| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 1 GRADING | | |
|
0001 L020.00 | 1.80 | 1,397.000 | 2,514.60
|
EROSION CONTROL | m2 | 1,397.000 | 2,514.60
|
| | 846.000 | 1,522.80
|
| | 0.000 | 0.00
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| | |
|
0002 L020.01 | 6.60 | 1,824.000 | 12,038.40
|
EROSION CONTROL, TYPE A | m2 | 1,824.000 | 12,038.40
|
| | 522.000 | 3,445.20
|
| | 200.000 | 1,320.00
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| | |
|
0003 L021.06 | 15.46 | 180.000 | 2,782.80
|
EROSION CHECKS, TYPE HV | BALE | 180.000 | 2,782.80
|
| | 52.000 | 803.92
|
| | 0.000 | 0.00
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| | |
|
0004 L022.11 | 7.57 | 812.000 | 6,146.84
|
FABRIC SILT FENCE-LOW POROSITY | m | 812.000 | 6,146.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0005 0030.10 | 4,123.85 | 1.000 | 4,123.85
|
MOBILIZATION | LS | 1.000 | 4,123.85
|
| | 1.000 | 4,123.85
|
| | 0.000 | 0.00
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| | |
|
0006 1009.00 | 1,546.44 | 1.000 | 1,546.44
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,546.44
|
| | 1.000 | 1,546.44
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| | 0.000 | 0.00
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| | |
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0007 1010.01 | 5.41 | 8,588.000 | 46,461.08
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 8,588.000 | 46,461.08
|
| | 8,588.000 | 46,461.08
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| | 0.000 | 0.00
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| | |
|
0008 1012.00 | 82.48 | 101.000 | 8,330.48
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RIGHT-OF-WAY MARKERS | EACH | 101.000 | 8,330.48
|
| | 88.000 | 7,258.24
|
| | 0.000 | 0.00
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| | |
|
0009 1040.00 | 0.37 | 135,340.000 | 50,075.80
|
SLOPE PROTECTION | m2 | 135,340.000 | 50,075.80
|
| | 87,952.000 | 32,542.24
|
| | 6,952.000 | 2,572.24
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| | |
|
0010 1040.06 | 72.17 | 149.000 | 10,753.33
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SLOPE PROTECTION MULCH | Mg | 149.000 | 10,753.33
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| | 109.260 | 7,885.29
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| | 0.000 | 0.00
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| | |
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0011 1102.00 | 6.19 | 106.000 | 656.14
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REMOVE ASPHALT SURFACE | m2 | 106.000 | 656.14
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0012 1106.00 | 25.77 | 10.000 | 257.70
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REMOVE DRIVEWAY | m2 | 10.000 | 257.70
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0013 1701.24 | 61.86 | 58.000 | 3,587.88
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600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 58.000 | 3,587.88
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| | 58.000 | 3,587.88
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| | 0.000 | 0.00
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| | |
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0014 7017.00 | 12.37 | 243.840 | 3,016.30
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REMOVE GUARDRAIL | m | 243.840 | 3,016.30
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| | 243.840 | 3,016.30
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| | 0.000 | 0.00
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| | |
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GROUP 1 GRADING | | Contracted | 152,291.64
|
| | Current | 152,291.64
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| | In place | 112,193.24
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| | This Estimate | 3,892.24
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| | |
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GROUP 7 GUARDRAIL | | |
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0015 0030.70 | 1,649.54 | 1.000 | 1,649.54
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MOBILIZATION | LS | 1.000 | 1,649.54
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| | 1.000 | 1,649.54
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| | 0.000 | 0.00
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| | |
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0016 7001.50 | 285.16 | 6.000 | 1,710.96
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CULVERT MOUNTED GUARDRAIL POST | EACH | 6.000 | 1,710.96
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| | 6.000 | 1,710.96
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| | 0.000 | 0.00
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| | |
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0017 7011.20 | 44.13 | 173.360 | 7,650.38
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W-BEAM GUARDRAIL | m | 173.360 | 7,650.38
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| | 173.360 | 7,650.38
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| | 0.000 | 0.00
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0018 7011.30 | 59.45 | 15.240 | 906.02
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THRIE-BEAM GUARDRAIL | m | 15.240 | 906.02
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| | 15.240 | 906.02
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| | 0.000 | 0.00
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| | |
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0019 7021.70 | 1,878.41 | 4.000 | 7,513.64
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GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 7,513.64
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| | 4.000 | 7,513.64
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| | 0.000 | 0.00
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0020 7026.05 | 334.03 | 4.000 | 1,336.12
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W-THRIE BEAM TRANSITION SECTION | EACH | 4.000 | 1,336.12
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| | 4.000 | 1,336.12
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| | 0.000 | 0.00
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| | |
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GROUP 7 GUARDRAIL | | Contracted | 20,766.65
|
| | Current | 20,766.65
|
| | In place | 20,766.66
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| | This Estimate | 0.00
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| | |
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GROUP 9 BITUMINOUS | | |
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0021 P402.15 | 80.21 | 284.500 | 22,819.75
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375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 284.500 | 22,819.75
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| | 271.000 | 21,736.91
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| | 0.000 | 0.00
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0022 0002.40 | 17.53 | 978.300 | 17,149.60
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TEMPORARY SOLID LINES | StaM | 978.300 | 17,149.60
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| | 736.590 | 12,912.43
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| | 0.000 | 0.00
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| | |
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0023 0002.45 | 17.53 | 489.150 | 8,574.80
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TEMPORARY BROKEN LINES | StaM | 489.150 | 8,574.80
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| | 490.147 | 8,592.27
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| | 0.000 | 0.00
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0024 0030.90 | 45,593.57 | 1.000 | 45,593.57
|
MOBILIZATION | LS | 1.000 | 45,593.57
|
| | 1.000 | 45,593.57
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| | 0.000 | 0.00
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| | |
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0025 1021.00 | 20.62 | 20.000 | 412.40
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REMOVE AND RESET DELINEATORS | EACH | 20.000 | 412.40
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0026 2001.00 | 24.95 | 63.000 | 1,571.85
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GRAVEL SURFACE COURSE | m3 | 63.000 | 1,571.85
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0027 4024.55 | 139.54 | 97.500 | 13,605.15
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FLUME SPILLWAY | m | 97.500 | 13,605.15
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| | 39.000 | 5,442.06
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| | 0.000 | 0.00
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| | |
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0028 4024.70 | 1,622.84 | 26.000 | 42,193.84
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CONCRETE FLUME, TYPE I | EACH | 26.000 | 42,193.84
|
| | 10.000 | 16,228.40
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| | 0.000 | 0.00
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| | |
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0029 4024.73 | 1,805.22 | 19.000 | 34,299.18
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CONCRETE FLUME, TYPE IV | EACH | 19.000 | 34,299.18
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| | 18.000 | 32,493.96
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| | 0.000 | 0.00
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0030 9000.75 | 33.52 | 100.000 | 3,352.00
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ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 100.000 | 3,352.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0031 9005.00 | 33.45 | 100.000 | 3,345.00
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ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 3,345.00
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SP2(12.5) | | 28.000 | 936.60
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| | 0.000 | 0.00
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0032 9005.23 | 17.61 | 10,570.000 | 186,137.70
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ASPHALTIC CONCRETE, TYPE SPS | Mg | 10,570.000 | 186,137.70
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| | 10,239.680 | 180,320.77
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| | 0.000 | 0.00
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0033 9005.30 | 21.60 | 28,390.000 | 613,224.00
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ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 28,390.000 | 613,224.00
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| | 28,389.820 | 613,220.11
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| | 0.000 | 0.00
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0034 9009.00 | 2.57 | 1,755.000 | 4,510.35
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PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 1,755.000 | 4,510.35
|
| | 1,751.360 | 4,500.99
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| | 0.000 | 0.00
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0035 9020.92 | 218.99 | 5.400 | 1,182.55
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PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 5.400 | 1,182.55
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0036 9021.01 | 218.99 | 1,538.460 | 336,907.36
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PERFORMANCE GRADED BINDER (64-22) | Mg | 1,538.460 | 336,907.36
|
| | 1,163.386 | 254,769.90
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| | 0.000 | 0.00
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0037 9021.03 | 218.99 | 562.140 | 123,103.04
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PERFORMANCE GRADED BINDER (58-28) | Mg | 562.140 | 123,103.04
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| | 298.700 | 65,412.31
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| | 0.000 | 0.00
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0038 9030.00 | 5.85 | 4,061.400 | 23,759.19
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CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 4,061.400 | 23,759.19
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| | 4,047.400 | 23,677.29
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| | 0.000 | 0.00
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0039 9034.00 | 0.68 | 331.000 | 225.08
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 331.000 | 225.08
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| | 317.430 | 215.85
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| | 0.000 | 0.00
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0040 9053.00 | 0.23 | 121,550.000 | 27,956.50
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TACK COAT | L | 121,550.000 | 27,956.50
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| | 139,037.742 | 31,978.68
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| | 0.000 | 0.00
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0041 9111.00 | 1.36 | 1,034.000 | 1,406.24
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WATER | kL | 1,034.000 | 1,406.24
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0042 9170.00 | 118.56 | 326.700 | 38,733.55
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EARTH SHOULDER CONSTRUCTION | StaM | 326.700 | 38,733.55
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| | 326.100 | 38,662.42
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| | 0.000 | 0.00
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0043 9173.20 | 1.42 | 3,975.000 | 5,644.50
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SUBGRADE PREPARATION | m2 | 3,975.000 | 5,644.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0044 9179.23 | 396.82 | 163.350 | 64,820.55
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COLD MILLING, CLASS 3 | StaM | 163.350 | 64,820.55
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| | 164.000 | 65,078.48
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| | 0.000 | 0.00
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0045 9188.50 | 23.16 | 549.000 | 12,714.84
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SURFACING UNDER GUARDRAIL | m2 | 549.000 | 12,714.84
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| | 549.000 | 12,714.84
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| | 0.000 | 0.00
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0046 9300.50 | 2,791.14 | 1.000 | 2,791.14
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ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 2,791.14
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| | 1.000 | 2,791.14
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| | 0.000 | 0.00
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4000 9005.30 | 0.715 | 0.000 | 0.00
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ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 14,788.620 | 10,573.86
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SP-2 Superpave Incentive | | 14,788.620 | 10,573.86
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| | 0.000 | 0.00
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4001 9300.56 | 0.523 | 0.000 | 0.00
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SUPERPAVE QUALITY INCENTIVE | Mg | 28,389.000 | 14,847.45
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| | 28,389.000 | 14,847.45
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| | 0.000 | 0.00
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4002 P402.15 | 32.97 | 0.000 | 0.00
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 12.000 | 395.64
|
Delivered Only | | 12.000 | 395.64
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| | 12.000 | 395.64
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GROUP 9 BITUMINOUS | | Contracted | 1,636,033.71
|
| | Current | 1,661,850.66
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| | In place | 1,463,095.93
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| | This Estimate | 395.64
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GROUP 10 GENERAL ITEMS | | |
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0047 0001.10 | 4.12 | 584.000 | 2,406.08
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BARRICADE, TYPE III | BDAY | 584.000 | 2,406.08
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| | 688.000 | 2,834.56
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| | 0.000 | 0.00
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0048 0001.30 | 4.12 | 292.000 | 1,203.04
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 1,203.04
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| | 166.000 | 683.92
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| | 0.000 | 0.00
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0049 0001.90 | 0.62 | 13,709.000 | 8,499.58
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SIGN DAY | EACH | 13,709.000 | 8,499.58
|
| | 4,280.000 | 2,653.60
|
| | 0.000 | 0.00
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0050 0003.10 | 179.62 | 170.000 | 30,535.40
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FLAGGING | DAY | 170.000 | 30,535.40
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| | 106.500 | 19,129.53
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| | 0.000 | 0.00
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|
0051 0003.20 | 236.81 | 24.000 | 5,683.44
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FURNISHING AND OPERATING PILOT VEHICLE | DAY | 24.000 | 5,683.44
|
| | 30.000 | 7,104.30
|
| | 0.000 | 0.00
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|
0052 0010.04 | 1,443.35 | 1.000 | 1,443.35
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FIELD OFFICE | EACH | 1.000 | 1,443.35
|
| | 1.000 | 1,443.35
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| | 0.000 | 0.00
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0053 0030.00 | 17,938.26 | 1.000 | 17,938.26
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MOBILIZATION | LS | 1.000 | 17,938.26
|
| | 1.000 | 17,938.26
|
| | 0.000 | 0.00
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0054 9110.01 | 49.63 | 70.000 | 3,474.10
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RENTAL OF LOADER, FULLY OPERATED | HOUR | 70.000 | 3,474.10
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0055 9110.02 | 44.23 | 50.000 | 2,211.50
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RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 50.000 | 2,211.50
|
| | 16.000 | 707.68
|
| | 0.000 | 0.00
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|
0056 9110.03 | 39.65 | 70.000 | 2,775.50
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 70.000 | 2,775.50
|
| | 3.000 | 118.95
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| | 0.000 | 0.00
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|
0057 9110.07 | 34.21 | 70.000 | 2,394.70
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RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 70.000 | 2,394.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 78,564.95
|
| | Current | 78,564.95
|
| | In place | 52,614.15
|
| | This Estimate | 0.00
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| | |
|
Totals for contract | | Contracted | 1,887,656.96
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| | Current | 1,913,473.91
|
---|
| | In place | 1,648,669.98
|
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| | This Estimate | 4,287.88
|
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