 | 0.00
|
| | |
|
0027 4151.00 | 1.16 | 9,055.000 | 10,503.80
|
REINFORCING STEEL FOR BOX CULVERT | kg | 9,055.000 | 10,503.80
|
| | 9,055.000 | 10,503.80
|
| | 0.000 | 0.00
|
| | |
|
0028 4360.18 | 85.85 | 1.000 | 85.85
|
450 mm METAL FLARED-END SECTION | EACH | 1.000 | 85.85
|
| | 1.000 | 85.85
|
| | 0.000 | 0.00
|
| | |
|
0029 4360.24 | 121.20 | 2.000 | 242.40
|
600 mm METAL FLARED-END SECTION | EACH | 2.000 | 242.40
|
| | 2.000 | 242.40
|
| | 0.000 | 0.00
|
| | |
|
0030 4362.18 | 126.25 | 2.000 | 252.50
|
INSTALL 450 mm METAL FLARED-END SECTION | EACH | 2.000 | 252.50
|
| | 2.000 | 252.50
|
| | 0.000 | 0.00
|
| | |
|
0031 4362.24 | 136.35 | 4.000 | 545.40
|
INSTALL 600 mm METAL FLARED-END SECTION | EACH | 4.000 | 545.40
|
| | 4.000 | 545.40
|
| | 0.000 | 0.00
|
| | |
|
0032 4362.42 | 404.00 | 3.000 | 1,212.00
|
INSTALL 1050 mm METAL FLARED-END SECTION | EACH | 3.000 | 1,212.00
|
| | 3.000 | 1,212.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4362.54 | 464.60 | 2.000 | 929.20
|
INSTALL 1350 mm METAL FLARED-END SECTION | EACH | 2.000 | 929.20
|
| | 2.000 | 929.20
|
| | 0.000 | 0.00
|
| | |
|
0034 P300.18 | 101.00 | 5.200 | 525.20
|
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 5.200 | 525.20
|
| | 5.200 | 525.20
|
| | 0.000 | 0.00
|
| | |
|
0035 P300.24 | 137.36 | 16.300 | 2,238.97
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 16.300 | 2,238.97
|
| | 16.300 | 2,238.97
|
| | 0.000 | 0.00
|
| | |
|
0036 P300.42 | 404.00 | 5.600 | 2,262.40
|
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 5.600 | 2,262.40
|
| | 5.100 | 2,060.40
|
| | 0.000 | 0.00
|
| | |
|
0037 P300.54 | 454.50 | 4.400 | 1,999.80
|
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 4.400 | 1,999.80
|
| | 4.400 | 1,999.80
|
| | 0.000 | 0.00
|
| | |
|
0085 4051.12 | 35.98 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 21.000 | 755.58
|
Gravel for Box Culvert at STA 20170+59.05 | | 21.000 | 755.58
|
| | 0.000 | 0.00
|
| | |
|
0086 4054.65 | 3,150.00 | 0.000 | 0.00
|
TEMPORARY SHORING | LS | 1.000 | 3,150.00
|
| | 1.000 | 3,150.00
|
| | 1.000 | 3,150.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 99,834.42
|
| | Current | 104,058.15
|
| | In place | 103,856.15
|
| | This Estimate | 3,150.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0038 0030.50 | 1,250.00 | 1.000 | 1,250.00
|
MOBILIZATION | LS | 1.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 L001.02 | 1,237.25 | 9.500 | 11,753.88
|
SEEDING, TYPE B | ha | 9.500 | 11,753.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 L020.07 | 3.94 | 2,334.000 | 9,195.96
|
EROSION CONTROL, TYPE B-1 | m2 | 2,334.000 | 9,195.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 L032.75 | 90.90 | 47.500 | 4,317.75
|
MULCH | Mg | 47.500 | 4,317.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 26,517.59
|
| | Current | 26,517.59
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0042 0030.70 | 1,500.00 | 1.000 | 1,500.00
|
MOBILIZATION | LS | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 7015.00 | 21.20 | 106.500 | 2,257.80
|
CABLE GUARDRAIL | m | 106.500 | 2,257.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 7018.01 | 23.23 | 56.600 | 1,314.82
|
RESET GUARDRAIL | m | 56.600 | 1,314.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 7023.00 | 1,441.27 | 4.000 | 5,765.08
|
TERMINAL ANCHORAGE SECTIONS | EACH | 4.000 | 5,765.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 10,837.70
|
| | Current | 10,837.70
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0046 0002.55 | 22.73 | 391.500 | 8,898.80
|
OVERLAY BROKEN LINES | StaM | 391.500 | 8,898.80
|
| | 131.290 | 2,984.22
|
| | 131.290 | 2,984.22
|
| | |
|
0047 0002.60 | 22.73 | 783.000 | 17,797.59
|
OVERLAY SOLID LINES | StaM | 783.000 | 17,797.59
|
| | 262.580 | 5,968.44
|
| | 262.580 | 5,968.44
|
| | |
|
0048 0030.90 | 39,000.00 | 1.000 | 39,000.00
|
MOBILIZATION | LS | 1.000 | 39,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 1020.03 | 8.08 | 56.000 | 452.48
|
DELINEATOR, TYPE III | EACH | 56.000 | 452.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 2001.00 | 12.12 | 168.000 | 2,036.16
|
GRAVEL SURFACE COURSE | m3 | 168.000 | 2,036.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 2020.00 | 14.38 | 101.200 | 1,455.26
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 101.200 | 1,455.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 2021.00 | 50.50 | 5.000 | 252.50
|
MAILBOX POST | EACH | 5.000 | 252.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 4024.73 | 1,628.42 | 1.000 | 1,628.42
|
CONCRETE FLUME, TYPE IV | EACH | 1.000 | 1,628.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 4024.74 | 1,628.42 | 1.000 | 1,628.42
|
CONCRETE FLUME, TYPE V | EACH | 1.000 | 1,628.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9000.75 | 16.87 | 200.000 | 3,374.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 200.000 | 3,374.00
|
SP1(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 9003.40 | 26.40 | 13,250.000 | 349,800.00
|
ASPHALTIC CONCRETE, TYPE GGCRMLV | Mg | 13,250.000 | 349,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 9005.00 | 32.09 | 500.000 | 16,045.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 500.000 | 16,045.00
|
SP1(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 9005.25 | 16.87 | 16,350.000 | 275,824.50
|
ASPHALTIC CONCRETE, TYPE SP1(12.5) | Mg | 16,350.000 | 275,824.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 9009.00 | 3.46 | 3,771.000 | 13,047.66
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 3,771.000 | 13,047.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9020.70 | 285.00 | 1,060.000 | 302,100.00
|
ASPHALT-RUBBER BINDER | Mg | 1,060.000 | 302,100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 9020.91 | 235.00 | 10.800 | 2,538.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | Mg | 10.800 | 2,538.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 9021.01 | 235.00 | 909.360 | 213,699.60
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 909.360 | 213,699.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 9030.00 | 17.91 | 200.000 | 3,582.00
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 200.000 | 3,582.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9053.00 | 0.23 | 23,270.000 | 5,352.10
|
TACK COAT | L | 23,270.000 | 5,352.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 9111.00 | 1.01 | 787.000 | 794.87
|
WATER | kL | 787.000 | 794.87
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 9170.00 | 212.10 | 262.200 | 55,612.62
|
EARTH SHOULDER CONSTRUCTION | StaM | 262.200 | 55,612.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 9173.15 | 70.70 | 261.000 | 18,452.70
|
TRENCHED WIDENING | StaM | 261.000 | 18,452.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 9179.23 | 206.72 | 130.800 | 27,038.98
|
COLD MILLING, CLASS 3 | StaM | 130.800 | 27,038.98
|
| | 131.300 | 27,142.34
|
| | 131.300 | 27,142.34
|
| | |
|
0069 9188.50 | 18.22 | 453.000 | 8,253.66
|
SURFACING UNDER GUARDRAIL | m2 | 453.000 | 8,253.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 9300.50 | 2,000.00 | 1.000 | 2,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 P402.15 | 94.40 | 21.700 | 2,048.48
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 21.700 | 2,048.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,372,713.79
|
| | Current | 1,372,713.79
|
| | In place | 36,095.00
|
| | This Estimate | 36,095.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0072 0001.08 | 0.50 | 11,550.000 | 5,775.00
|
BARRICADE, TYPE II | BDAY | 11,550.000 | 5,775.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 0001.10 | 2.02 | 1,174.000 | 2,371.48
|
BARRICADE, TYPE III | BDAY | 1,174.000 | 2,371.48
|
| | 1,072.000 | 2,165.44
|
| | 191.000 | 385.82
|
| | |
|
0074 0001.75 | 2.27 | 560.000 | 1,271.20
|
TEMPORARY SIGN DAY | EACH | 560.000 | 1,271.20
|
| | 60.000 | 136.20
|
| | 60.000 | 136.20
|
| | |
|
0075 0001.90 | 0.51 | 7,950.000 | 4,054.50
|
SIGN DAY | EACH | 7,950.000 | 4,054.50
|
| | 2,705.000 | 1,379.55
|
| | 972.000 | 495.72
|
| | |
|
0076 0003.10 | 163.61 | 80.000 | 13,088.80
|
FLAGGING | DAY | 80.000 | 13,088.80
|
| | 22.000 | 3,599.42
|
| | 12.000 | 1,963.32
|
| | |
|
0077 0003.20 | 211.98 | 30.000 | 6,359.40
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 30.000 | 6,359.40
|
| | 4.000 | 847.92
|
| | 4.000 | 847.92
|
| | |
|
0078 0010.04 | 500.00 | 1.000 | 500.00
|
FIELD OFFICE | EACH | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 0030.10 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 0.500 | 1,750.00
|
| | 0.500 | 1,750.00
|
| | |
|
0080 9110.01 | 55.00 | 65.000 | 3,575.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 65.000 | 3,575.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9110.02 | 55.00 | 40.000 | 2,200.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9110.03 | 45.00 | 65.000 | 2,925.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 65.000 | 2,925.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9110.06 | 55.00 | 25.000 | 1,375.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 25.000 | 1,375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9110.07 | 36.46 | 65.000 | 2,369.90
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 65.000 | 2,369.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 49,365.28
|
| | Current | 49,365.28
|
| | In place | 9,878.53
|
| | This Estimate | 5,578.98
|
| | |
|
Totals for contract | | Contracted | 1,647,544.98
|
---|
| | Current | 1,651,768.71
|
---|
| | In place | 181,136.70
|
---|
| | This Estimate | 52,583.94
|
---|