| | | 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 L006.00 | 175.00 | 7.000 | 1,225.00
|
COVER CROP SEEDING | ha | 7.000 | 1,225.00
|
| | 7.000 | 1,225.00
|
| | 0.000 | 0.00
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| | |
|
0002 0030.10 | 5,500.00 | 1.000 | 5,500.00
|
MOBILIZATION | LS | 1.000 | 5,500.00
|
| | 1.000 | 5,500.00
|
| | 0.000 | 0.00
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| | |
|
0003 1009.00 | 1,800.00 | 1.000 | 1,800.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,800.00
|
| | 1.000 | 1,800.00
|
| | 0.000 | 0.00
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| | |
|
0004 1011.00 | 4.00 | 600.000 | 2,400.00
|
WATER | kL | 600.000 | 2,400.00
|
| | 1,446.000 | 5,784.00
|
| | 0.000 | 0.00
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| | |
|
0005 1030.00 | 2.90 | 7,908.000 | 22,933.20
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 7,908.000 | 22,933.20
|
| | 7,908.000 | 22,933.20
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| | 0.000 | 0.00
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| | |
|
0006 1300.18 | 45.00 | 117.000 | 5,265.00
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450 mm DRIVEWAY CULVERT PIPE | m | 117.000 | 5,265.00
|
| | 122.100 | 5,494.50
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| | 0.000 | 0.00
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| | |
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0007 1300.24 | 56.50 | 13.000 | 734.50
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600 mm DRIVEWAY CULVERT PIPE | m | 13.000 | 734.50
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| | 15.240 | 861.06
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| | 0.000 | 0.00
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| | |
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0008 7017.00 | 9.00 | 76.000 | 684.00
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REMOVE GUARDRAIL | m | 76.000 | 684.00
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| | 76.000 | 684.00
|
| | 0.000 | 0.00
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| | |
|
4000 1030.08 | 6.50 | 0.000 | 0.00
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EMBANKMENT | m3 | 699.000 | 4,543.50
|
Embankment ( Additional ) | | 699.000 | 4,543.50
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| | 699.000 | 4,543.50
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| | |
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GROUP 1 GRADING | | Contracted | 40,541.70
|
| | Current | 45,085.20
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| | In place | 48,825.26
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| | This Estimate | 4,543.50
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| | |
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GROUP 4 CULVERTS | | |
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0009 0030.40 | 2,900.00 | 1.000 | 2,900.00
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MOBILIZATION | LS | 1.000 | 2,900.00
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| | 1.000 | 2,900.00
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| | 0.000 | 0.00
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| | |
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0010 4044.00 | 2,600.00 | 1.000 | 2,600.00
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PREPARATION OF STRUCTURE | EACH | 1.000 | 2,600.00
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AT STA. 33+55.3 | | 1.000 | 2,600.00
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| | 0.000 | 0.00
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| | |
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0011 4050.01 | 8.00 | 290.000 | 2,320.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 290.000 | 2,320.00
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| | 290.000 | 2,320.00
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| | 0.000 | 0.00
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| | |
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0012 4051.01 | 13.00 | 33.000 | 429.00
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EXCAVATION FOR BOX CULVERTS | m3 | 33.000 | 429.00
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| | 33.000 | 429.00
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| | 0.000 | 0.00
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| | |
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0013 4101.06 | 400.00 | 19.380 | 7,752.00
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CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 19.380 | 7,752.00
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| | 19.380 | 7,752.00
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| | 0.000 | 0.00
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| | |
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0014 4151.00 | 1.50 | 1,097.000 | 1,645.50
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REINFORCING STEEL FOR BOX CULVERT | kg | 1,097.000 | 1,645.50
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| | 1,097.000 | 1,645.50
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| | 0.000 | 0.00
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| | |
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0015 4300.24 | 68.00 | 16.000 | 1,088.00
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600 mm CULVERT PIPE | m | 16.000 | 1,088.00
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| | 16.000 | 1,088.00
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| | 0.000 | 0.00
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| | |
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0016 4300.36 | 102.00 | 30.600 | 3,121.20
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900 mm CULVERT PIPE | m | 30.600 | 3,121.20
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| | 30.600 | 3,121.20
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| | 0.000 | 0.00
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| | |
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0017 4305.60 | 280.00 | 15.500 | 4,340.00
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1500 mm ROUND EQUIVALENT CULVERT PIPE | m | 15.500 | 4,340.00
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| | 15.500 | 4,340.00
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| | 0.000 | 0.00
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0018 4310.24 | 180.00 | 2.000 | 360.00
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600 mm FLARED-END SECTION | EACH | 2.000 | 360.00
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| | 2.000 | 360.00
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| | 0.000 | 0.00
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0019 4310.36 | 290.00 | 4.000 | 1,160.00
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900 mm FLARED-END SECTION | EACH | 4.000 | 1,160.00
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| | 4.000 | 1,160.00
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| | 0.000 | 0.00
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0020 4320.60 | 1,000.00 | 2.000 | 2,000.00
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1500 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 2.000 | 2,000.00
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| | 2.000 | 2,000.00
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| | 0.000 | 0.00
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GROUP 4 CULVERTS | | Contracted | 29,715.70
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| | Current | 29,715.70
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| | In place | 29,715.70
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| | This Estimate | 0.00
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GROUP 7 GUARDRAIL | | |
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0021 0030.70 | 500.00 | 1.000 | 500.00
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MOBILIZATION | LS | 1.000 | 500.00
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| | 1.000 | 500.00
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| | 0.000 | 0.00
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0022 6010.26 | 2,250.00 | 2.250 | 5,062.50
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 2.250 | 5,062.50
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| | 2.250 | 5,062.50
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| | 0.000 | 0.00
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0023 6020.00 | 10.00 | 42.000 | 420.00
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REINFORCING STEEL FOR BRIDGE | kg | 42.000 | 420.00
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| | 42.000 | 420.00
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| | 0.000 | 0.00
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0024 6030.00 | 1,000.00 | 1.000 | 1,000.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 1,000.00
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AT STA. 15+71.8 | | 1.000 | 1,000.00
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| | 0.000 | 0.00
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| | |
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0025 7020.00 | 1,100.00 | 4.000 | 4,400.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,400.00
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| | 4.000 | 4,400.00
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| | 0.000 | 0.00
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0026 7021.45 | 900.00 | 4.000 | 3,600.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,600.00
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| | 4.000 | 3,600.00
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| | 0.000 | 0.00
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GROUP 7 GUARDRAIL | | Contracted | 14,982.50
|
| | Current | 14,982.50
|
| | In place | 14,982.50
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| | This Estimate | 0.00
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GROUP 9 BITUMINOUS | | |
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0027 0002.76 | 0.18 | 7,100.000 | 1,278.00
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PERMANENT PAVEMENT MARKING PAINT | m | 7,100.000 | 1,278.00
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| | 10,863.370 | 1,955.41
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| | 0.000 | 0.00
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0028 0030.90 | 31,000.00 | 1.000 | 31,000.00
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MOBILIZATION | LS | 1.000 | 31,000.00
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| | 1.000 | 31,000.00
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| | 0.000 | 0.00
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0029 9005.00 | 34.13 | 25.000 | 853.25
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ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 25.000 | 853.25
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SP2(12.5) | | 0.000 | 0.00
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| | 0.000 | 0.00
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0030 9005.30 | 19.13 | 8,400.000 | 160,692.00
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ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 8,400.000 | 160,692.00
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| | 8,244.260 | 157,712.69
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| | 0.000 | 0.00
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0031 9009.00 | 3.50 | 626.000 | 2,191.00
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PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 626.000 | 2,191.00
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| | 626.000 | 2,191.00
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| | 0.000 | 0.00
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0032 9021.01 | 155.00 | 453.600 | 70,308.00
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PERFORMANCE GRADED BINDER (64-22) | Mg | 453.600 | 70,308.00
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| | 387.154 | 60,008.88
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| | 0.000 | 0.00
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0033 9034.00 | 2.50 | 564.000 | 1,410.00
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 564.000 | 1,410.00
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| | 564.000 | 1,410.00
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| | 0.000 | 0.00
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0034 9053.00 | 0.26 | 5,280.000 | 1,372.80
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TACK COAT | L | 5,280.000 | 1,372.80
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| | 10,978.000 | 2,854.28
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| | 0.000 | 0.00
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0035 9110.01 | 75.00 | 5.000 | 375.00
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RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 375.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0036 9110.02 | 70.00 | 5.000 | 350.00
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RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 5.000 | 350.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0037 9110.03 | 55.00 | 5.000 | 275.00
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RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 275.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0038 9110.07 | 50.00 | 5.000 | 250.00
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RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 250.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0039 9111.00 | 2.00 | 630.000 | 1,260.00
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WATER | kL | 630.000 | 1,260.00
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| | 1,399.000 | 2,798.00
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| | 0.000 | 0.00
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0040 9170.00 | 185.00 | 70.454 | 13,033.99
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EARTH SHOULDER CONSTRUCTION | StaM | 70.454 | 13,033.99
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| | 70.454 | 13,033.99
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| | 0.000 | 0.00
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0041 9173.00 | 355.00 | 34.950 | 12,407.25
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SUBGRADE PREPARATION | StaM | 34.950 | 12,407.25
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| | 34.950 | 12,407.25
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| | 0.000 | 0.00
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GROUP 9 BITUMINOUS | | Contracted | 297,056.29
|
| | Current | 297,056.29
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| | In place | 285,371.50
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| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0042 0001.10 | 2.50 | 1,035.000 | 2,587.50
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BARRICADE, TYPE III | BDAY | 1,035.000 | 2,587.50
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| | 1,159.000 | 2,897.50
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| | 0.000 | 0.00
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0043 0001.30 | 2.50 | 105.000 | 262.50
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 105.000 | 262.50
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| | 61.000 | 152.50
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| | 0.000 | 0.00
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0044 0001.90 | 1.00 | 1,311.000 | 1,311.00
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SIGN DAY | EACH | 1,311.000 | 1,311.00
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| | 915.000 | 915.00
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| | 0.000 | 0.00
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0045 0002.55 | 26.00 | 71.000 | 1,846.00
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OVERLAY BROKEN LINES | StaM | 71.000 | 1,846.00
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| | 71.000 | 1,846.00
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| | 0.000 | 0.00
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0046 0010.04 | 1,000.00 | 1.000 | 1,000.00
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FIELD OFFICE | EACH | 1.000 | 1,000.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0047 0030.00 | 5,000.00 | 1.000 | 5,000.00
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MOBILIZATION | LS | 1.000 | 5,000.00
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| | 1.000 | 5,000.00
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| | 0.000 | 0.00
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GROUP 10 GENERAL ITEMS | | Contracted | 12,007.00
|
| | Current | 12,007.00
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| | In place | 10,811.00
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| | This Estimate | 0.00
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Totals for contract | | Contracted | 394,303.19
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| | Current | 398,846.69
|
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| | In place | 389,705.96
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| | This Estimate | 4,543.50
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