Bid Item Weighted Unit Prices
| Units: Metric | Spec Year: 2000 | Quarter: 2 | Year: 2009 |
| Item Number | Description | Unit of Meas. | Per iod |
Bids | Quantity | Total Amount | Unit Price | Previous Year |
|---|---|---|---|---|---|---|---|---|
| 202-02 | Removal of | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 202-02-C | Removal of Portland Cement Concrete Pavement | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7.3245 |
| 202-02-D | Removal of Concrete Walks & Drives | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.4078 |
| 202-02-E | Removal of Concrete Curbs | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
17.3536 |
| 202-02-F | Removal of Concrete Combination Curb & Gutter | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12.0000 |
| 202-02-G | Removal of Surfacing & Stabilized Base | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.6242 |
| 202-02-H | Removal of Guard Rail | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
13.7714 |
| 202-04 | Excavation, Disposal and Backfilling of Overburden | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
225.0000 |
| 202-05 | Excavation, Disposal and Backfilling of Contaminated Soil | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 202-06 | Removal and Disposal of Contaminated Fluid | l | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.3000 |
| 203-01 | General Excavation | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.3082 |
| 203-02 | Drainage Excavation | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
11.9763 |
| 203-03 | Muck Excavation | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
16.1503 |
| 203-04 | Embankment | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
9.0929 |
| 203-05 | Nonplastic Embankment | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
126.0000 |
| 203-07 | Excavation & Embankment | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 203-08 | Borrow (Vehicular Measurement) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8.8291 |
| 203-08-A | Borrow (Vehicular Meas.)(Selected Soils) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.5000 |
| 203-09 | Geotextile Fabric | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.0000 |
| 204-02 | Temporary Hay or Straw Bales | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
13.5028 |
| 204-03 | Temporary Slope Drains | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
34.8514 |
| 204-04 | Temporary Sediment Basins | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
550.0000 |
| 204-05 | Temporary Sediment Check Dams (Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 204-05-A | Temporary Sediment Check Dams (Hay) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
154.9251 |
| 204-05-B | Temporary Sediment Check Dams (Stone) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
540.3225 |
| 204-06 | Temporary Silt Fencing | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4.8600 |
| 204-07 | Temporary Stone Construction Entrance | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,000.0000 |
| 302-01 | Class II Base Course | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
85.0000 |
| 302-02 | Class II Base Course ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12.0000 |
| 302-02-A | Class II Base Course (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
11.5000 |
| 302-02-B | Class II Base Course (220 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
24.0000 |
| 302-02-C | Class II Base Course (250 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
22.0000 |
| 302-02-D | Class II Base Course (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
35.8799 |
| 303-01-D | In-Place Cement Stabilized Base Course (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.0800 |
| 303-02 | Removal of Existing Patches | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.0100 |
| 304-01 | Lime | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
165.4504 |
| 304-02-D | Lime Treatment (Type B) (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.4500 |
| 304-03-D | Lime Treatment (Type C) (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.2000 |
| 304-04 | Lime Treatment (Type D) ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.4819 |
| 304-04-B | Lime Treatment (Type D) (220 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.5000 |
| 304-04-C | Lime Treatment (Type D) (250 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.0000 |
| 304-04-D | Lime Treatment (Type D) (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.0000 |
| 304-05 | Lime Treatment (Type E) | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
112.1657 |
| 305-01 | Subgrade Layer ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8.5000 |
| 306-02 | Scarifying and Compacting Roadbed ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.0000 |
| 401-01 | Aggregate Surface Course (Net Section) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
79.4542 |
| 401-02 | Aggregate Surface Course (Adjusted Vehicular Measurement) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
80.2797 |
| 402-01 | Traffic Maintenance Aggregate (Vehicular Measurement) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
85.5177 |
| 403-01 | Aggregate Roadway Surfacing (Vehicular Measurement) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
115.0000 |
| 501-01 | Asphaltic Concrete | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
51.8102 |
| 501-01-A | Asphaltic Concrete (Paved Drives & Turnouts) | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
190.0000 |
| 501-01-B | Asphaltic Concrete (Type 8F Wearing Course) | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
76.9087 |
| 501-03 | Asphaltic Concrete ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12.9600 |
| 502-01 | Superpave Asphaltic Concrete | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
77.2832 |
| 502-01-A | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
97.7400 |
| 502-03 | Superpave Asphaltic Concrete ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
16.5000 |
| 508-01 | Asphalt Concrete (Sma) Wearing Course | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
70.0000 |
| 509-01 | Cold Planing Asphaltic Pavement | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.5900 |
| 509-02 | Contractor Retained Reclaimed Asphaltic Pavement | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.0100 |
| 601-01 | Portland Cement Concrete Pavement ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
63.0000 |
| 601-01-E | Portland Cement Concrete Pavement (175 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58.0000 |
| 601-01-G | Portland Cement Concrete Pavement (200 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
44.8129 |
| 601-01-I | Portland Cement Concrete Pavement (225 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
75.0000 |
| 601-01-J | Portland Cement Concrete Pavement (237.5 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
122.5000 |
| 601-01-K | Portland Cement Concrete Pavement (250 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
66.0000 |
| 601-01-M | Portland Cement Concrete Pavement (275 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
47.0000 |
| 601-01-O | Portland Cement Concrete Pavement (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
42.0000 |
| 601-02 | Portland Cement Concrete Pavement ( mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
56.0000 |
| 601-02-G | Portland Cement Concrete Pavement (200 mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58.3474 |
| 601-02-I | Portland Cement Concrete Pavement (225 mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
43.3888 |
| 601-02-K | Portland Cement Concrete Pavement (250 mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
66.0000 |
| 601-02-M | Portland Cement Concrete Pavement (275 mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58.7246 |
| 601-03-H | Portland Cement Concrete Shoulder (212.5 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
42.0000 |
| 601-03-I | Portland Cement Concrete Shoulder (225 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
42.0000 |
| 601-03-K | Portland Cement Concrete Shoulder (250 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
66.0000 |
| 601-03-M | Portland Cement Concrete Shoulder (275 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
47.0000 |
| 601-03-O | Portland Cement Concrete Shoulder (300 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
42.0000 |
| 601-04 | Portland Cement Concrete Pavement Coring | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
99.3099 |
| 602-03 | Cleaning and Sealing Random Cracks | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.2452 |
| 602-05-I-01 | Full Depth Patching of Jointed Conc Pvmt (225mm Thk)(15.0 Sq m & Under) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
130.0000 |
| 602-05-I-02 | Full Depth Patching of Jointed Conc Pvmt (225mm Thk)(15.1 - 40.0 Sq M) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
141.2658 |
| 602-05-I-03 | Full Depth Patching of Jointed Conc Pvmt (225mm Thk)(40.1 Sq m & Over) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
95.0000 |
| 602-10 | Longitudinal Shoulder Joints | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.0000 |
| 602-11 | Removal of Existing Shoulder Underdrain Systems | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4.0000 |
| 701-01-G | Cross Drain Pipe (450 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 701-01-G/I | Cross Drain Pipe (450 mm RCP/PCP or 600 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
162.8000 |
| 701-01-I | Cross Drain Pipe (600 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
319.3448 |
| 701-01-I/K | Cross Drain Pipe (600 mm RCP/PCP or 750 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
173.0000 |
| 701-01-K | Cross Drain Pipe (750 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
493.9391 |
| 701-01-K/M | Cross Drain Pipe (750 mm RCP/PCP or 900 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
192.0000 |
| 701-01-M | Cross Drain Pipe (900 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
483.8769 |
| 701-01-M/N | Cross Drain Pipe (900 mm RCP/PCP or 1050 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
223.0000 |
| 701-01-N | Cross Drain Pipe (1050 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
484.0174 |
| 701-01-N/O | Cross Drain Pipe (1050 mm RCP/PCP or 1200 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
264.0000 |
| 701-01-O | Cross Drain Pipe (1200 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
816.9207 |
| 701-01-O/P | Cross Drain Pipe (1200 mm RCP/PCP or 1350 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
335.0000 |
| 701-01-P | Cross Drain Pipe (1350 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
411.1719 |
| 701-01-P/Q | Cross Drain Pipe (1350 mm RCP/PCP or 1500 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
460.8662 |
| 701-01-Q | Cross Drain Pipe (1500 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,020.0000 |
| 701-01-Q/S | Cross Drain Pipe (1500 mm RCP/PCP or 1800 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,100.0000 |
| 701-01-S | Cross Drain Pipe (1800 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,300.0000 |
| 701-01-S/U | Cross Drain Pipe (1800 mm RCP/PCP or 2100 mm CMP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
950.0000 |
| 701-01-U | Cross Drain Pipe (2100 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,120.0000 |
| 701-02-B | Cross Drain Pipe Arch (450 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
180.0000 |
| 701-02-D | Cross Drain Pipe Arch (600 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
458.3571 |
| 701-02-D/E | Cross Drain Pipe Arch (600 mm Equiv. RCPA or 750 mm Equiv. CMPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
140.0000 |
| 701-02-E | Cross Drain Pipe Arch (750 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 701-02-E/F | Cross Drain Pipe Arch (750 mm Equiv. RCPA or 900 mm Equiv. CMPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.0000 |
| 701-02-F | Cross Drain Pipe Arch (900 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
407.3911 |
| 701-02-G | Cross Drain Pipe Arch (1050 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
490.2831 |
| 701-02-H | Cross Drain Pipe Arch (1200 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
610.0027 |
| 701-02-I | Cross Drain Pipe Arch (1350 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
732.0809 |
| 701-02-I/J | Cross Drain Pipe Arch (1350 mm Equiv. RCPA or 1500 mm Equiv. CMPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 701-02-J | Cross Drain Pipe Arch (1500 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
950.0000 |
| 701-02-J/L | Cross Drain Pipe Arch (1500 mm Equiv. RCPA or 1800 mm Equiv. CMPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
675.0000 |
| 701-02-L | Cross Drain Pipe Arch (1800 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,021.8202 |
| 701-03-F | Storm Drain Pipe (375 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
201.2221 |
| 701-03-F/G-01 | Storm Drain Pipe (375 mm PCP or 450 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
155.6195 |
| 701-03-G | Storm Drain Pipe (450 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
290.0000 |
| 701-03-G/I-01 | Storm Drain Pipe (450 mm PCP or 600 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.0000 |
| 701-03-I | Storm Drain Pipe (600 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
298.7595 |
| 701-03-I/K-01 | Storm Drain Pipe (600 mm PCP or 750 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 701-03-K | Storm Drain Pipe (750 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
331.2255 |
| 701-03-K/M-01 | Storm Drain Pipe (750 mm PCP or 900 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
210.0000 |
| 701-03-M | Storm Drain Pipe (900 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
401.8122 |
| 701-03-M/N-01 | Storm Drain Pipe (900 mm PCP or 1050 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
310.0000 |
| 701-03-N | Storm Drain Pipe (1050 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
527.0226 |
| 701-03-N/O-01 | Storm Drain Pipe (1050 mm PCP or 1200 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
360.2401 |
| 701-03-O | Storm Drain Pipe (1200 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
589.4145 |
| 701-03-P | Storm Drain Pipe (1350 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
928.5000 |
| 701-03-P/Q-01 | Storm Drain Pipe (1350 mm PCP or 1500 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
470.0000 |
| 701-03-Q | Storm Drain Pipe (1500 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,100.0000 |
| 701-03-Q/S-01 | Storm Drain Pipe (1500 mm PCP or 1800 mm CMP)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
550.0000 |
| 701-03-S | Storm Drain Pipe (1800 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,270.0000 |
| 701-04-A | Storm Drain Pipe Arch (375 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.0000 |
| 701-04-B | Storm Drain Pipe Arch (450 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
370.0000 |
| 701-04-D | Storm Drain Pipe Arch (600 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 701-04-E | Storm Drain Pipe Arch (750 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
319.2486 |
| 701-04-E-01 | Storm Drain Pipe Arch (750 mm Equiv. CMPA)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 701-04-F | Storm Drain Pipe Arch (900 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
320.0000 |
| 701-04-F-01 | Storm Drain Pipe Arch (900 mm Equiv. CMPA)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
630.0000 |
| 701-04-G | Storm Drain Pipe Arch (1050 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
730.0000 |
| 701-04-G-01 | Storm Drain Pipe Arch (1050 mm Equiv. CMPA)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,100.0000 |
| 701-04-H | Storm Drain Pipe Arch (1200 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
530.0000 |
| 701-04-H-01 | Storm Drain Pipe Arch (1200 mm Equiv. CMPA)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 701-04-I | Storm Drain Pipe Arch (1350 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
550.0000 |
| 701-04-J | Storm Drain Pipe Arch (1500 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
385.0000 |
| 701-04-L | Storm Drain Pipe Arch (1800 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,500.0000 |
| 701-04-L-01 | Storm Drain Pipe Arch (1800 mm Equiv. CMPA)(Outfall) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,100.0000 |
| 701-05-F | Side Drain Pipe (375 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
81.0000 |
| 701-05-G | Side Drain Pipe (450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
206.0173 |
| 701-05-I | Side Drain Pipe (600 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
297.3360 |
| 701-05-K | Side Drain Pipe (750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
480.0000 |
| 701-05-M | Side Drain Pipe (900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
385.9740 |
| 701-05-N | Side Drain Pipe (1050 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
465.5730 |
| 701-05-O | Side Drain Pipe (1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
552.3105 |
| 701-05-P | Side Drain Pipe (1350 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
575.0000 |
| 701-05-Q | Side Drain Pipe (1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
870.9294 |
| 701-05-S | Side Drain Pipe (1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 701-05-Y | Side Drain Pipe (2700 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
430.0000 |
| 701-06-B | Side Drain Pipe Arch (450 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
180.0000 |
| 701-06-D | Side Drain Pipe Arch (600 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 701-06-E | Side Drain Pipe Arch (750 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
330.0000 |
| 701-06-F | Side Drain Pipe Arch (900 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
450.0000 |
| 701-06-G | Side Drain Pipe Arch (1050 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
470.0000 |
| 701-06-H | Side Drain Pipe Arch (1200 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
620.0000 |
| 701-06-I | Side Drain Pipe Arch (1350 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
850.0000 |
| 701-07-C | Yard Drain Pipe (200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
93.6653 |
| 701-07-E | Yard Drain Pipe (300 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
95.0000 |
| 701-09 | Fabricating Pipe Fittings | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,200.0000 |
| 701-10-G | Reinforced Concrete Pipe (Extension)(450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
220.6395 |
| 701-10-I | Reinforced Concrete Pipe (Extension)(600 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.8914 |
| 701-10-K | Reinforced Concrete Pipe (Extension)(750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
510.5865 |
| 701-10-M | Reinforced Concrete Pipe (Extension)(900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
565.0000 |
| 701-10-N | Reinforced Concrete Pipe (Extension)(1050 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
765.0000 |
| 701-10-O | Reinforced Concrete Pipe (Extension)(1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
945.0000 |
| 701-10-Q | Reinforced Concrete Pipe (Extension)(1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 701-11-I | Reinforced Concrete Pipe Arch (Extension)(1350 mm Equiv.) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 701-12-G | Corrugated Metal Pipe (Extension)(450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
18.0000 |
| 701-12-M | Corrugated Metal Pipe (Extension)(900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 701-12-Q | Corrugated Metal Pipe (Extension)(1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
729.0000 |
| 701-15 | Concrete Collar | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
900.0000 |
| 702-01 | Junction Boxes | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25,000.0000 |
| 702-02-A | Manholes (Mh-06) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,000.0000 |
| 702-02-B | Manholes (R-CB-11) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,000.0000 |
| 702-02-C | Manholes (R-CB-11 Mod) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,000.0000 |
| 702-02-D | Manholes (R-CB-12) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,500.0000 |
| 702-02-E | Manholes (R-CB-32) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
9,500.0000 |
| 702-02-F | Manholes (Mh-01) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,000.0000 |
| 702-03-A | Catch Basins (CB-01) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,658.3333 |
| 702-03-B | Catch Basins (CB-02) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,286.9565 |
| 702-03-C | Catch Basins (CB-06) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,364.9253 |
| 702-03-D | Catch Basins (CB-07) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,000.0000 |
| 702-03-E | Catch Basins (CB-03) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,760.6060 |
| 702-03-F | Catch Basins (CB-08) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8,765.0000 |
| 702-03-G | Catch Basins (CB-09) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7,000.0000 |
| 702-03-H | Catch Basins (CB-05) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 702-04-A | Adjusting Manholes | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,014.2857 |
| 702-04-B | Adjusting Catch Basins | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,000.0000 |
| 702-05 | Cross Drain end Treatment (Type ) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 702-07-A | Cross Drain Safety end (Type 1) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,237.5000 |
| 702-07-B | Cross Drain Safety end (Type 2) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,913.4375 |
| 702-07-C | Cross Drain Safety end (Type 3) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,000.0000 |
| 702-07-D | Cross Drain Safety end (Type 4) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,000.0000 |
| 702-08-A | Side Drain Safety end (Type 1) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,978.9473 |
| 702-08-B | Side Drain Safety end (Type 2) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,700.0000 |
| 702-08-C | Side Drain Safety end (Type 3) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,000.0000 |
| 703-01 | Shoulder Underdrain Systems | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
31.6220 |
| 703-02 | Shoulder Outlet Underdrains | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
800.0000 |
| 703-03 | Perforated Pipe Underdrains | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
26.3682 |
| 703-04 | Nonperforated Pipe Underdrains | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 704-01-A | Guard Rail (Single Thrie Beam)(950 mm Post Spacing) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
115.0000 |
| 704-01-B | Guard Rail (Single Thrie Beam)(1905 mm Post Spacing) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
113.2571 |
| 704-01-C | Guard Rail (Double Thrie Beam)(950 mm Post Spacing) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
136.6666 |
| 704-03 | Blocked Out Guard Rail | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
64.6354 |
| 704-05 | Guard Rail Anchor Sections (Bct) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
220.0000 |
| 704-06 | Guard Rail Anchor Sections (Trailing End) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 704-06-A | Guard Rail Anchor Sections (Trailing End)(Single Thrie Beam) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
274.0703 |
| 704-08-A | Guard Rail Transitions (Single Thrie Beam) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
85.0000 |
| 704-08-B | Guard Rail Transitions (Double Thrie Beam) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
186.3636 |
| 704-09 | Guard Rail Anchor Sections (Turndown) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
115.0000 |
| 704-10 | Guard Rail Anchor Block | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
675.0000 |
| 704-11-A | Guard Rail end Treatment (Flared) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,239.2156 |
| 704-11-B | Guard Rail end Treatment (Tangent) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,200.0000 |
| 704-11-C | Guard Rail end Treatment (Bi-Directional) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,000.0000 |
| 705-01 | Barbed Wire Fence | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
18.4612 |
| 705-02 | Combination Mesh & Barbed Wire Fence | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.3928 |
| 705-03 | Single Swinging Walk Gates | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
277.5000 |
| 705-04 | Single Swinging Driveway Gates | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
383.3333 |
| 705-05 | Double Swinging Driveway Gates | dbgt | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
806.2500 |
| 705-06-A | Chain Link Fence (1200 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
68.0000 |
| 705-06-B | Chain Link Fence (1500 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
55.6823 |
| 705-06-C | Chain Link Fence (1800 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
61.3470 |
| 705-06-D | Chain Link Fence (2100 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 705-07 | -Meter Single Gates For Chain Link Fence ( mm Height) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 705-07-A | -Meter Single Gates For Chain Link Fence (1200mm Height) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 705-07-B | -Meter Single Gates For Chain Link Fence (1500mm Height) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
900.0000 |
| 705-07-C | -Meter Single Gates For Chain Link Fence (1800mm Height) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
800.0000 |
| 705-07-D | -Meter Single Gates For Chain Link Fence (2100mm Height) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 705-08-A | -Meter Double Gates For Chain Link Fence (1200mm Height) | dbgt | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,100.0000 |
| 705-08-C | -Meter Double Gates For Chain Link Fence (1800mm Height) | dbgt | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 705-09 | Rebuilt Fence | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 706-01-A | Concrete Walk (100 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
53.4565 |
| 706-01-C | Concrete Walk (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
38.0000 |
| 706-02 | Concrete Drive ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 706-02-A | Concrete Drive (100 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
56.4822 |
| 706-02-C | Concrete Drive (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
82.5556 |
| 706-03-A | Incidental Concrete Paving (100 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
42.8143 |
| 706-03-C | Incidental Concrete Paving (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
68.0000 |
| 707-01 | Concrete Curb | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
59.2468 |
| 707-03 | Combination Concrete Curb & Gutter | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
61.0853 |
| 707-04 | Asphaltic Curb | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
73.3571 |
| 708-01 | Right-Of-Way Monument | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
311.3080 |
| 708-02 | Right-Of-Way Monument Witness Post | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
311.3080 |
| 709-01 | Steel Cattle Guard | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,500.0000 |
| 711-01-C | Riprap (15 kg, ) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
105.0000 |
| 711-01-D | Riprap (25 kg, ) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
76.3372 |
| 711-01-E | Riprap (60 kg, ) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
68.0000 |
| 711-01-H | Riprap (450 kg, ) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 711-02-A | Riprap (1 kg) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
86.2921 |
| 711-02-B | Riprap (5 kg) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
95.0000 |
| 711-02-C | Riprap (15 kg) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 711-02-D | Riprap (25 kg) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
134.4568 |
| 711-02-G | Riprap (200 kg) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
122.0000 |
| 711-03-B | Riprap (5 kg) | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
70.0000 |
| 711-03-D | Riprap (25 kg) | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
202.0000 |
| 711-04 | Geotextile Fabric | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.3763 |
| 712-01 | Concrete Cast-In-Place Revetment ( mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
90.0000 |
| 712-01-A | Concrete Cast-In-Place Revetment (100 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
63.0000 |
| 712-01-C | Concrete Cast-In-Place Revetment (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 712-02 | Sacked Concrete Revetment | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
105.3640 |
| 712-03 | Stone Revetment | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 712-04 | Flexible Revetment | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 713-03-A | Temporary Pavement Markings (100 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.5636 |
| 713-03-B | Temporary Pavement Markings (150 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.0000 |
| 713-03-C | Temporary Pavement Markings (200 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.6000 |
| 713-03-D | Temporary Pavement Markings (300 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.7500 |
| 713-03-E | Temporary Pavement Markings (600 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.0000 |
| 713-04-A | Temporary Pavement Markings (Broken Line)(100 mm Width)(1.2 m Length) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
476.3850 |
| 713-04-A-01 | Temporary Pvmt. Markings (Broken Line)(100 mm W)(1.2 m L)(Type I Removable) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,469.5652 |
| 713-04-B | Temporary Pavement Markings (Broken Line)(100 mm Width)(3.0 m Length) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
445.3964 |
| 713-04-B-01 | Temporary Pvmt. Markings (Broken Line)(100 mm W)(3.0 m L)(Type I Removable) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,750.0000 |
| 713-05 | Temporary Pavement Markings (Solid Line)( mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,500.0000 |
| 713-05-A | Temporary Pavement Markings (Solid Line)(100 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 713-05-A-01 | Temporary Pavement Markings (Solid Line)(100 mm Width)(Type I Removable) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
11,387.7551 |
| 713-06-A | Temporary Pavement Legends and Symbols (Arrow) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 713-06-B | Temporary Pavement Legends and Symbols (Double Arrow) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
70.0000 |
| 713-06-C | Temporary Pavement Legends and Symbols (Only) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 713-06-D | Temporary Pavement Legends and Symbols (RR Crossing) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 713-07 | Temporary Reflectorized Raised Pavement Markers | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.0000 |
| 713-08 | Temporary Precast Concrete Barrier (Contractor Furnished) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
746.5517 |
| 713-09 | Temporary Precast Concrete Barrier (Department Furnished) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.2777 |
| 714-01 | Slab Sodding | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.0000 |
| 715-01 | Topsoil | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
68.0245 |
| 716-01 | Mulch (Type) | Hctr | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,500.0000 |
| 716-01-A | Mulch (Vegetative) | Hctr | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,491.8000 |
| 716-01-B | Mulch (Fiber) | Hctr | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,290.0000 |
| 717-01 | Seeding | kg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
19.0388 |
| 718-01 | Fertilizer | kg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.6036 |
| 718-02 | Agricultural Lime | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
80.7142 |
| 719-01 | Plants (Type, Size) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
16.0000 |
| 719-02 | Top Dressing Mulch ( mm Depth) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12.0000 |
| 719-03 | Bed Preparation ( mm Depth) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.0000 |
| 720-01 | Erosion Control System (Type) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.5000 |
| 720-01-A | Erosion Control System, Slope Protection (Type A) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.4674 |
| 720-01-B | Erosion Control System, Slope Protection (Type B) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.4041 |
| 720-01-C | Erosion Control System, Flexible Channel Liner (Type C) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.8440 |
| 720-01-D | Erosion Control System, Flexible Channel Liner (Type D) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.9498 |
| 720-01-E | Erosion Control System, Flexible Channel Liner (Type E) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.4000 |
| 720-01-F | Erosion Control System, Flexible Channel Liner (Type F) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.5000 |
| 721-01 | Asphalt Mulch | l | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.7199 |
| 722-01 | Project Site Laboratory | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
15,000.0000 |
| 722-02 | Project Site Laboratory (Equipped) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58,333.3333 |
| 723-01 | Granular Material (Net Section) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 724-01-A | Pavement Patching (150 mm Minimum Thickness) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.0000 |
| 724-01-B | Pavement Patching (300 mm Minimum Thickness) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
111.4013 |
| 724-02 | Pavement Widening | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
142.0000 |
| 724-03 | Pavement Joint Repair | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
155.0724 |
| 725-01 | Temporary Detour Roads | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
729.4818 |
| 725-02 | Temporary Detour Roads | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 725-03 | Temporary Detour Bridging | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,411.7647 |
| 725-04 | Low Profile Runaround | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
26,166.6666 |
| 726-01 | Bedding Material | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
109.4621 |
| 728-01 | Jacked or Bored Pipe (Size, Type, Class, or Thickness) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,100.0000 |
| 729-01 | Sign (Type A) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
246.2992 |
| 729-02 | Sign (Type B) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
255.0000 |
| 729-04 | Sign (Type D) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
225.0000 |
| 729-05 | Sign (Type E) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
260.0000 |
| 729-06 | Sign (Overhead Mounted) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
220.0000 |
| 729-08-A | Mounting (63.5 mm Post) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
560.0000 |
| 729-08-B | Mounting (88.9 mm Post) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
670.0000 |
| 729-08-C | Mounting (127 mm Post) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
880.0000 |
| 729-08-E | Mounting (S75 X 8.5) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 729-08-F | Mounting (W150 X 18) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
750.0000 |
| 729-08-G | Mounting (W200 X 27) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,100.0000 |
| 729-08-H | Mounting (W200 X 36) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 729-08-I | Mounting (W250 X 49) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,400.0000 |
| 729-09 | Mounting (Overhead Truss)(Ground Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
60,000.0000 |
| 729-10 | Mounting (Overhead Truss)(Structure Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
60,000.0000 |
| 729-11 | Mounting (Overhead Cantilever)(Ground Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20,000.0000 |
| 729-12 | Mounting (Overhead Cantilever)(Structure Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
28,000.0000 |
| 729-13 | Mounting (Bridge Fascia Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,500.0000 |
| 729-14 | Delineator Assembly (Ground Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 729-16 | Object Marker Assembly (Type ) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
65.0000 |
| 729-16-A | Object Marker Assembly (Type 1) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
92.5000 |
| 729-16-B | Object Marker Assembly (Type 2) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 729-16-C | Object Marker Assembly (Type 3) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
79.5000 |
| 729-17 | Milepost Assembly (Ground Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
126.0000 |
| 729-18 | Milepost Assembly (Structure Mounted) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
225.0000 |
| 729-19-A | Dead end Road Installation (Type A) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,420.0000 |
| 729-19-B | Dead end Road Installation (Type B) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,400.0000 |
| 729-19-C | Dead end Road Installation (Type C) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,500.0000 |
| 729-21 | U-Channel Post | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
77.5000 |
| 730-01 | Trenching and Backfilling | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.0000 |
| 730-02 | Conduit With Conductors (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
21.0000 |
| 730-04 | Jacking or Bored Casing (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
65.0000 |
| 730-05 | Light Pole (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,664.0000 |
| 730-06 | High Mast Pole (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
40,000.0000 |
| 730-08 | Electrical Service Point (Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,500.0000 |
| 730-12 | Removal and Storage of Light Poles (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,700.0000 |
| 730-15 | Relocate Light Poles (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,400.0000 |
| 730-16 | Underground Junction Box (Size) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
320.0000 |
| 730-18 | Service Pole | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
800.0000 |
| 731-01 | Nonreflectorized Raised Pavement Markers | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
13.2500 |
| 731-02 | Reflectorized Raised Pavement Markers | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6.1550 |
| 732-01-A | Plastic Pavement Striping (100 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.5000 |
| 732-01-B | Plastic Pavement Striping (150 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.0000 |
| 732-01-C | Plastic Pavement Striping (200 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.1000 |
| 732-01-C-01 | Plastic Pvmt Striping (200 mm Width) Preformed Marking Tape (Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.0000 |
| 732-01-D | Plastic Pavement Striping (300 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4.0614 |
| 732-01-D-01 | Plastic Pvmt Striping (300 mm Width) Preformed Marking Tape (Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
29.0000 |
| 732-01-E | Plastic Pavement Striping (600 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.3000 |
| 732-01-E-01 | Plastic Pvmt Striping (600 mm Width) Preformed Marking Tape (Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
60.0000 |
| 732-02-A | Plastic Pavement Striping (Solid Line)(100 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,684.9733 |
| 732-02-A-01 | Plast Pvmt Striping(Solid Line)(100mm Width)Preformed Marking Tape (Type) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
9,850.0000 |
| 732-02-C | Plastic Pavement Striping (Solid Line)(200 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,737.2372 |
| 732-02-D | Plastic Pavement Striping (Solid Line)(300 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
19,166.6666 |
| 732-02-E | Plastic Pavement Striping (Solid Line)(600 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10,000.0000 |
| 732-03-A | Plastic Pavement Striping (Broken Line)(100 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
539.4222 |
| 732-03-A-01 | Plastic Pvmt Striping(Broken Line)(100mmwidth)Preformed Marking Tape (Type) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,657.6645 |
| 732-04-A | Plastic Pavement Legends & Symbols (Arrow) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
165.7142 |
| 732-04-B | Plastic Pavement Legends & Symbols (Double Arrow) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
185.5882 |
| 732-04-C | Plastic Pavement Legends & Symbols (Only) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
178.0952 |
| 732-04-D | Plastic Pavement Legends & Symbols (RR Crossing) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 732-04-E | Plastic Pavement Legends & Symbols (School Crossing) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
420.0000 |
| 732-05 | Removal of Existing Markings | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,239.8387 |
| 733-01 | Concrete Roadway Barrier (Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 734-01 | Rubblizing Portland Cement Concrete Pavement | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.3200 |
| 735-01 | Mailboxes | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12.2653 |
| 735-02 | Mailbox Supports (Single) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.6122 |
| 735-03 | Mailbox Supports (Double) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
215.0000 |
| 735-04 | Mailbox Supports (Multiple) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
450.0000 |
| 736-01 | Trenching and Backfilling | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8.7537 |
| 736-03 | Jacked or Bored Conduit (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
55.7413 |
| 736-04 | Signal Support (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7,000.0000 |
| 736-04-A | Signal Support (Foundation Only) (Size and Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,916.6666 |
| 736-05 | Signal Heads (Type) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 736-05-A | Signal Heads (Retrofitted With Led'S) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
350.0000 |
| 736-06 | Signal Service | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 736-08 | Signal Controller | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20,000.0000 |
| 736-09 | Loop Detector | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
35.0000 |
| 736-10 | Underground Junction Box | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 736-11 | Conduit (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8.5000 |
| 736-12 | Conductor (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.4370 |
| 736-13 | Cable (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6.0000 |
| 737-01-A | Painted Traffic Striping (Solid Line)(100 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
570.0000 |
| 737-02-A | Painted Traffic Striping (Broken Line)(100 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
270.0000 |
| 737-03-A | Painted Traffic Striping (Solid Line)(100 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 738-01 | Mulch Sodding | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
45.0000 |
| 739-01 | Hydro-Seeding | hctr | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,784.1437 |
| 741-04 | Fire Hydrant | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,200.0000 |
| 741-06 | Relocating Fire Hydrant | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 741-07 | Relocating Water Valve | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
800.0000 |
| 741-08 | Relocating Water Meter | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 741-09 | Adjusting Water House Connections | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
753.8461 |
| 741-10 | Adjusting Water Service Lines | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
39.5348 |
| 741-11 | Adjusting Water Valve and Meter Box | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 741-12 | Removing Water Valve Including Box | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
800.0000 |
| 742-01 | Sanitary Sewer Pipe ( | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.6470 |
| 742-02 | Adjusting Sanitary Sewer House Connections | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
841.3793 |
| 742-03 | Adjusting Sanitary Sewer Service Lines | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
122.5000 |
| 802-01 | Structural Excavation | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
40.0000 |
| 802-02 | Structural Excavation For Intermediate Bents | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 802-04 | Structural Excavation For Piers (Wet) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 803-03 | Steel Sheet Pile Wall | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
330.0000 |
| 804-01 | Precast Concrete Piles (Size) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
190.0000 |
| 804-01-B | Precast Concrete Piles (350 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
160.3950 |
| 804-01-C | Precast Concrete Piles (400 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
168.0277 |
| 804-01-D | Precast Concrete Piles (450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
195.0000 |
| 804-01-F | Precast Concrete Piles (600 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
298.7930 |
| 804-01-G | Precast Concrete Piles (750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 804-01-H | Precast Concrete Piles (900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 804-02-B | Treated Timber Piles (Coastal Treatment) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
46.0000 |
| 804-05 | Precast Concrete Test Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20,000.0000 |
| 804-09 | Loading Test Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
13,862.5000 |
| 804-10 | Reloading Test Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
968.7500 |
| 804-11 | Redriving Test Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 804-12 | Loading Permanent Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4,150.0000 |
| 804-13 | Precast Concrete Indicator Piles | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.0000 |
| 804-17 | Dynamic Monitoring | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
6,602.2222 |
| 805-01 | Class a Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,610.0000 |
| 805-01-A | Class a Concrete (Pipe Headwalls) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,350.0000 |
| 805-01-B | Class a Concrete (Box Culvert Headwalls) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,503.9859 |
| 805-01-C | Class a Concrete (Retaining Walls) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,000.0000 |
| 805-01-D | Class a Concrete (Footings) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 805-01-E | Class a Concrete (Piers) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 805-01-F | Class a Concrete (Bents) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,012.0666 |
| 805-01-H | Class a Concrete (Counterweights) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
750.0000 |
| 805-03 | Class Aa Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
731.3006 |
| 805-06 | Class R Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 805-07 | Class S Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
275.0000 |
| 805-08-B | Precast-Prestressed Concrete Girders (Type II) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 805-08-C | Precast-Prestressed Concrete Girders (Type III) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
290.0000 |
| 805-08-D | Precast-Prestressed Concrete Girders (Type Iv) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
410.0000 |
| 805-08-G | Precast-Prestressed Concrete Girders (Type Bt-72) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 805-08-H | Precast-Prestressed Concrete Girders (Type Quad Beam) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 805-10 | Bridge Superstructure & Substructure | span | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20,000.0000 |
| 805-11 | Strip Seal Joints | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
518.4782 |
| 805-12-A | Reinforced Concrete Box Culverts (1200 mm X 900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,700.0000 |
| 805-12-B | Reinforced Concrete Box Culverts (1500 mm X 900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,350.0000 |
| 805-12-C | Reinforced Concrete Box Culverts (1800 mm X 900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,050.0000 |
| 805-12-E | Reinforced Concrete Box Culverts (1200 mm X 1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,400.0000 |
| 805-12-F | Reinforced Concrete Box Culverts (1500 mm X 1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 805-12-G | Reinforced Concrete Box Culverts (1800 mm X 1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,169.5849 |
| 805-12-I | Reinforced Concrete Box Culverts (1500 mm X 1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,579.8378 |
| 805-12-J | Reinforced Concrete Box Culverts (1800 mm X 1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,000.0000 |
| 805-12-L | Reinforced Concrete Box Culverts (2400 mm X 1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,200.0000 |
| 805-12-M | Reinforced Concrete Box Culverts (1800 mm X 1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,600.0000 |
| 805-12-N | Reinforced Concrete Box Culverts (2100 mm X 1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,804.0000 |
| 805-12-O | Reinforced Concrete Box Culverts (2400 mm X 1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,000.0000 |
| 805-12-P | Reinforced Concrete Box Culverts (2100 mm X 2100 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,800.0000 |
| 805-12-S | Reinforced Concrete Box Culverts (2400 mm X 2400 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,200.0000 |
| 805-12-U | Reinforced Concrete Box Culverts (3000 mm X 2400 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,900.0000 |
| 805-12-V | Reinforced Concrete Box Culverts (2700 mm X 2700 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,400.0000 |
| 805-12-X | Reinforced Concrete Box Culverts (3000 mm X 3000 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,066.6666 |
| 806-01 | Deformed Reinforcing Steel | kg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.7005 |
| 806-02 | Deformed Reinforcing Steel (Epoxy Coated) | kg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.1656 |
| 808-01 | Steel Grid Flooring | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
380.0000 |
| 810-01 | Concrete Railing (Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
167.4197 |
| 810-04 | Steel & Concrete Railing | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
430.0000 |
| 810-05 | Pipe & Concrete Railing | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,300.0000 |
| 812-01-B | Treated Timber (Coastal Treatment) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,700.0000 |
| 813-01 | Concrete Approach Slabs | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
234.3526 |
| 813-02 | Concrete Approach Slabs (Pile Supported) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
350.0000 |
| 814-01-A | Drilled Shaft (450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
432.0000 |
| 814-01-B | Drilled Shaft (600 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
270.0000 |
| 814-01-C | Drilled Shaft (750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
430.0000 |
| 814-01-F | Drilled Shaft (1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 814-01-G | Drilled Shaft (1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 814-01-I | Drilled Shaft (2400 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,500.0000 |
| 814-02-C | Test Hole (750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 814-02-F | Test Hole (1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
700.0000 |
| 814-02-G | Test Hole (1800 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,550.0000 |
| 814-03 | Permanent Casing | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
280.0000 |
| 814-04 | Crosshole Sonic Logging (Diameter) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,800.0000 |
| 814-04-A | Crosshole Sonic Logging (450 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 814-04-B | Crosshole Sonic Logging (600 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,500.0000 |
| 814-04-C | Crosshole Sonic Logging (750 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,000.0000 |
| 814-04-F | Crosshole Sonic Logging (1500 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,000.0000 |
| 814-04-G | Crosshole Sonic Logging (1800 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,400.0000 |
| 814-04-I | Crosshole Sonic Logging (2400 mm) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,825.0000 |