Bid Item Weighted Unit Prices
| Units: Metric | Spec Year: 2006 | Quarter: 2 | Year: 2009 |
| Item Number | Description | Unit of Meas. | Per iod |
Bids | Quantity | Total Amount | Unit Price | Previous Year |
|---|---|---|---|---|---|---|---|---|
| 202-02-C | Removal of Portland Cement Concrete Pavement | sq m | QTR: YTD: |
2 2 |
1,522.0000 1,522.0000 |
13,880.00 13,880.00 |
9.1196 9.1196 |
5.7101 |
| 202-02-D | Removal of Concrete Walks & Drives | sq m | QTR: YTD: |
3 3 |
3,979.0000 3,979.0000 |
30,735.00 30,735.00 |
7.7243 7.7243 |
4.0318 |
| 202-02-E | Removal of Concrete Curbs | ln m | QTR: YTD: |
1 1 |
12.7000 12.7000 |
1,270.00 1,270.00 |
100.0000 100.0000 |
16.5000 |
| 202-02-F | Removal of Concrete Combination Curb & Gutter | ln m | QTR: YTD: |
1 1 |
63.8000 63.8000 |
1,084.60 1,084.60 |
17.0000 17.0000 |
16.5000 |
| 202-02-G | Removal of Surfacing & Stabilized Base | sq m | QTR: YTD: |
1 3 |
2,068.3000 13,326.0000 |
16,546.40 70,377.85 |
8.0000 5.2812 |
4.8076 |
| 202-02-H | Removal of Guard Rail | ln m | QTR: YTD: |
0 2 |
0.0000 733.0000 |
.00 9,454.00 |
.0000 12.8977 |
12.7447 |
| 202-07 | Plugging Existing Water Wells | each | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,000.0000 |
| 203-01 | General Excavation | cu m | QTR: YTD: |
1 3 |
25,675.0000 236,646.0000 |
308,100.00 989,831.75 |
12.0000 4.1828 |
3.5218 |
| 203-02 | Drainage Excavation | cu m | QTR: YTD: |
1 3 |
1,792.0000 8,211.0000 |
21,504.00 78,832.00 |
12.0000 9.6008 |
10.6777 |
| 203-03 | Embankment | cu m | QTR: YTD: |
1 3 |
26,457.0000 256,197.0000 |
370,398.00 1,784,962.60 |
14.0000 6.9671 |
7.6141 |
| 203-04 | Nonplastic Embankment | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
17.2415 |
| 203-07-B | Borrow (Vehicular Measurement)(Plastic Soils) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.0000 |
| 204-02 | Temporary Hay or Straw Bales | ea | QTR: YTD: |
5 6 |
1,534.0000 1,695.0000 |
32,073.00 34,488.00 |
20.9081 20.3469 |
10.3596 |
| 204-03 | Temporary Slope Drains | ln m | QTR: YTD: |
2 3 |
87.0000 1,122.0000 |
5,080.00 30,955.00 |
58.3908 27.5891 |
30.9325 |
| 204-05-A | Temporary Sediment Check Dams (Hay) | ea | QTR: YTD: |
4 7 |
69.0000 166.0000 |
14,790.00 38,180.00 |
214.3478 230.0000 |
108.5526 |
| 204-05-B | Temporary Sediment Check Dams (Stone) | ea | QTR: YTD: |
1 2 |
6.0000 69.0000 |
4,200.00 29,400.00 |
700.0000 426.0870 |
500.0000 |
| 204-06 | Temporary Silt Fencing | ln m | QTR: YTD: |
5 8 |
5,591.0000 12,460.0000 |
28,698.00 122,396.00 |
5.1329 9.8231 |
7.4393 |
| 204-07 | Temporary Stone Construction Entrance | ea | QTR: YTD: |
1 1 |
2.0000 2.0000 |
6,000.00 6,000.00 |
3,000.0000 3,000.0000 |
1,000.0000 |
| 302-01 | Class II Base Course | cu m | QTR: YTD: |
1 1 |
764.4000 764.4000 |
91,728.00 91,728.00 |
120.0000 120.0000 |
128.0972 |
| 302-02-B | Class II Base Course (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
31.0000 |
| 302-02-C | Class II Base Course (200 mm Thick) | sq m | QTR: YTD: |
1 1 |
536.6000 536.6000 |
17,707.80 17,707.80 |
33.0000 33.0000 |
17.0000 |
| 302-02-D | Class II Base Course (220 mm Thick) | sq m | QTR: YTD: |
0 2 |
0.0000 23,313.7000 |
.00 622,671.20 |
.0000 26.7084 |
28.9000 |
| 302-02-E | Class II Base Course (250 mm Thick) | sq m | QTR: YTD: |
1 2 |
33,233.4000 149,818.5000 |
830,835.00 2,206,539.18 |
25.0000 14.7281 |
25.0000 |
| 302-02-F | Class II Base Course (300 mm Thick) | sq m | QTR: YTD: |
1 1 |
4,026.7000 4,026.7000 |
261,735.50 261,735.50 |
65.0000 65.0000 |
30.0000 |
| 304-01 | Lime | Mg | QTR: YTD: |
1 1 |
30.4400 30.4400 |
7,610.00 7,610.00 |
250.0000 250.0000 |
197.7383 |
| 304-04-D | Lime Treatment (Type D) (300 mm Thick) | sq m | QTR: YTD: |
1 1 |
2,013.0000 2,013.0000 |
8,052.00 8,052.00 |
4.0000 4.0000 |
1.6586 |
| 304-05 | Lime Treatment (Type E) | Mg | QTR: YTD: |
1 4 |
170.5600 2,660.8000 |
17,056.00 213,515.40 |
100.0000 80.2448 |
193.2908 |
| 401-01 | Aggregate Surface Course (Net Section) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
175.0000 |
| 401-02 | Aggregate Surface Course (Adjusted Vehicular Measurement) | cu m | QTR: YTD: |
2 5 |
10.0000 161.0000 |
1,990.00 18,740.00 |
199.0000 116.3975 |
101.5094 |
| 402-01 | Traffic Maintenance Aggregate (Vehicular Measurement) | cu m | QTR: YTD: |
3 6 |
1,155.6000 2,105.6000 |
49,810.00 101,310.00 |
43.1031 48.1146 |
10.9386 |
| 403-01 | Aggregate Roadway Surfacing (Vehicular Measurement) | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
130.0000 |
| 502-01 | Superpave Asphaltic Concrete | Mg | QTR: YTD: |
4 7 |
2,403.8000 39,928.0000 |
678,941.00 3,697,235.20 |
282.4449 92.5976 |
156.4036 |
| 502-01-A | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | Mg | QTR: YTD: |
1 4 |
47.6000 6,561.9000 |
11,424.00 711,603.00 |
240.0000 108.4447 |
200.9753 |
| 509-01 | Cold Planing Asphaltic Pavement | sq m | QTR: YTD: |
2 3 |
4,154.0000 9,538.0000 |
46,370.00 62,522.00 |
11.1627 6.5550 |
4.3490 |
| 509-02 | Contractor Retained Reclaimed Asphaltic Pavement | cu m | QTR: YTD: |
1 2 |
-6.0000 -141.0000 |
6.00- 19.50- |
1.0000 .1383 |
.3259 |
| 510-01-B | Pavement Patching (300 mm Minimum Thickness) | sq m | QTR: YTD: |
0 1 |
0.0000 100.0000 |
.00 15,000.00 |
.0000 150.0000 |
234.5679 |
| 510-02 | Pavement Widening | sq m | QTR: YTD: |
2 2 |
136.3000 136.3000 |
16,266.50 16,266.50 |
119.3434 119.3434 |
62.0000 |
| 601-01-G | Portland Cement Concrete Pavement (200 mm Thick) | sq m | QTR: YTD: |
1 1 |
27,221.7000 27,221.7000 |
1,306,641.60 1,306,641.60 |
48.0000 48.0000 |
53.0000 |
| 601-01-K | Portland Cement Concrete Pavement (250 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
73.8146 |
| 601-02-G | Portland Cement Concrete Pavement (200 mm Thick)(Crossovers & Turnouts) | sq m | QTR: YTD: |
1 1 |
4,287.7000 4,287.7000 |
411,619.20 411,619.20 |
96.0000 96.0000 |
100.0000 |
| 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 |
95.7621 |
| 601-04 | Portland Cement Concrete Pavement Coring | ea | QTR: YTD: |
2 2 |
42.0000 42.0000 |
6,700.00 6,700.00 |
159.5238 159.5238 |
100.0000 |
| 602-05 | Full Depth Patching of Jointed Concrete Pavement | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
400.0000 |
| 602-08 | Grinding Concrete Pavement | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 701-01-G | Cross Drain Pipe (450 mm RCP/PCP) | ln m | QTR: YTD: |
0 1 |
0.0000 93.9000 |
.00 16,902.00 |
.0000 180.0000 |
200.0000 |
| 701-01-I | Cross Drain Pipe (600 mm RCP/PCP) | ln m | QTR: YTD: |
0 2 |
0.0000 89.9000 |
.00 27,500.00 |
.0000 305.8954 |
237.2886 |
| 701-01-K | Cross Drain Pipe (750 mm RCP/PCP) | ln m | QTR: YTD: |
0 1 |
0.0000 231.6000 |
.00 70,638.00 |
.0000 305.0000 |
300.0000 |
| 701-01-M | Cross Drain Pipe (900 mm RCP/PCP) | ln m | QTR: YTD: |
0 1 |
0.0000 355.3000 |
.00 149,226.00 |
.0000 420.0000 |
500.0000 |
| 701-01-N | Cross Drain Pipe (1050 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
315.0000 |
| 701-01-O | Cross Drain Pipe (1200 mm RCP/PCP) | ln m | QTR: YTD: |
0 1 |
0.0000 60.4000 |
.00 41,072.00 |
.0000 680.0000 |
600.0000 |
| 701-01-P | Cross Drain Pipe (1350 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
779.7619 |
| 701-01-Q | Cross Drain Pipe (1500 mm RCP/PCP) | ln m | QTR: YTD: |
0 1 |
0.0000 114.6000 |
.00 95,691.00 |
.0000 835.0000 |
845.0000 |
| 701-01-S | Cross Drain Pipe (1800 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
770.0000 |
| 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 |
125.0000 |
| 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-F | Cross Drain Pipe Arch (900 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 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 |
355.0000 |
| 701-02-H | Cross Drain Pipe Arch (1200 mm Equiv. RCPA) | ln m | QTR: YTD: |
0 1 |
0.0000 16.5000 |
.00 14,850.00 |
.0000 900.0000 |
447.0000 |
| 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 |
500.0000 |
| 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 |
1,168.0000 |
| 701-03-F | Storm Drain Pipe (375 mm RCP/PCP) | ln m | QTR: YTD: |
2 3 |
2,957.5000 3,026.8000 |
359,417.50 376,742.50 |
121.5275 124.4689 |
113.8673 |
| 701-03-F/G-01 | Storm Drain Pipe (375 mm PCP or 450 mm CMP)(Outfall) | ln m | QTR: YTD: |
1 1 |
45.0000 45.0000 |
6,750.00 6,750.00 |
150.0000 150.0000 |
.0000 |
| 701-03-G | Storm Drain Pipe (450 mm RCP/PCP) | ln m | QTR: YTD: |
2 2 |
478.9000 478.9000 |
65,307.00 65,307.00 |
136.3688 136.3688 |
132.5433 |
| 701-03-G/I-01 | Storm Drain Pipe (450 mm PCP or 600 mm CMP)(Outfall) | ln m | QTR: YTD: |
1 1 |
75.0000 75.0000 |
13,500.00 13,500.00 |
180.0000 180.0000 |
.0000 |
| 701-03-I | Storm Drain Pipe (600 mm RCP/PCP) | ln m | QTR: YTD: |
2 2 |
392.2000 392.2000 |
70,710.00 70,710.00 |
180.2907 180.2907 |
188.2446 |
| 701-03-I/K-01 | Storm Drain Pipe (600 mm PCP or 750 mm CMP)(Outfall) | ln m | QTR: YTD: |
1 1 |
42.0000 42.0000 |
13,650.00 13,650.00 |
325.0000 325.0000 |
.0000 |
| 701-03-K | Storm Drain Pipe (750 mm RCP/PCP) | ln m | QTR: YTD: |
2 2 |
67.4000 67.4000 |
18,187.50 18,187.50 |
269.8442 269.8442 |
246.7385 |
| 701-03-K/M-01 | Storm Drain Pipe (750 mm PCP or 900 mm CMP)(Outfall) | ln m | QTR: YTD: |
1 1 |
41.5000 41.5000 |
11,827.50 11,827.50 |
285.0000 285.0000 |
.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 |
297.3192 |
| 701-03-M/N-01 | Storm Drain Pipe (900 mm PCP or 1050 mm CMP)(Outfall) | ln m | QTR: YTD: |
1 1 |
9.5000 9.5000 |
3,135.00 3,135.00 |
330.0000 330.0000 |
.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 |
424.7569 |
| 701-03-O | Storm Drain Pipe (1200 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
587.2194 |
| 701-03-P | Storm Drain Pipe (1350 mm RCP/PCP) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
785.0000 |
| 701-03-Q | Storm Drain Pipe (1500 mm RCP/PCP) | ln m | QTR: YTD: |
1 1 |
77.8000 77.8000 |
61,462.00 61,462.00 |
790.0000 790.0000 |
.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 |
265.0000 |
| 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 |
600.0000 |
| 701-05-F | Side Drain Pipe (375 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 701-05-G | Side Drain Pipe (450 mm) | ln m | QTR: YTD: |
1 3 |
7.9000 198.4000 |
1,777.50 36,360.00 |
225.0000 183.2661 |
110.8103 |
| 701-05-I | Side Drain Pipe (600 mm) | ln m | QTR: YTD: |
1 2 |
44.0000 79.6000 |
15,400.00 22,164.00 |
350.0000 278.4422 |
164.4008 |
| 701-05-K | Side Drain Pipe (750 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 701-05-M | Side Drain Pipe (900 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
301.3411 |
| 701-05-N | Side Drain Pipe (1050 mm) | ln m | QTR: YTD: |
0 1 |
0.0000 9.1000 |
.00 2,366.00 |
.0000 260.0000 |
320.0000 |
| 701-05-P | Side Drain Pipe (1350 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
435.0000 |
| 701-05-Q | Side Drain Pipe (1500 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,375.0000 |
| 701-09 | Fabricating Pipe Fittings | ea | QTR: YTD: |
2 3 |
6.0000 14.0000 |
6,000.00 16,800.00 |
1,000.0000 1,200.0000 |
2,000.0000 |
| 701-10-I | Reinforced Concrete Pipe (Extension)(600 mm) | ln m | QTR: YTD: |
1 1 |
2.0000 2.0000 |
740.00 740.00 |
370.0000 370.0000 |
.0000 |
| 701-14 | Cleaning Existing Pipes | ln m | QTR: YTD: |
1 2 |
18.0000 415.0000 |
2,250.00 16,145.00 |
125.0000 38.9036 |
.0000 |
| 701-15 | Concrete Collar | ea | QTR: YTD: |
1 1 |
2.0000 2.0000 |
1,400.00 1,400.00 |
700.0000 700.0000 |
700.0000 |
| 702-02-A | Manholes (Mh-06) | ea | QTR: YTD: |
1 1 |
2.0000 2.0000 |
11,000.00 11,000.00 |
5,500.0000 5,500.0000 |
.0000 |
| 702-02-B | Manholes (R-CB-11) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,700.0000 |
| 702-02-F | Manholes (Mh-01) | ea | QTR: YTD: |
1 2 |
11.0000 12.0000 |
60,500.00 64,100.00 |
5,500.0000 5,341.6667 |
3,210.0000 |
| 702-03-A | Catch Basins (CB-01) | ea | QTR: YTD: |
3 4 |
52.0000 75.0000 |
212,000.00 262,600.00 |
4,076.9231 3,501.3333 |
2,785.0877 |
| 702-03-B | Catch Basins (CB-02) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,685.7142 |
| 702-03-C | Catch Basins (CB-06) | ea | QTR: YTD: |
2 2 |
103.0000 103.0000 |
463,000.00 463,000.00 |
4,495.1456 4,495.1456 |
3,327.8846 |
| 702-03-D | Catch Basins (CB-07) | ea | QTR: YTD: |
1 1 |
34.0000 34.0000 |
166,600.00 166,600.00 |
4,900.0000 4,900.0000 |
6,000.0000 |
| 702-03-F | Catch Basins (CB-08) | ea | QTR: YTD: |
2 2 |
19.0000 19.0000 |
136,000.00 136,000.00 |
7,157.8947 7,157.8947 |
6,000.0000 |
| 702-03-G | Catch Basins (CB-09) | ea | QTR: YTD: |
1 1 |
1.0000 1.0000 |
6,000.00 6,000.00 |
6,000.0000 6,000.0000 |
.0000 |
| 702-04 | Adjusting | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,000.0000 |
| 702-04-A | Adjusting Manholes | ea | QTR: YTD: |
2 2 |
12.0000 12.0000 |
16,700.00 16,700.00 |
1,391.6667 1,391.6667 |
1,125.0000 |
| 702-04-B | Adjusting Catch Basins | ea | QTR: YTD: |
2 2 |
2.0000 2.0000 |
7,300.00 7,300.00 |
3,650.0000 3,650.0000 |
.0000 |
| 702-07-A | Cross Drain Safety end (Type 1) | ea | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 11,100.00 |
.0000 5,550.0000 |
6,290.0000 |
| 702-07-B | Cross Drain Safety end (Type 2) | ea | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 4,500.00 |
.0000 2,250.0000 |
4,600.0000 |
| 702-08-A | Side Drain Safety end (Type 1) | ea | QTR: YTD: |
0 1 |
0.0000 7.0000 |
.00 14,000.00 |
.0000 2,000.0000 |
2,850.0000 |
| 703-01 | Shoulder Underdrain Systems | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 703-03 | Perforated Pipe Underdrains | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
30.0000 |
| 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 |
400.0000 |
| 704-03 | Blocked Out Guard Rail | ln m | QTR: YTD: |
1 4 |
20.9500 1,489.2800 |
2,095.00 97,536.45 |
100.0000 65.4924 |
72.9920 |
| 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 |
175.0000 |
| 704-08-B | Guard Rail Transitions (Double Thrie Beam) | ln m | QTR: YTD: |
2 5 |
53.3400 327.6600 |
11,772.90 60,998.10 |
220.7143 186.1628 |
209.0857 |
| 704-09 | Guard Rail Anchor Sections (Turndown) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
120.0000 |
| 704-11-A | Guard Rail end Treatment (Flared) | ea | QTR: YTD: |
2 4 |
7.0000 31.0000 |
17,800.00 75,400.00 |
2,542.8571 2,432.2581 |
2,409.0588 |
| 704-11-B | Guard Rail end Treatment (Tangent) | ea | QTR: YTD: |
0 1 |
0.0000 4.0000 |
.00 11,000.00 |
.0000 2,750.0000 |
2,560.0000 |
| 705-01 | Barbed Wire Fence | ln m | QTR: YTD: |
1 1 |
50.0000 50.0000 |
2,250.00 2,250.00 |
45.0000 45.0000 |
15.8526 |
| 705-02 | Combination Mesh & Barbed Wire Fence | ln m | QTR: YTD: |
0 1 |
0.0000 653.0000 |
.00 13,713.00 |
.0000 21.0000 |
16.5000 |
| 705-04 | Single Swinging Driveway Gates | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
450.0000 |
| 705-05 | Double Swinging Driveway Gates | dbgt | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 705-06-A | Chain Link Fence (1200 mm Height) | ln m | QTR: YTD: |
0 1 |
0.0000 94.0000 |
.00 6,580.00 |
.0000 70.0000 |
40.8441 |
| 705-06-B | Chain Link Fence (1500 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
63.4593 |
| 705-06-C | Chain Link Fence (1800 mm Height) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
52.0000 |
| 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 |
| 705-08-A | -Meter Double Gates For Chain Link Fence (1200mm Height) | dbgt | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 550.00 |
.0000 550.0000 |
942.5000 |
| 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 |
900.0000 |
| 705-09 | Rebuilt Fence | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
54.6551 |
| 706-01-A | Concrete Walk (100 mm Thick) | sq m | QTR: YTD: |
2 2 |
6,086.6000 6,086.6000 |
276,735.00 276,735.00 |
45.4663 45.4663 |
50.1062 |
| 706-02-A | Concrete Drive (100 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
30.0000 |
| 706-02-C | Concrete Drive (150 mm Thick) | sq m | QTR: YTD: |
2 2 |
4,585.4000 4,585.4000 |
276,812.00 276,812.00 |
60.3681 60.3681 |
66.6497 |
| 706-03-A | Incidental Concrete Paving (100 mm Thick) | sq m | QTR: YTD: |
0 1 |
0.0000 172.5000 |
.00 9,487.50 |
.0000 55.0000 |
100.0000 |
| 706-03-C | Incidental Concrete Paving (150 mm Thick) | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
60.0000 |
| 706-04 | Handicapped Curb Ramps | ea | QTR: YTD: |
2 2 |
23.0000 23.0000 |
15,200.00 15,200.00 |
660.8696 660.8696 |
.0000 |
| 707-01 | Concrete Curb | ln m | QTR: YTD: |
1 1 |
7,011.0000 7,011.0000 |
59,593.50 59,593.50 |
8.5000 8.5000 |
5.0000 |
| 707-03 | Combination Concrete Curb & Gutter | ln m | QTR: YTD: |
2 2 |
1,200.3000 1,200.3000 |
112,885.60 112,885.60 |
94.0478 94.0478 |
57.6801 |
| 708-01 | Right-Of-Way Monument | ea | QTR: YTD: |
0 3 |
0.0000 83.0000 |
.00 20,350.00 |
.0000 245.1807 |
171.0053 |
| 708-02 | Right-Of-Way Monument Witness Post | ea | QTR: YTD: |
0 3 |
0.0000 83.0000 |
.00 17,310.00 |
.0000 208.5542 |
55.8377 |
| 711-01-B | Riprap (5 kg, ) | sq m | QTR: YTD: |
1 1 |
48.0000 48.0000 |
3,840.00 3,840.00 |
80.0000 80.0000 |
.0000 |
| 711-01-C | Riprap (15 kg, ) | sq m | QTR: YTD: |
1 3 |
356.0000 748.0000 |
28,480.00 61,890.00 |
80.0000 82.7406 |
60.9345 |
| 711-01-D | Riprap (25 kg, ) | sq m | QTR: YTD: |
3 4 |
1,812.0000 4,587.0000 |
151,350.00 362,250.00 |
83.5265 78.9732 |
73.9340 |
| 711-04 | Geotextile Fabric | sq m | QTR: YTD: |
4 6 |
2,341.0000 5,508.0000 |
10,136.50 17,034.50 |
4.3300 3.0927 |
2.4175 |
| 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 |
150.0000 |
| 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 |
80.0000 |
| 712-03 | Stone Revetment | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
85.0000 |
| 712-04 | Flexible Revetment | sq m | QTR: YTD: |
1 3 |
584.0000 2,130.0000 |
46,720.00 189,300.00 |
80.0000 88.8732 |
79.9440 |
| 713-02-A | Temporary Pavement Markings (100mm Width) | ln m | QTR: YTD: |
1 2 |
2,561.0000 5,914.0000 |
2,176.85 8,882.85 |
.8500 1.5020 |
1.0000 |
| 713-02-E | Temporary Pavement Markings (600mm Width) | ln m | QTR: YTD: |
1 1 |
58.0000 58.0000 |
232.00 232.00 |
4.0000 4.0000 |
.0000 |
| 713-03-A | Temporary Pavement Markings (Broken Line)(100 mm Width)(1.2 m Length) | kl | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
512.1359 |
| 713-03-B | Temporary Pavement Markings (Broken Line)(100mm Width)(3.0M Length) | kl | QTR: YTD: |
0 2 |
0.0000 1.8800 |
.00 466.00 |
.0000 247.8723 |
410.4818 |
| 713-03-B-01 | Temporary Pvmt Markings (Broken Line)(100mm W)(3.0M L)(Type 1 Removable) | kl | QTR: YTD: |
1 1 |
1.0000 1.0000 |
1,800.00 1,800.00 |
1,800.0000 1,800.0000 |
.0000 |
| 713-04-A | Temporary Pavement Markings (Solid Line)(100 mm Width) | km | QTR: YTD: |
0 2 |
0.0000 8.2640 |
.00 3,665.60 |
.0000 443.5624 |
578.9846 |
| 713-04-A-01 | Temporary Pvmt. Markings (Solid Line)(100 mm W)(Type I Removable) | km | QTR: YTD: |
1 1 |
7.2000 7.2000 |
39,600.00 39,600.00 |
5,500.0000 5,500.0000 |
15,000.0000 |
| 713-05-A | Temporary Pavement Legends & Symbols (Arrow) | ea | QTR: YTD: |
1 1 |
8.0000 8.0000 |
600.00 600.00 |
75.0000 75.0000 |
.0000 |
| 713-06 | Temporary Reflectorized Raised Pavement Markers | ea | QTR: YTD: |
0 1 |
0.0000 150.0000 |
.00 525.00 |
.0000 3.5000 |
5.0000 |
| 713-07 | Temporary Precast Concrete Barrier (Contractor Furnished) | ea | QTR: YTD: |
2 3 |
29.0000 232.0000 |
35,900.00 186,120.00 |
1,237.9310 802.2414 |
.0000 |
| 713-08 | Temporary Precast Concrete Barrier (Department Furnished) | ea | QTR: YTD: |
0 1 |
0.0000 105.0000 |
.00 52,500.00 |
.0000 500.0000 |
173.2327 |
| 713-10 | Temporary Precast Concrete Barrier Movement | ea | QTR: YTD: |
0 1 |
0.0000 203.0000 |
.00 6,090.00 |
.0000 30.0000 |
.0000 |
| 716-01-A | Mulch (Vegetative) | kg | QTR: YTD: |
5 7 |
30,227.0000 178,738.0000 |
33,022.25 114,079.05 |
1.0925 .6382 |
.5558 |
| 717-01 | Seeding | kg | QTR: YTD: |
5 7 |
504.0000 1,742.0000 |
11,041.00 36,734.60 |
21.9067 21.0876 |
16.7450 |
| 718-01 | Fertilizer | kg | QTR: YTD: |
5 7 |
16,377.0000 156,515.0000 |
18,105.25 108,989.35 |
1.1055 .6964 |
1.0983 |
| 718-02 | Agricultural Lime | Mg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
135.0000 |
| 720-01-A | Erosion Control System, Slope Protection (Type A) | sq m | QTR: YTD: |
1 2 |
3,400.0000 12,000.0000 |
5,440.00 18,340.00 |
1.6000 1.5283 |
1.3616 |
| 720-01-C | Erosion Control System, Flexible Channel Liner (Type C) | sq m | QTR: YTD: |
0 1 |
0.0000 92,989.0000 |
.00 185,978.00 |
.0000 2.0000 |
1.5300 |
| 720-01-D | Erosion Control System, Flexible Channel Liner (Type D) | sq m | QTR: YTD: |
1 1 |
10.0000 10.0000 |
50.00 50.00 |
5.0000 5.0000 |
1.5300 |
| 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 |
1.5300 |
| 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 |
1.5300 |
| 722-01 | Project Site Laboratory | ea | QTR: YTD: |
1 3 |
1.0000 3.0000 |
30,000.00 65,000.00 |
30,000.0000 21,666.6667 |
20,600.0000 |
| 722-02 | Project Site Laboratory (Equipped) | ea | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 85,000.00 |
.0000 85,000.0000 |
20,000.0000 |
| 725-01 | Temporary Detour Roads | sq m | QTR: YTD: |
2 2 |
534.2000 534.2000 |
230,161.00 230,161.00 |
430.8517 430.8517 |
80.0000 |
| 725-02 | Temporary Detour Bridging | ln m | QTR: YTD: |
2 2 |
96.0000 96.0000 |
772,500.00 772,500.00 |
8,046.8750 8,046.8750 |
.0000 |
| 725-03 | Low Profile Runaround | ea | QTR: YTD: |
1 1 |
1.0000 1.0000 |
35,000.00 35,000.00 |
35,000.0000 35,000.0000 |
50,000.0000 |
| 726-01 | Bedding Material | cu m | QTR: YTD: |
3 6 |
635.8000 1,459.8000 |
69,975.50 159,115.50 |
110.0590 108.9982 |
83.1697 |
| 729-01 | Sign (Type A) | sq m | QTR: YTD: |
3 3 |
8.4700 8.4700 |
19,977.10 19,977.10 |
2,358.5714 2,358.5714 |
281.0679 |
| 729-08-A | Mounting (63.5 mm Post) | ea | QTR: YTD: |
1 1 |
1.0000 1.0000 |
250.00 250.00 |
250.0000 250.0000 |
.0000 |
| 729-16-B | Object Marker Assembly (Type 2) | ea | QTR: YTD: |
1 3 |
8.0000 16.0000 |
480.00 1,000.00 |
60.0000 62.5000 |
85.7636 |
| 729-16-C | Object Marker Assembly (Type 3) | ea | QTR: YTD: |
5 8 |
28.0000 99.0000 |
2,504.00 8,084.00 |
89.4286 81.6566 |
99.3319 |
| 729-19-A | Dead end Road Installation (Type A) | ea | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 1,500.00 |
.0000 1,500.0000 |
2,100.0000 |
| 729-19-B | Dead end Road Installation (Type B) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,000.0000 |
| 729-21 | U-Channel Post | ea | QTR: YTD: |
1 1 |
2.0000 2.0000 |
150.00 150.00 |
75.0000 75.0000 |
.0000 |
| 730-04 | Jacking or Bored Casing (Size and Type) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 731-01 | Nonreflectorized Raised Pavement Markers | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.0000 |
| 731-02 | Reflectorized Raised Pavement Markers | ea | QTR: YTD: |
1 4 |
505.0000 2,983.0000 |
4,040.00 17,626.00 |
8.0000 5.9088 |
5.5190 |
| 732-01-A | Plastic Pavement Striping (100 mm Width) | ln m | QTR: YTD: |
1 1 |
2,249.0000 2,249.0000 |
5,622.50 5,622.50 |
2.5000 2.5000 |
.0000 |
| 732-01-C | Plastic Pavement Striping (200 mm Width) | ln m | QTR: YTD: |
2 2 |
375.0000 375.0000 |
1,993.50 1,993.50 |
5.3160 5.3160 |
3.1305 |
| 732-01-D | Plastic Pavement Striping (300 mm Width) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
4.9546 |
| 732-01-E | Plastic Pavement Striping (600 mm Width) | ln m | QTR: YTD: |
2 2 |
466.0000 466.0000 |
7,022.50 7,022.50 |
15.0697 15.0697 |
9.3812 |
| 732-02-A | Plastic Pavement Striping (Solid Line)(100 mm Width) | km | QTR: YTD: |
1 4 |
13.8600 52.3380 |
23,562.00 102,528.70 |
1,700.0000 1,958.9724 |
1,875.3744 |
| 732-02-C | Plastic Pavement Striping (Solid Line)(200 mm Width) | km | QTR: YTD: |
0 1 |
0.0000 0.1000 |
.00 380.00 |
.0000 3,800.0000 |
.0000 |
| 732-02-D | Plastic Pavement Striping (Solid Line)(300 mm Width) | km | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
9,776.9951 |
| 732-02-E | Plastic Pavement Striping (Solid Line)(600 mm Width) | km | QTR: YTD: |
0 1 |
0.0000 0.3410 |
.00 4,603.50 |
.0000 13,500.0000 |
.0000 |
| 732-03-A | Plastic Pavement Striping (Broken Line)(100 mm Width) | km | QTR: YTD: |
0 3 |
0.0000 20.9870 |
.00 10,509.50 |
.0000 500.7624 |
573.6808 |
| 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 |
9,000.0000 |
| 732-04-A | Plastic Pavement Legends & Symbols (Arrow) | ea | QTR: YTD: |
2 3 |
15.0000 19.0000 |
6,750.00 7,550.00 |
450.0000 397.3684 |
200.0000 |
| 732-04-B | Plastic Pavement Legends & Symbols (Double Arrow) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
730.0000 |
| 732-04-C | Plastic Pavement Legends & Symbols (Only) | ea | QTR: YTD: |
2 3 |
7.0000 11.0000 |
2,735.00 3,615.00 |
390.7143 328.6364 |
250.0000 |
| 732-04-D | Plastic Pavement Legends & Symbols (RR Crossing) | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
470.0000 |
| 732-05 | Removal of Existing Markings | km | QTR: YTD: |
0 1 |
0.0000 9.9960 |
.00 38,984.40 |
.0000 3,900.0000 |
4,082.7934 |
| 735-01 | Mailboxes | ea | QTR: YTD: |
1 3 |
59.0000 65.0000 |
590.00 623.50 |
10.0000 9.5923 |
57.6714 |
| 735-02 | Mailbox Supports (Single) | ea | QTR: YTD: |
1 3 |
34.0000 36.0000 |
5,100.00 6,020.00 |
150.0000 167.2222 |
154.2434 |
| 735-03 | Mailbox Supports (Double) | ea | QTR: YTD: |
1 1 |
11.0000 11.0000 |
1,760.00 1,760.00 |
160.0000 160.0000 |
200.0000 |
| 735-04 | Mailbox Supports (Multiple) | ea | QTR: YTD: |
1 2 |
1.0000 2.0000 |
300.00 600.00 |
300.0000 300.0000 |
445.0000 |
| 736-01 | Trenching and Backfilling | ln m | QTR: YTD: |
1 1 |
222.0000 222.0000 |
5,550.00 5,550.00 |
25.0000 25.0000 |
11.1974 |
| 736-03 | Jacked or Bored Conduit (Size and Type) | ln m | QTR: YTD: |
1 1 |
61.0000 61.0000 |
6,100.00 6,100.00 |
100.0000 100.0000 |
.0000 |
| 736-06 | Signal Service | ea | QTR: YTD: |
1 1 |
1.0000 1.0000 |
3,000.00 3,000.00 |
3,000.0000 3,000.0000 |
1,800.0000 |
| 736-08 | Signal Controller | ea | QTR: YTD: |
1 1 |
1.0000 1.0000 |
32,000.00 32,000.00 |
32,000.0000 32,000.0000 |
19,812.5000 |
| 736-09 | Loop Detector | ln m | QTR: YTD: |
1 1 |
61.0000 61.0000 |
3,050.00 3,050.00 |
50.0000 50.0000 |
50.0000 |
| 736-10 | Underground Junction Box | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
570.0000 |
| 736-12 | Conductor (Size and Type) | ln m | QTR: YTD: |
1 1 |
4.0000 4.0000 |
40.00 40.00 |
10.0000 10.0000 |
.0000 |
| 739-01 | Hydro-Seeding | hctr | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 6,000.00 |
.0000 3,000.0000 |
4,126.9767 |
| 741-11 | Adjusting Water Valve and Meter Box | ea | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 742-01 | Sanitary Sewer Pipe ( | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
135.0000 |
| 742-02 | Adjusting Sanitary Sewer House Connections | ea | QTR: YTD: |
1 1 |
5.0000 5.0000 |
9,000.00 9,000.00 |
1,800.0000 1,800.0000 |
531.1111 |
| 742-03 | Adjusting Sanitary Sewer Service Lines | ln m | QTR: YTD: |
1 1 |
270.0000 270.0000 |
25,650.00 25,650.00 |
95.0000 95.0000 |
49.2163 |
| 803-03 | Steel Sheet Pile Wall | sq m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
835.0000 |
| 804-01-B | Precast Concrete Piles (350 mm) | ln m | QTR: YTD: |
3 4 |
2,592.0000 3,376.0000 |
560,250.00 663,738.00 |
216.1458 196.6049 |
171.9588 |
| 804-01-C | Precast Concrete Piles (400 mm) | ln m | QTR: YTD: |
2 4 |
1,214.0000 4,399.3000 |
402,860.00 1,001,685.50 |
331.8451 227.6920 |
142.7421 |
| 804-01-D | Precast Concrete Piles (450 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
228.0000 |
| 804-01-F | Precast Concrete Piles (600 mm) | ln m | QTR: YTD: |
0 1 |
0.0000 2,860.0000 |
.00 715,000.00 |
.0000 250.0000 |
263.0952 |
| 804-05 | Precast Concrete Test Piles | ea | QTR: YTD: |
0 2 |
0.0000 3.0000 |
.00 86,000.00 |
.0000 28,666.6667 |
49,010.0000 |
| 804-09 | Loading Test Piles | ea | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 38,000.00 |
.0000 19,000.0000 |
4,860.0000 |
| 804-10 | Reloading Test Piles | ea | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 2,000.00 |
.0000 1,000.0000 |
831.0000 |
| 804-11 | Redriving Test Piles | ea | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 3,100.00 |
.0000 1,550.0000 |
2,990.0000 |
| 804-12 | Loading Permanent Piles | ea | QTR: YTD: |
5 8 |
7.0000 15.0000 |
41,500.00 71,604.00 |
5,928.5714 4,773.6000 |
6,254.8888 |
| 804-17 | Dynamic Monitoring | ea | QTR: YTD: |
0 2 |
0.0000 37.0000 |
.00 18,450.00 |
.0000 498.6486 |
985.5263 |
| 805-01 | Class a Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
945.0000 |
| 805-01-B | Class a Concrete (Box Culvert Headwalls) | cu m | QTR: YTD: |
2 5 |
103.6700 219.8700 |
111,106.00 305,822.00 |
1,071.7276 1,390.9219 |
1,075.4710 |
| 805-01-C | Class a Concrete (Retaining Walls) | cu m | QTR: YTD: |
1 1 |
10.8700 10.8700 |
17,392.00 17,392.00 |
1,600.0000 1,600.0000 |
1,300.0000 |
| 805-01-F | Class a Concrete (Bents) | cu m | QTR: YTD: |
2 5 |
117.0800 672.2700 |
180,386.00 658,062.10 |
1,540.7072 978.8658 |
1,006.2487 |
| 805-03 | Class Aa Concrete | cu m | QTR: YTD: |
2 5 |
482.2400 2,949.2300 |
483,100.00 2,524,295.50 |
1,001.7833 855.9168 |
846.9165 |
| 805-04 | Class Aa(M) Concrete | cu m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,020.0000 |
| 805-08-B | Precast-Prestressed Concrete Girders (Type II) | ln m | QTR: YTD: |
0 1 |
0.0000 757.5000 |
.00 174,225.00 |
.0000 230.0000 |
341.0000 |
| 805-08-C | Precast-Prestressed Concrete Girders (Type III) | ln m | QTR: YTD: |
0 1 |
0.0000 1,876.5000 |
.00 534,802.50 |
.0000 285.0000 |
270.0000 |
| 805-11 | Strip Seal Joints | ln m | QTR: YTD: |
0 1 |
0.0000 144.0000 |
.00 50,400.00 |
.0000 350.0000 |
524.8970 |
| 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 |
810.0000 |
| 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 |
1,000.0000 |
| 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 |
727.0000 |
| 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 |
925.0000 |
| 805-12-H | Reinforced Concrete Box Culverts (2100 mm X 1200 mm) | ln m | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,080.0000 |
| 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 |
1,450.0000 |
| 805-12-L | Reinforced Concrete Box Culverts (2400 mm X 1500 mm) | ln m | QTR: YTD: |
0 1 |
0.0000 107.2000 |
.00 268,000.00 |
.0000 2,500.0000 |
1,390.0000 |
| 805-12-M | Reinforced Concrete Box Culverts (1800 mm X 1800 mm) | ln m | QTR: YTD: |
2 4 |
127.1000 263.9200 |
258,780.00 526,420.00 |
2,036.0346 1,994.6196 |
.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 |
2,061.9507 |
| 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 |
2,163.6251 |
| 805-12-V | Reinforced Concrete Box Culverts (2700 mm X 2700 mm) | ln m | QTR: YTD: |
1 1 |
62.1000 62.1000 |
186,300.00 186,300.00 |
3,000.0000 3,000.0000 |
4,000.0000 |
| 805-12-X | Reinforced Concrete Box Culverts (3000 mm X 3000 mm) | ln m | QTR: YTD: |
0 1 |
0.0000 142.0000 |
.00 426,000.00 |
.0000 3,000.0000 |
3,700.0000 |
| 806-01 | Deformed Reinforcing Steel | kg | QTR: YTD: |
3 6 |
69,048.0000 436,217.0000 |
144,655.50 848,557.75 |
2.0950 1.9453 |
2.7796 |
| 806-02 | Deformed Reinforcing Steel (Epoxy Coated) | kg | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.0800 |
| 810-01 | Concrete Railing (Type) | ln m | QTR: YTD: |
2 5 |
277.9000 1,825.1000 |
54,263.00 342,626.20 |
195.2609 187.7301 |
174.2134 |
| 810-03 | Pipe Railing | ln m | QTR: YTD: |
1 1 |
60.0000 60.0000 |
57,000.00 57,000.00 |
950.0000 950.0000 |
.0000 |
| 810-04 | Steel & Concrete Railing | ln m | QTR: YTD: |
1 1 |
60.0000 60.0000 |
36,000.00 36,000.00 |
600.0000 600.0000 |
.0000 |
| 813-01 | Concrete Approach Slabs | sq m | QTR: YTD: |
2 5 |
1,036.8000 2,649.6000 |
272,484.00 689,148.00 |
262.8125 260.0951 |
251.4985 |