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