Bid Item Weighted Unit Prices
| Units: English | 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 | Removal of | EACH | QTR: YTD: |
1 3 |
1.0000 11.0000 |
3,000.00 8,050.00 |
3,000.0000 731.8182 |
736.9565 |
| 202-02-C | Removal of Portland Cement Concrete Pavement | SQYD | QTR: YTD: |
6 11 |
55,573.0000 77,493.0000 |
442,703.00 754,517.00 |
7.9662 9.7366 |
6.4124 |
| 202-02-D | Removal of Concrete Walks & Drives | SQYD | QTR: YTD: |
12 35 |
21,285.0000 34,757.0000 |
175,726.75 386,203.35 |
8.2559 11.1115 |
11.6917 |
| 202-02-E | Removal of Concrete Curbs | LNFT | QTR: YTD: |
2 9 |
3,145.0000 8,113.8000 |
28,900.00 66,500.40 |
9.1892 8.1960 |
7.5478 |
| 202-02-F | Removal of Concrete Combination Curb & Gutter | LNFT | QTR: YTD: |
5 7 |
5,348.5000 8,263.9000 |
36,576.50 77,126.30 |
6.8386 9.3329 |
12.5037 |
| 202-02-G | Removal of Surfacing & Stabilized Base | SQYD | QTR: YTD: |
12 26 |
106,852.9000 179,903.7000 |
581,608.35 917,301.26 |
5.4431 5.0988 |
5.1084 |
| 202-02-H | Removal of Guard Rail | LNFT | QTR: YTD: |
4 12 |
12,530.0000 20,808.0000 |
76,170.00 148,795.00 |
6.0790 7.1509 |
7.1707 |
| 202-03 | Relocation of | EACH | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 2,000.00 |
.0000 1,000.0000 |
250.0000 |
| 203-01 | General Excavation | CUYD | QTR: YTD: |
11 22 |
136,733.0000 1,106,443.0000 |
1,088,957.20 3,335,805.95 |
7.9641 3.0149 |
3.5067 |
| 203-02 | Drainage Excavation | CUYD | QTR: YTD: |
3 7 |
2,352.0000 11,388.0000 |
40,556.00 143,381.60 |
17.2432 12.5906 |
12.0071 |
| 203-03 | Embankment | CUYD | QTR: YTD: |
8 13 |
119,310.0000 509,851.0000 |
1,987,327.50 3,369,316.65 |
16.6568 6.6084 |
5.8118 |
| 203-04 | Nonplastic Embankment | CUYD | QTR: YTD: |
4 5 |
8,501.0000 10,001.0000 |
188,457.00 203,457.00 |
22.1688 20.3437 |
30.9303 |
| 203-06 | Excavation & Embankment | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
8.5000 |
| 203-07 | Borrow (Vehicular Measurement) | CUYD | QTR: YTD: |
2 16 |
7,781.0000 59,866.0000 |
170,437.00 1,089,419.00 |
21.9043 18.1976 |
18.0198 |
| 203-07-A | Borrow (Vehicular Meas.)(Selected Soils) | CUYD | QTR: YTD: |
0 5 |
0.0000 6,015.0000 |
.00 59,860.00 |
.0000 9.9518 |
10.7247 |
| 203-07-B | Borrow (Vehicular Meas.)(Plastic Soils) | CUYD | QTR: YTD: |
0 3 |
0.0000 14,900.0000 |
.00 139,100.00 |
.0000 9.3356 |
10.3081 |
| 203-08 | Geotextile Fabric | SQYD | QTR: YTD: |
6 7 |
126,724.0000 147,304.0000 |
332,356.50 352,936.50 |
2.6227 2.3960 |
2.5810 |
| 204-01 | Temporary Sandbagging | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 204-02 | Temporary Hay or Straw Bales | EACH | QTR: YTD: |
13 26 |
4,588.0000 5,743.0000 |
65,178.50 85,129.00 |
14.2063 14.8231 |
13.2681 |
| 204-03 | Temporary Slope Drains | LNFT | QTR: YTD: |
6 8 |
1,179.0000 1,319.0000 |
11,856.00 13,601.00 |
10.0560 10.3116 |
15.8325 |
| 204-04 | Temporary Sediment Basins | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,833.3333 |
| 204-05-A | Temporary Sediment Check Dams (Hay) | EACH | QTR: YTD: |
10 27 |
357.0000 960.0000 |
67,970.00 147,121.50 |
190.3922 153.2516 |
131.0606 |
| 204-05-B | Temporary Sediment Check Dams (Stone) | EACH | QTR: YTD: |
1 3 |
2.0000 43.0000 |
630.00 24,690.00 |
315.0000 574.1860 |
686.8472 |
| 204-06 | Temporary Silt Fencing | LNFT | QTR: YTD: |
19 49 |
74,881.0000 270,398.0000 |
184,891.20 519,154.90 |
2.4691 1.9200 |
1.9460 |
| 204-07 | Temporary Stone Construction Entrance | EACH | QTR: YTD: |
2 4 |
4.0000 8.0000 |
17,400.00 28,700.00 |
4,350.0000 3,587.5000 |
3,272.7761 |
| 302-01 | Class II Base Course | CUYD | QTR: YTD: |
7 9 |
2,893.9000 3,614.7000 |
344,982.50 458,459.00 |
119.2102 126.8318 |
84.9768 |
| 302-02-A | Class II Base Course (4" Thick) | SQYD | QTR: YTD: |
1 2 |
7,153.8000 9,482.8000 |
178,845.00 204,464.00 |
25.0000 21.5616 |
12.9159 |
| 302-02-B | Class II Base Course (6" Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 7,390.4000 |
.00 203,236.00 |
.0000 27.5000 |
17.4399 |
| 302-02-C | Class II Base Course (8" Thick) | SQYD | QTR: YTD: |
4 8 |
52,761.9000 75,590.5000 |
924,870.80 1,402,108.70 |
17.5291 18.5487 |
29.6703 |
| 302-02-D | Class II Base Course (8 1/2" Thick) | SQYD | QTR: YTD: |
1 5 |
4,038.7000 41,009.0000 |
92,890.10 947,114.40 |
23.0000 23.0953 |
18.7530 |
| 302-02-E | Class II Base Course (10" Thick) | SQYD | QTR: YTD: |
1 1 |
9,815.3000 9,815.3000 |
214,464.31 214,464.31 |
21.8500 21.8500 |
25.1346 |
| 302-02-F | Class II Base Course (12" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
34.9349 |
| 303-01-B | In-Place Cement Stabilized Base Course (8 1/2" Thick) | SQYD | QTR: YTD: |
0 3 |
0.0000 136,628.0000 |
.00 820,924.55 |
.0000 6.0085 |
7.4117 |
| 303-01-C | In-Place Cement Stabilized Base Course (10" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
10.2500 |
| 303-01-D | In-Place Cement Stabilized Base Course (12" Thick) | SQYD | QTR: YTD: |
1 1 |
14,444.0000 14,444.0000 |
72,220.00 72,220.00 |
5.0000 5.0000 |
17.5000 |
| 303-02 | Removal of Existing Patches | SQYD | QTR: YTD: |
0 4 |
0.0000 1,850.0000 |
.00 17,350.00 |
.0000 9.3784 |
7.1436 |
| 304-01 | Lime | TON | QTR: YTD: |
4 6 |
816.4000 1,981.8000 |
133,409.50 134,574.90 |
163.4119 67.9054 |
146.3151 |
| 304-03-B | Lime Treatment (Type C) (8 1/2" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.8568 |
| 304-03-D | Lime Treatment (Type C) (12" Thick) | SQYD | QTR: YTD: |
1 1 |
61,361.0000 61,361.0000 |
306,805.00 306,805.00 |
5.0000 5.0000 |
4.0291 |
| 304-04-B | Lime Treatment (Type D) (8 1/2" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.0100 |
| 304-04-D | Lime Treatment (Type D) (12" Thick) | SQYD | QTR: YTD: |
4 5 |
57,632.0000 141,084.0000 |
72,032.00 80,377.20 |
1.2499 .5697 |
1.2305 |
| 304-05 | Lime Treatment (Type E) | TON | QTR: YTD: |
3 7 |
462.7000 1,109.5600 |
159,867.90 263,146.90 |
345.5109 237.1633 |
273.5460 |
| 305-01 | Subgrade Layer ( " Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 19,876.0000 |
.00 198,760.00 |
.0000 10.0000 |
.0000 |
| 305-01-B | Subgrade Layer (8" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.9208 |
| 305-01-D | Subgrade Layer (12" Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 190,837.0000 |
.00 1,889,286.30 |
.0000 9.9000 |
7.2963 |
| 306-02 | Scarifying and Compacting Roadbed ( " Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 1,360.0000 |
.00 4,080.00 |
.0000 3.0000 |
.0000 |
| 401-01 | Aggregate Surface Course (Net Section) | CUYD | QTR: YTD: |
2 3 |
658.3000 826.4000 |
47,736.00 64,546.00 |
72.5141 78.1050 |
76.2221 |
| 401-02 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | QTR: YTD: |
9 25 |
1,862.0000 8,017.0000 |
113,492.00 435,080.00 |
60.9517 54.2697 |
46.3343 |
| 402-01 | Traffic Maintenance Aggregate (Vehicular Measurement) | CUYD | QTR: YTD: |
10 28 |
11,498.0000 18,773.6000 |
411,851.00 713,025.00 |
35.8194 37.9802 |
43.4409 |
| 403-01 | Aggregate Roadway Surfacing (Vehicular Measurement) | CUYD | QTR: YTD: |
0 4 |
0.0000 218.4000 |
.00 20,567.00 |
.0000 94.1712 |
150.9838 |
| 502-01 | Superpave Asphaltic Concrete | TON | QTR: YTD: |
16 50 |
134,916.5000 502,734.5000 |
11,095,311.00 44,756,529.60 |
82.2384 89.0262 |
94.1627 |
| 502-01-A | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | TON | QTR: YTD: |
12 40 |
5,801.2000 30,850.8000 |
900,482.45 3,731,087.70 |
155.2235 120.9397 |
118.1609 |
| 502-03 | Superpave Asphaltic Concrete (___" Thick) | SQYD | QTR: YTD: |
0 2 |
0.0000 1,480.0000 |
.00 67,600.00 |
.0000 45.6757 |
40.2085 |
| 507-01 | Asphaltic Material (Type) | GAL | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.2068 |
| 507-01-A | Asphaltic Material (Crs-2P Emulsion) | GAL | QTR: YTD: |
1 10 |
58,070.0000 441,786.0000 |
180,017.00 1,365,750.53 |
3.1000 3.0914 |
3.1118 |
| 507-02-A | Aggregate (S1) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.5884 |
| 507-02-B | Aggregate (S2) | SQYD | QTR: YTD: |
1 7 |
85,396.0000 710,780.0000 |
68,316.80 595,462.04 |
.8000 .8378 |
.9952 |
| 507-02-C | Aggregate (S3) | SQYD | QTR: YTD: |
1 6 |
85,396.0000 506,427.0000 |
56,361.36 446,810.12 |
.6600 .8823 |
.8623 |
| 508-01 | Asphalt Concrete (Sma) Wearing Course | TON | QTR: YTD: |
0 2 |
0.0000 47,727.8000 |
.00 4,332,356.50 |
.0000 90.7722 |
100.5063 |
| 509-01 | Cold Planing Asphaltic Pavement | SQYD | QTR: YTD: |
7 24 |
405,244.0000 1,213,233.0000 |
782,117.40 2,763,565.75 |
1.9300 2.2779 |
1.8603 |
| 509-02 | Contractor Retained Reclaimed Asphaltic Pavement | CUYD | QTR: YTD: |
5 16 |
-4,089.0000 -37,749.0000 |
661.43- 284,487.67- |
.1618 7.5363 |
2.7245 |
| 510-01 | Pavement Patching | SQYD | QTR: YTD: |
0 2 |
0.0000 612.0000 |
.00 42,840.00 |
.0000 70.0000 |
165.0000 |
| 510-01-A | Pavement Patching (6" Minimum Thickness) | SQYD | QTR: YTD: |
1 2 |
200.0000 1,500.0000 |
10,000.00 68,500.00 |
50.0000 45.6667 |
60.2995 |
| 510-01-B | Pavement Patching (12" Minimum Thickness) | SQYD | QTR: YTD: |
2 16 |
596.0000 28,598.0000 |
77,425.00 2,847,225.00 |
129.9077 99.5603 |
101.7680 |
| 510-02 | Pavement Widening | SQYD | QTR: YTD: |
1 3 |
871.0000 1,735.1000 |
52,260.00 95,095.00 |
60.0000 54.8066 |
81.6068 |
| 510-03 | Pavement Joint Repair | TON | QTR: YTD: |
1 1 |
814.3000 814.3000 |
84,687.20 84,687.20 |
104.0000 104.0000 |
215.0933 |
| 601-01-A | Portland Cement Concrete Pavement (5" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 601-01-C | Portland Cement Concrete Pavement (6" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
76.0000 |
| 601-01-G | Portland Cement Concrete Pavement (8" Thick) | SQYD | QTR: YTD: |
1 2 |
8,279.6000 15,676.7000 |
403,630.50 847,456.50 |
48.7500 54.0583 |
52.2829 |
| 601-01-H | Portland Cement Concrete Pavement (8 1/2" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
39.0000 |
| 601-01-I | Portland Cement Concrete Pavement (9" Thick) | SQYD | QTR: YTD: |
3 6 |
58,783.9000 59,676.0000 |
3,455,056.50 3,513,193.00 |
58.7756 58.8711 |
40.6559 |
| 601-01-K | Portland Cement Concrete Pavement (10" Thick) | SQYD | QTR: YTD: |
3 3 |
25,925.9000 25,925.9000 |
2,027,329.90 2,027,329.90 |
78.1971 78.1971 |
100.8282 |
| 601-01-M | Portland Cement Concrete Pavement (11" Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 129,104.2000 |
.00 5,745,136.90 |
.0000 44.5000 |
46.5466 |
| 601-01-O | Portland Cement Concrete Pavement (12" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
79.6952 |
| 601-01-Q | Portland Cement Concrete Pavement (13" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58.0000 |
| 601-02-G | Portland Cement Concrete Pavement (8" Thick)(Crossovers & Turnouts) | SQYD | QTR: YTD: |
0 1 |
0.0000 1,864.6000 |
.00 121,199.00 |
.0000 65.0000 |
58.3051 |
| 601-02-H | Portland Cement Concrete Pavement (8 1/2" Thick)(Crossovers & Turnouts) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
53.0000 |
| 601-02-I | Portland Cement Concrete Pavement (9" Thick)(Crossovers & Turnouts) | SQYD | QTR: YTD: |
1 1 |
5,368.5000 5,368.5000 |
402,637.50 402,637.50 |
75.0000 75.0000 |
54.9398 |
| 601-02-K | Portland Cement Concrete Pavement (10" Thick)(Crossovers & Turnouts) | SQYD | QTR: YTD: |
1 1 |
2,770.3000 2,770.3000 |
207,772.50 207,772.50 |
75.0000 75.0000 |
60.7606 |
| 601-02-O | Portland Cement Concrete Pavement (12" Thick)(Crossovers & Turnouts) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 601-03-C | Portland Cement Concrete Shoulder (6" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
55.0000 |
| 601-03-D | Portland Cement Concrete Shoulder (6 1/2" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
129.0750 |
| 601-03-G | Portland Cement Concrete Shoulder (8" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 601-03-I | Portland Cement Concrete Shoulder (9" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
80.0000 |
| 601-03-K | Portland Cement Concrete Shoulder (10" Thick) | SQYD | QTR: YTD: |
1 1 |
2,160.5000 2,160.5000 |
131,790.50 131,790.50 |
61.0000 61.0000 |
125.7613 |
| 601-03-Q | Portland Cement Concrete Shoulder (13" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
58.0000 |
| 601-04 | Portland Cement Concrete Pavement Coring | EACH | QTR: YTD: |
8 9 |
258.0000 423.0000 |
29,640.00 47,790.00 |
114.8837 112.9787 |
109.8707 |
| 602-02 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | LNFT | QTR: YTD: |
4 6 |
57,628.0000 94,978.0000 |
242,154.00 308,309.00 |
4.2020 3.2461 |
2.0000 |
| 602-02-A | Cleaning and Resealing Existing Longitudinal Pavement Joints | LNFT | QTR: YTD: |
0 6 |
0.0000 97,969.0000 |
.00 182,592.85 |
.0000 1.8638 |
1.3419 |
| 602-02-B | Cleaning and Resealing Existing Transverse Pavement Joints | LNFT | QTR: YTD: |
0 6 |
0.0000 106,701.0000 |
.00 201,636.45 |
.0000 1.8897 |
1.7124 |
| 602-03 | Cleaning and Sealing Cracks | LNFT | QTR: YTD: |
0 6 |
0.0000 16,560.0000 |
.00 56,930.00 |
.0000 3.4378 |
2.9679 |
| 602-04 | Full Depth Corner Patching of Jointed Concrete Pavement | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
299.0000 |
| 602-05 | Full Depth Patching of Jointed Concrete Pavement | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
166.0000 |
| 602-05-G-01 | Full Depth Patching of Jointed Conc Pvmt (8" Thick)(16.0 Sq Yds & Under) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
202.0480 |
| 602-05-G-02 | Full Depth Patching of Jointed Conc Pvmt (8" Thick)(16.1-48.0 Sq Yds) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
125.0000 |
| 602-05-G-03 | Full Depth Patching of Jointed Conc Pvmt (8" Thick)(48.1 Sq Yds & Over) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
180.0000 |
| 602-05-I-01 | Full Depth Patching of Jointed Conc Pvmt (9" Thick)(16.0 Sq Yds & Under) | SQYD | QTR: YTD: |
0 2 |
0.0000 1,135.0000 |
.00 181,600.00 |
.0000 160.0000 |
162.6942 |
| 602-05-I-02 | Full Depth Patching of Jointed Conc Pvmt (9" Thick)(16.1 - 48.0 Sq Yds) | SQYD | QTR: YTD: |
0 2 |
0.0000 1,040.0000 |
.00 152,300.00 |
.0000 146.4423 |
155.7087 |
| 602-05-I-03 | Full Depth Patching of Jointed Conc Pvmt (9" Thick)(48.1 Sq Yds & Over) | SQYD | QTR: YTD: |
1 3 |
320.0000 4,000.0000 |
40,000.00 496,600.00 |
125.0000 124.1500 |
132.7396 |
| 602-05-K-01 | Full Depth Patching of Jointed Conc Pvmt (10" Thick)(16.0 Sq Yds & Under) | SQYD | QTR: YTD: |
0 1 |
0.0000 80.0000 |
.00 23,200.00 |
.0000 290.0000 |
223.9641 |
| 602-05-K-02 | Full Depth Patching of Jointed Conc Pvmt (10" Thick)(16.1-48.0 Sq Yds) | SQYD | QTR: YTD: |
1 2 |
45.0000 130.0000 |
5,850.00 30,075.00 |
130.0000 231.3462 |
191.3079 |
| 602-05-K-03 | Full Depth Patching of Jointed Conc Pvmt (10" Thick)(48.1 Sq Yds & Over) | SQYD | QTR: YTD: |
1 2 |
80.0000 410.0000 |
10,400.00 96,200.00 |
130.0000 234.6341 |
195.8330 |
| 602-05-S-01 | Full Depth Patching of Jointed Conc Pvmt (14" Thick)(16.0 Sq Yds & Under) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 602-05-S-02 | Full Depth Patching of Jointed Conc Pvmt (14" Thick)(16.1-48.0 Sq Yds) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 602-06 | Partial Depth Patching of Jointed Concrete Pavement | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
258.1300 |
| 602-07 | Patching Continuously Reinforced Concrete Pavement | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
283.8346 |
| 602-08 | Grinding Concrete Pavement | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
11.6949 |
| 602-09 | Grinding Isolated Joints | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
35.0000 |
| 602-10 | Longitudinal Shoulder Joints | LNFT | QTR: YTD: |
0 1 |
0.0000 20,570.0000 |
.00 22,627.00 |
.0000 1.1000 |
1.3549 |
| 602-11 | Removal of Existing Shoulder Underdrain Systems | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.1500 |
| 602-15 | Dowel Bar Retrofit | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.0000 |
| 701-01-G | Cross Drain Pipe (18" RCP/PCP) | LNFT | QTR: YTD: |
0 1 |
0.0000 30.0000 |
.00 2,100.00 |
.0000 70.0000 |
73.4406 |
| 701-01-G/I | Cross Drain Pipe (18" RCP/PCP or 24" CMP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
75.0000 |
| 701-01-I | Cross Drain Pipe (24" RCP/PCP) | LNFT | QTR: YTD: |
4 5 |
768.0000 3,024.0000 |
63,736.00 201,352.00 |
82.9896 66.5847 |
92.7736 |
| 701-01-I/K | Cross Drain Pipe (24" RCP/PCP or 30" CMP) | LNFT | QTR: YTD: |
1 3 |
64.0000 272.0000 |
4,992.00 28,672.00 |
78.0000 105.4118 |
112.1276 |
| 701-01-K | Cross Drain Pipe (30" RCP/PCP) | LNFT | QTR: YTD: |
3 5 |
135.0000 365.0000 |
16,186.00 39,398.00 |
119.8963 107.9397 |
102.8837 |
| 701-01-K/M | Cross Drain Pipe (30" RCP/PCP or 36" CMP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
115.9465 |
| 701-01-M | Cross Drain Pipe (36" RCP/PCP) | LNFT | QTR: YTD: |
1 1 |
120.0000 120.0000 |
21,600.00 21,600.00 |
180.0000 180.0000 |
126.0805 |
| 701-01-M/N | Cross Drain Pipe (36" RCP/PCP or 42" CMP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
72.0000 |
| 701-01-N | Cross Drain Pipe (42" RCP/PCP) | LNFT | QTR: YTD: |
1 3 |
78.0000 492.0000 |
13,650.00 77,995.00 |
175.0000 158.5264 |
191.1741 |
| 701-01-N/O | Cross Drain Pipe (42" RCP/PCP or 48" CMP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
175.0000 |
| 701-01-O | Cross Drain Pipe (48" RCP/PCP) | LNFT | QTR: YTD: |
0 1 |
0.0000 72.0000 |
.00 10,800.00 |
.0000 150.0000 |
190.5842 |
| 701-01-P | Cross Drain Pipe (54" RCP/PCP) | LNFT | QTR: YTD: |
0 2 |
0.0000 134.0000 |
.00 32,325.00 |
.0000 241.2313 |
157.5000 |
| 701-01-P/Q | Cross Drain Pipe (54" RCP/PCP or 60" CMP) | LNFT | QTR: YTD: |
1 2 |
264.0000 528.0000 |
77,088.00 133,848.00 |
292.0000 253.5000 |
.0000 |
| 701-01-Q | Cross Drain Pipe (60" RCP/PCP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
312.5323 |
| 701-01-S | Cross Drain Pipe (72" RCP/PCP) | LNFT | QTR: YTD: |
0 1 |
0.0000 152.0000 |
.00 59,584.00 |
.0000 392.0000 |
421.0600 |
| 701-01-U | Cross Drain Pipe (84" RCP/PCP) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
695.5879 |
| 701-02-D | Cross Drain Pipe Arch (24" Equiv. RCPA) | LNFT | QTR: YTD: |
1 1 |
96.0000 96.0000 |
11,520.00 11,520.00 |
120.0000 120.0000 |
157.3925 |
| 701-02-D/E | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
140.7692 |
| 701-02-E | Cross Drain Pipe Arch (30" Equiv. RCPA) | LNFT | QTR: YTD: |
0 1 |
0.0000 168.0000 |
.00 39,480.00 |
.0000 235.0000 |
146.0465 |
| 701-02-E/F | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | LNFT | QTR: YTD: |
1 1 |
184.0000 184.0000 |
17,112.00 17,112.00 |
93.0000 93.0000 |
164.9655 |
| 701-02-F | Cross Drain Pipe Arch (36" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
152.1382 |
| 701-02-F/G | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | LNFT | QTR: YTD: |
1 1 |
468.0000 468.0000 |
55,224.00 55,224.00 |
118.0000 118.0000 |
157.8740 |
| 701-02-G | Cross Drain Pipe Arch (42" Equiv. RCPA) | LNFT | QTR: YTD: |
0 1 |
0.0000 384.0000 |
.00 58,560.00 |
.0000 152.5000 |
196.5482 |
| 701-02-G/H | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 701-02-H | Cross Drain Pipe Arch (48" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
203.7190 |
| 701-02-H/I | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
110.0000 |
| 701-02-I | Cross Drain Pipe Arch (54" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
267.7142 |
| 701-02-I/J | Cross Drain Pipe Arch (54" Equiv. RCPA or 60" Equiv. CMPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
325.0000 |
| 701-02-J | Cross Drain Pipe Arch (60" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
380.0000 |
| 701-02-J/L | Cross Drain Pipe Arch (60" Equiv. RCPA or 72" Equiv. CMPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 701-03-F | Storm Drain Pipe (15" RCP/PCP) | LNFT | QTR: YTD: |
8 12 |
16,490.0000 19,250.0000 |
1,097,787.00 1,429,607.00 |
66.5729 74.2653 |
64.0418 |
| 701-03-F/G-01 | Storm Drain Pipe (15" PCP or 18" CMP)(Outfall) | LNFT | QTR: YTD: |
1 1 |
11.0000 11.0000 |
330.00 330.00 |
30.0000 30.0000 |
.0000 |
| 701-03-G | Storm Drain Pipe (18" RCP/PCP) | LNFT | QTR: YTD: |
7 11 |
11,345.0000 13,053.0000 |
647,660.00 856,026.00 |
57.0877 65.5808 |
81.0744 |
| 701-03-I | Storm Drain Pipe (24" RCP/PCP) | LNFT | QTR: YTD: |
9 15 |
5,356.0000 6,962.0000 |
553,787.00 710,449.00 |
103.3956 102.0467 |
85.5938 |
| 701-03-I/K-01 | Storm Drain Pipe (24" PCP or 30" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
118.0000 |
| 701-03-K | Storm Drain Pipe (30" RCP/PCP) | LNFT | QTR: YTD: |
7 10 |
4,402.0000 4,858.0000 |
557,616.00 605,752.00 |
126.6733 124.6916 |
111.6691 |
| 701-03-K/M-01 | Storm Drain Pipe (30" PCP or 36" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
110.0000 |
| 701-03-M | Storm Drain Pipe (36" RCP/PCP) | LNFT | QTR: YTD: |
5 5 |
1,988.0000 1,988.0000 |
330,610.00 330,610.00 |
166.3028 166.3028 |
134.0913 |
| 701-03-M/N-01 | Storm Drain Pipe (36" PCP or 42" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
162.5531 |
| 701-03-N | Storm Drain Pipe (42" RCP/PCP) | LNFT | QTR: YTD: |
1 1 |
1,183.0000 1,183.0000 |
189,280.00 189,280.00 |
160.0000 160.0000 |
156.0011 |
| 701-03-N/O-01 | Storm Drain Pipe (42" PCP or 48" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
140.0000 |
| 701-03-O | Storm Drain Pipe (48" RCP/PCP) | LNFT | QTR: YTD: |
4 5 |
3,957.0000 3,961.0000 |
863,235.00 864,595.00 |
218.1539 218.2770 |
186.5657 |
| 701-03-O/P-01 | Storm Drain Pipe (48" PCP or 54" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
130.0000 |
| 701-03-P | Storm Drain Pipe (54" RCP/PCP) | LNFT | QTR: YTD: |
3 3 |
2,564.0000 2,564.0000 |
577,240.00 577,240.00 |
225.1326 225.1326 |
244.6575 |
| 701-03-P/Q-01 | Storm Drain Pipe (54" PCP or 60" CMP)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
230.0000 |
| 701-03-Q | Storm Drain Pipe (60" RCP/PCP) | LNFT | QTR: YTD: |
1 2 |
394.0000 406.0000 |
130,020.00 134,700.00 |
330.0000 331.7734 |
204.8581 |
| 701-03-S | Storm Drain Pipe (72" RCP/PCP) | LNFT | QTR: YTD: |
1 1 |
48.0000 48.0000 |
19,920.00 19,920.00 |
415.0000 415.0000 |
326.1277 |
| 701-04-A | Storm Drain Pipe Arch (15" Equiv. RCPA) | LNFT | QTR: YTD: |
1 1 |
290.0000 290.0000 |
11,310.00 11,310.00 |
39.0000 39.0000 |
64.3809 |
| 701-04-A-01 | Storm Drain Pipe Arch (15" Equiv. CMPA)(Outfall) | LNFT | QTR: YTD: |
1 1 |
138.0000 138.0000 |
5,140.50 5,140.50 |
37.2500 37.2500 |
.0000 |
| 701-04-B | Storm Drain Pipe Arch (18" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
84.7133 |
| 701-04-D | Storm Drain Pipe Arch (24" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
98.7292 |
| 701-04-E | Storm Drain Pipe Arch (30" Equiv. RCPA) | LNFT | QTR: YTD: |
3 3 |
1,407.0000 1,407.0000 |
272,177.00 272,177.00 |
193.4449 193.4449 |
143.7336 |
| 701-04-E-01 | Storm Drain Pipe Arch (30" Equiv. CMPA)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 701-04-F | Storm Drain Pipe Arch (36" Equiv. RCPA) | LNFT | QTR: YTD: |
3 3 |
657.0000 657.0000 |
130,820.00 130,820.00 |
199.1172 199.1172 |
170.3230 |
| 701-04-F-01 | Storm Drain Pipe Arch (36" Equiv. CMPA)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
110.0000 |
| 701-04-G | Storm Drain Pipe Arch (42" Equiv. RCPA) | LNFT | QTR: YTD: |
2 2 |
732.0000 732.0000 |
126,940.00 126,940.00 |
173.4153 173.4153 |
184.8625 |
| 701-04-G-01 | Storm Drain Pipe Arch (42" Equiv. CMPA)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
100.0000 |
| 701-04-H | Storm Drain Pipe Arch (48" Equiv. RCPA) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 701-04-I | Storm Drain Pipe Arch (54" Equiv. RCPA) | LNFT | QTR: YTD: |
1 1 |
24.0000 24.0000 |
10,080.00 10,080.00 |
420.0000 420.0000 |
280.0000 |
| 701-04-I-01 | Storm Drain Pipe Arch (54" Equiv. CMPA)(Outfall) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
170.0000 |
| 701-04-J | Storm Drain Pipe Arch (60" Equiv. RCPA) | LNFT | QTR: YTD: |
2 2 |
513.0000 513.0000 |
171,747.00 171,747.00 |
334.7895 334.7895 |
209.4300 |
| 701-04-L | Storm Drain Pipe Arch (72" Equiv. RCPA) | LNFT | QTR: YTD: |
3 3 |
720.0000 720.0000 |
511,710.00 511,710.00 |
710.7083 710.7083 |
455.0000 |
| 701-05-F | Side Drain Pipe (15") | LNFT | QTR: YTD: |
1 1 |
10.0000 10.0000 |
560.00 560.00 |
56.0000 56.0000 |
140.0000 |
| 701-05-G | Side Drain Pipe (18") | LNFT | QTR: YTD: |
5 14 |
458.0000 2,745.0000 |
19,995.00 181,120.50 |
43.6572 65.9820 |
48.0079 |
| 701-05-I | Side Drain Pipe (24") | LNFT | QTR: YTD: |
5 10 |
413.0000 1,184.0000 |
29,526.50 102,041.50 |
71.4927 86.1837 |
61.1465 |
| 701-05-K | Side Drain Pipe (30") | LNFT | QTR: YTD: |
2 5 |
390.0000 886.0000 |
33,360.00 78,770.00 |
85.5385 88.9052 |
79.7559 |
| 701-05-M | Side Drain Pipe (36") | LNFT | QTR: YTD: |
2 3 |
97.0000 147.0000 |
6,957.00 11,957.00 |
71.7216 81.3401 |
110.7029 |
| 701-05-N | Side Drain Pipe (42") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
147.0329 |
| 701-05-O | Side Drain Pipe (48") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
175.4807 |
| 701-05-Q | Side Drain Pipe (60") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
222.0000 |
| 701-05-S | Side Drain Pipe (72") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
288.7190 |
| 701-06-B | Side Drain Pipe Arch (18" Equiv.) | LNFT | QTR: YTD: |
1 2 |
15.0000 93.0000 |
960.00 6,420.00 |
64.0000 69.0323 |
52.8679 |
| 701-06-D | Side Drain Pipe Arch (24" Equiv.) | LNFT | QTR: YTD: |
2 2 |
123.0000 123.0000 |
10,260.00 10,260.00 |
83.4146 83.4146 |
75.0000 |
| 701-06-E | Side Drain Pipe Arch (30" Equiv.) | LNFT | QTR: YTD: |
1 1 |
522.0000 522.0000 |
40,716.00 40,716.00 |
78.0000 78.0000 |
85.0000 |
| 701-06-F | Side Drain Pipe Arch (36" Equiv.) | LNFT | QTR: YTD: |
1 1 |
186.0000 186.0000 |
22,878.00 22,878.00 |
123.0000 123.0000 |
125.0000 |
| 701-06-G | Side Drain Pipe Arch (42" Equiv.) | LNFT | QTR: YTD: |
1 1 |
62.0000 62.0000 |
10,850.00 10,850.00 |
175.0000 175.0000 |
176.3095 |
| 701-06-H | Side Drain Pipe Arch (48" Equiv.) | LNFT | QTR: YTD: |
1 1 |
46.0000 46.0000 |
11,730.00 11,730.00 |
255.0000 255.0000 |
234.0000 |
| 701-07-C | Yard Drain Pipe (8") | LNFT | QTR: YTD: |
1 2 |
119.0000 129.0000 |
3,927.00 4,277.00 |
33.0000 33.1550 |
42.9099 |
| 701-07-D | Yard Drain Pipe (10") | LNFT | QTR: YTD: |
1 1 |
20.0000 20.0000 |
720.00 720.00 |
36.0000 36.0000 |
41.0000 |
| 701-07-E | Yard Drain Pipe (12") | LNFT | QTR: YTD: |
1 1 |
19.0000 19.0000 |
2,280.00 2,280.00 |
120.0000 120.0000 |
75.0000 |
| 701-08 | Relaying Pipe | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
215.0640 |
| 701-09 | Fabricating Pipe Fittings | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
275.00 275.00 |
275.0000 275.0000 |
2,745.4545 |
| 701-10-G | Reinforced Concrete Pipe (Extension)(18") | LNFT | QTR: YTD: |
0 2 |
0.0000 20.0000 |
.00 4,880.00 |
.0000 244.0000 |
157.7750 |
| 701-10-I | Reinforced Concrete Pipe (Extension)(24") | LNFT | QTR: YTD: |
1 2 |
119.0000 143.0000 |
10,710.00 13,758.00 |
90.0000 96.2098 |
168.1860 |
| 701-10-K | Reinforced Concrete Pipe (Extension)(30") | LNFT | QTR: YTD: |
0 1 |
0.0000 24.0000 |
.00 3,360.00 |
.0000 140.0000 |
127.7922 |
| 701-10-M | Reinforced Concrete Pipe (Extension)(36") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
130.9413 |
| 701-10-N | Reinforced Concrete Pipe (Extension)(42") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
220.3636 |
| 701-10-O | Reinforced Concrete Pipe (Extension)(48") | LNFT | QTR: YTD: |
0 1 |
0.0000 16.0000 |
.00 3,840.00 |
.0000 240.0000 |
275.5345 |
| 701-10-P | Reinforced Concrete Pipe (Extension)(54") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
435.0000 |
| 701-10-Q | Reinforced Concrete Pipe (Extension)(60") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
456.0000 |
| 701-10-S | Reinforced Concrete Pipe (Extension)(72") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
355.0000 |
| 701-11-E | Reinforced Concrete Pipe Arch (Extension)(30" Equiv.) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
130.0000 |
| 701-11-G | Reinforced Concrete Pipe Arch (Extension)(42" Equiv.) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 701-11-H | Reinforced Concrete Pipe Arch (Extension)(48" Equiv.) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,185.6100 |
| 701-12-G | Corrugated Metal Pipe (Extension)(18") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
120.0000 |
| 701-12-I | Corrugated Metal Pipe (Extension)(24") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
193.1250 |
| 701-12-K | Corrugated Metal Pipe (Extension)(30") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
80.0000 |
| 701-12-M | Corrugated Metal Pipe (Extension)(36") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
216.7857 |
| 701-12-N | Corrugated Metal Pipe (Extension)(42") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
216.3636 |
| 701-12-O | Corrugated Metal Pipe (Extension)(48") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
251.7647 |
| 701-12-P | Corrugated Metal Pipe (Extension)(54") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
350.0000 |
| 701-12-Q | Corrugated Metal Pipe (Extension)(60") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 701-12-S | Corrugated Metal Pipe (Extension)(72") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 701-12-U | Corrugated Metal Pipe (Extension)(84") | LNFT | QTR: YTD: |
1 1 |
32.0000 32.0000 |
8,000.00 8,000.00 |
250.0000 250.0000 |
500.0000 |
| 701-13-I | Corrugated Metal Pipe Arch (Extension)(54" Equiv.) | LNFT | QTR: YTD: |
1 1 |
73.0000 73.0000 |
19,710.00 19,710.00 |
270.0000 270.0000 |
470.0000 |
| 701-14 | Cleaning Existing Pipes | LNFT | QTR: YTD: |
0 1 |
0.0000 2,875.0000 |
.00 25,875.00 |
.0000 9.0000 |
9.1672 |
| 701-15 | Concrete Collar | EACH | QTR: YTD: |
4 12 |
24.0000 60.0000 |
47,900.00 85,230.00 |
1,995.8333 1,420.5000 |
969.7115 |
| 701-16-F | Plastic Pipe (Extension)(15") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
125.0000 |
| 701-16-G | Plastic Pipe (Extension)(18") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
108.0000 |
| 702-01 | Junction Boxes | EACH | QTR: YTD: |
0 1 |
0.0000 15.0000 |
.00 67,500.00 |
.0000 4,500.0000 |
600.0000 |
| 702-02 | Manholes (Type) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
16,000.00 16,000.00 |
16,000.0000 16,000.0000 |
.0000 |
| 702-02-A | Manholes (Mh-06) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
9,000.00 9,000.00 |
9,000.0000 9,000.0000 |
4,710.5263 |
| 702-02-B | Manholes (R-CB-11) | EACH | QTR: YTD: |
2 3 |
10.0000 13.0000 |
48,000.00 57,000.00 |
4,800.0000 4,384.6154 |
4,642.8571 |
| 702-02-C | Manholes (R-CB-11 Mod) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7,200.0000 |
| 702-02-E | Manholes (R-CB-32) | EACH | QTR: YTD: |
1 1 |
3.0000 3.0000 |
26,700.00 26,700.00 |
8,900.0000 8,900.0000 |
6,492.8571 |
| 702-02-F | Manholes (Mh-01) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,500.0000 |
| 702-03 | Catch Basins (Type) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
9,000.00 9,000.00 |
9,000.0000 9,000.0000 |
.0000 |
| 702-03-A | Catch Basins (CB-01) | EACH | QTR: YTD: |
8 15 |
222.0000 318.0000 |
496,520.00 744,250.00 |
2,236.5766 2,340.4088 |
2,622.8022 |
| 702-03-B | Catch Basins (CB-02) | EACH | QTR: YTD: |
4 4 |
13.0000 13.0000 |
57,290.00 57,290.00 |
4,406.9231 4,406.9231 |
4,724.9166 |
| 702-03-C | Catch Basins (CB-06) | EACH | QTR: YTD: |
4 8 |
197.0000 203.0000 |
780,100.00 815,950.00 |
3,959.8985 4,019.4581 |
4,316.0186 |
| 702-03-D | Catch Basins (CB-07) | EACH | QTR: YTD: |
3 3 |
47.0000 47.0000 |
330,700.00 330,700.00 |
7,036.1702 7,036.1702 |
5,343.5028 |
| 702-03-F | Catch Basins (CB-08) | EACH | QTR: YTD: |
3 3 |
21.0000 21.0000 |
177,460.00 177,460.00 |
8,450.4762 8,450.4762 |
7,340.2985 |
| 702-03-G | Catch Basins (CB-09) | EACH | QTR: YTD: |
3 6 |
20.0000 32.0000 |
195,160.00 254,660.00 |
9,758.0000 7,958.1250 |
5,709.0909 |
| 702-03-H | Catch Basins (CB-05) | EACH | QTR: YTD: |
1 2 |
1.0000 2.0000 |
800.00 1,800.00 |
800.0000 900.0000 |
1,091.3888 |
| 702-04 | Adjusting | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
350.0000 |
| 702-04-A | Adjusting Manholes | EACH | QTR: YTD: |
3 6 |
30.0000 73.0000 |
17,850.00 45,350.00 |
595.0000 621.2329 |
878.6196 |
| 702-04-B | Adjusting Catch Basins | EACH | QTR: YTD: |
5 13 |
31.0000 148.0000 |
29,800.00 215,011.00 |
961.2903 1,452.7770 |
2,205.9440 |
| 702-04-C | Adjusting Junction Boxes | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,200.0000 |
| 702-07-A | Cross Drain Safety end (Type 1) | EACH | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 2,850.00 |
.0000 1,425.0000 |
7,500.0000 |
| 702-07-B | Cross Drain Safety end (Type 2) | EACH | QTR: YTD: |
2 3 |
17.0000 19.0000 |
44,500.00 53,500.00 |
2,617.6471 2,815.7895 |
5,137.6300 |
| 702-07-D | Cross Drain Safety end (Type 4) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
15,000.0000 |
| 702-08-A | Side Drain Safety end (Type 1) | EACH | QTR: YTD: |
1 2 |
2.0000 15.0000 |
6,800.00 34,100.00 |
3,400.0000 2,273.3333 |
1,472.2222 |
| 702-08-B | Side Drain Safety end (Type 2) | EACH | QTR: YTD: |
1 2 |
2.0000 5.0000 |
8,000.00 22,100.00 |
4,000.0000 4,420.0000 |
3,556.0869 |
| 703-01 | Shoulder Underdrain Systems | LNFT | QTR: YTD: |
1 3 |
16,958.0000 68,450.0000 |
135,664.00 600,840.10 |
8.0000 8.7778 |
7.2798 |
| 703-02 | Shoulder Outlet Underdrains | EACH | QTR: YTD: |
1 3 |
111.0000 300.0000 |
83,250.00 182,700.00 |
750.0000 609.0000 |
715.8620 |
| 703-03 | Perforated Pipe Underdrains | LNFT | QTR: YTD: |
2 3 |
16,665.0000 17,165.0000 |
149,985.00 159,985.00 |
9.0000 9.3204 |
11.9575 |
| 703-04 | Nonperforated Pipe Underdrains | LNFT | QTR: YTD: |
0 1 |
0.0000 500.0000 |
.00 5,250.00 |
.0000 10.5000 |
91.6666 |
| 703-06 | Underdrain Video Inspection | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2.3813 |
| 704-01-A | Guard Rail (Single Thrie Beam)(3'-1 1/2" Post Spacing) | LNFT | QTR: YTD: |
2 7 |
350.0000 831.3000 |
20,750.00 47,255.00 |
59.2857 56.8447 |
50.6369 |
| 704-01-B | Guard Rail (Single Thrie Beam)(6'-3" Post Spacing) | LNFT | QTR: YTD: |
1 6 |
720.0000 1,945.5000 |
21,600.00 82,606.00 |
30.0000 42.4600 |
53.2567 |
| 704-01-C | Guard Rail (Double Thrie Beam)(3'-1 1/2" Post Spacing) | LNFT | QTR: YTD: |
2 6 |
391.5000 1,704.3000 |
22,470.00 91,055.80 |
57.3946 53.4271 |
59.6130 |
| 704-03 | Blocked Out Guard Rail | LNFT | QTR: YTD: |
6 17 |
3,244.0000 10,187.9000 |
61,476.50 199,331.13 |
18.9508 19.5655 |
21.1936 |
| 704-05 | Guard Rail Anchor Sections (Bct) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
80.0000 |
| 704-06 | Guard Rail Anchor Sections (Trailing End) | LNFT | QTR: YTD: |
1 2 |
6.3000 31.3000 |
567.00 2,517.00 |
90.0000 80.4153 |
80.0000 |
| 704-06-A | Guard Rail Anchor Sections (Trailing End)(Single Thrie Beam) | LNFT | QTR: YTD: |
4 8 |
44.0000 119.0000 |
4,349.60 11,462.10 |
98.8545 96.3202 |
88.5929 |
| 704-07-A | Guard Rail Bridge Attachments (Single Thrie Beam) | LNFT | QTR: YTD: |
1 1 |
2.5000 2.5000 |
205.00 205.00 |
82.0000 82.0000 |
52.7400 |
| 704-08-A | Guard Rail Transitions (Single Thrie Beam) | LNFT | QTR: YTD: |
1 1 |
6.3000 6.3000 |
516.60 516.60 |
82.0000 82.0000 |
75.0000 |
| 704-08-B | Guard Rail Transitions (Double Thrie Beam) | LNFT | QTR: YTD: |
6 15 |
775.0000 2,225.0000 |
43,625.00 130,900.00 |
56.2903 58.8315 |
62.0409 |
| 704-09 | Guard Rail Anchor Sections (Turndown) | LNFT | QTR: YTD: |
3 5 |
300.0000 600.0000 |
12,500.00 24,500.00 |
41.6667 40.8333 |
47.0175 |
| 704-10 | Guard Rail Anchor Block | EACH | QTR: YTD: |
0 1 |
0.0000 14.0000 |
.00 26,600.00 |
.0000 1,900.0000 |
1,100.0000 |
| 704-11-A | Guard Rail end Treatment (Flared) | EACH | QTR: YTD: |
6 14 |
28.0000 87.0000 |
58,700.00 198,780.00 |
2,096.4286 2,284.8276 |
2,339.9414 |
| 704-11-B | Guard Rail end Treatment (Tangent) | EACH | QTR: YTD: |
0 5 |
0.0000 16.0000 |
.00 37,900.00 |
.0000 2,368.7500 |
2,717.3728 |
| 704-11-C | Guard Rail end Treatment (Bi-Directional) | EACH | QTR: YTD: |
0 2 |
0.0000 6.0000 |
.00 27,680.00 |
.0000 4,613.3333 |
4,500.0000 |
| 705-01 | Barbed Wire Fence | LNFT | QTR: YTD: |
4 8 |
987.0000 9,175.0000 |
16,588.75 65,991.95 |
16.8072 7.1926 |
7.0463 |
| 705-02 | Combination Mesh & Barbed Wire Fence | LNFT | QTR: YTD: |
1 5 |
175.0000 11,736.0000 |
2,100.00 73,601.20 |
12.0000 6.2714 |
6.1198 |
| 705-03 | Single Swinging Walk Gates | EACH | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 525.00 |
.0000 525.0000 |
500.0000 |
| 705-04 | Single Swinging Driveway Gates | EACH | QTR: YTD: |
0 2 |
0.0000 15.0000 |
.00 8,701.00 |
.0000 580.0667 |
64.4915 |
| 705-05 | Double Swinging Driveway Gates | DBGT | QTR: YTD: |
0 2 |
0.0000 4.0000 |
.00 3,041.00 |
.0000 760.2500 |
736.3636 |
| 705-06-A | Chain Link Fence (4-Foot Height) | LNFT | QTR: YTD: |
1 2 |
1,448.0000 1,564.0000 |
34,752.00 37,652.00 |
24.0000 24.0742 |
20.2361 |
| 705-06-B | Chain Link Fence (5-Foot Height) | LNFT | QTR: YTD: |
2 2 |
778.0000 778.0000 |
22,980.00 22,980.00 |
29.5373 29.5373 |
25.0767 |
| 705-06-C | Chain Link Fence (6-Foot Height) | LNFT | QTR: YTD: |
1 1 |
487.0000 487.0000 |
15,584.00 15,584.00 |
32.0000 32.0000 |
48.0747 |
| 705-06-D | Chain Link Fence (7-Foot Height) | LNFT | QTR: YTD: |
1 1 |
652.0000 652.0000 |
47,596.00 47,596.00 |
73.0000 73.0000 |
23.9375 |
| 705-07-A | -Foot Single Gates For Chain Link Fence (4-Foot Height) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
950.00 950.00 |
950.0000 950.0000 |
1,000.0000 |
| 705-07-C | -Foot Single Gates For Chain Link Fence (6-Foot Height) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
750.0000 |
| 705-07-D | -Foot Single Gates For Chain Link Fence (7-Foot Height) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
250.0000 |
| 705-08-A | -Foot Double Gates For Chain Link Fence (4-Foot Height) | DBGT | QTR: YTD: |
1 1 |
2.0000 2.0000 |
2,900.00 2,900.00 |
1,450.0000 1,450.0000 |
750.0000 |
| 705-08-C | -Foot Double Gates For Chain Link Fence (6-Foot Height) | DBGT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,050.0000 |
| 705-08-D | -Foot Double Gates For Chain Link Fence (7-Foot Height) | DBGT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,550.0000 |
| 705-09 | Rebuilt Fence | LNFT | QTR: YTD: |
2 3 |
452.0000 500.0000 |
4,922.58 7,322.58 |
10.8907 14.6452 |
49.3690 |
| 706-01-A | Concrete Walk (4" Thick) | SQYD | QTR: YTD: |
8 22 |
13,998.7000 23,369.9000 |
655,794.80 1,272,771.90 |
46.8468 54.4620 |
52.2412 |
| 706-01-C | Concrete Walk (6" Thick) | SQYD | QTR: YTD: |
2 5 |
1,218.2000 1,803.5000 |
62,099.60 101,207.40 |
50.9765 56.1172 |
55.4500 |
| 706-02 | Concrete Drive ( " Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50.0000 |
| 706-02-A | Concrete Drive (4" Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 10.0000 |
.00 1,250.00 |
.0000 125.0000 |
70.2723 |
| 706-02-C | Concrete Drive (6" Thick) | SQYD | QTR: YTD: |
10 22 |
9,421.2000 13,634.5000 |
561,397.79 884,561.79 |
59.5888 64.8767 |
54.7146 |
| 706-03-A | Incidental Concrete Paving (4" Thick) | SQYD | QTR: YTD: |
6 10 |
4,956.7000 7,580.0000 |
331,229.50 457,985.88 |
66.8246 60.4203 |
51.7991 |
| 706-03-B | Incidental Concrete Paving (5" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
60.0000 |
| 706-03-C | Incidental Concrete Paving (6" Thick) | SQYD | QTR: YTD: |
2 6 |
332.3000 1,110.4000 |
23,442.80 83,120.80 |
70.5471 74.8566 |
85.1763 |
| 706-04 | Handicapped Curb Ramps | EA | QTR: YTD: |
1 5 |
12.0000 58.0000 |
8,100.00 65,372.00 |
675.0000 1,127.1034 |
998.8775 |
| 707-01 | Concrete Curb | LNFT | QTR: YTD: |
8 16 |
46,516.5000 57,373.6000 |
301,997.72 393,259.08 |
6.4923 6.8544 |
6.9172 |
| 707-02 | Concrete Gutter | LNFT | QTR: YTD: |
0 1 |
0.0000 10.0000 |
.00 1,000.00 |
.0000 100.0000 |
110.0000 |
| 707-03 | Combination Concrete Curb & Gutter | LNFT | QTR: YTD: |
6 10 |
8,470.0000 12,919.1000 |
251,649.40 427,563.30 |
29.7107 33.0954 |
26.0683 |
| 707-04 | Asphaltic Curb | LNFT | QTR: YTD: |
0 3 |
0.0000 3,234.0000 |
.00 67,920.00 |
.0000 21.0019 |
32.8714 |
| 708-01 | Right-Of-Way Monument | EACH | QTR: YTD: |
3 11 |
103.0000 222.0000 |
15,127.35 47,247.35 |
146.8675 212.8259 |
204.5541 |
| 708-02 | Right-Of-Way Monument Witness Post | EACH | QTR: YTD: |
2 9 |
41.0000 114.0000 |
2,737.50 16,571.50 |
66.7683 145.3640 |
159.8666 |
| 709-01 | Steel Cattle Guard | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
12,000.0000 |
| 711-01-B | Riprap (10 Lb, ) | SQYD | QTR: YTD: |
0 1 |
0.0000 140.0000 |
.00 9,170.00 |
.0000 65.5000 |
50.0000 |
| 711-01-C | Riprap (30 Lb, ) | SQYD | QTR: YTD: |
5 10 |
1,248.0000 7,636.0000 |
81,435.00 552,878.00 |
65.2524 72.4041 |
69.9981 |
| 711-01-D | Riprap (55 Lb, ) | SQYD | QTR: YTD: |
2 6 |
1,791.0000 5,139.0000 |
114,179.00 353,444.00 |
63.7515 68.7768 |
73.5671 |
| 711-01-E | Riprap (130 Lb, ) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
73.6502 |
| 711-01-F | Riprap (250 Lb, ) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
92.0000 |
| 711-02-A | Riprap (2 Lb) | CUYD | QTR: YTD: |
1 1 |
7.0000 7.0000 |
1,400.00 1,400.00 |
200.0000 200.0000 |
.0000 |
| 711-02-C | Riprap (30 Lb) | CUYD | QTR: YTD: |
1 1 |
8.0000 8.0000 |
1,600.00 1,600.00 |
200.0000 200.0000 |
87.9600 |
| 711-02-D | Riprap (55 Lb) | CUYD | QTR: YTD: |
1 1 |
19.0000 19.0000 |
3,800.00 3,800.00 |
200.0000 200.0000 |
108.3948 |
| 711-02-E | Riprap (130 Lb) | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
119.6725 |
| 711-03-B | Riprap (10 Lb) | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
93.0357 |
| 711-03-C | Riprap (30 Lb) | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
48.4717 |
| 711-03-D | Riprap (55 Lb) | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
70.4482 |
| 711-03-E | Riprap (130 Lb) | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
90.0000 |
| 711-04 | Geotextile Fabric | SQYD | QTR: YTD: |
5 13 |
3,008.0000 12,884.0000 |
6,712.00 32,483.60 |
2.2314 2.5212 |
2.6547 |
| 712-01 | Concrete Cast-In-Place Revetment ( " Thick) | SQYD | QTR: YTD: |
0 1 |
0.0000 123.0000 |
.00 16,605.00 |
.0000 135.0000 |
.0000 |
| 712-01-A | Concrete Cast-In-Place Revetment (4" Thick) | SQYD | QTR: YTD: |
1 2 |
645.0000 4,565.0000 |
45,150.00 341,110.00 |
70.0000 74.7229 |
61.2196 |
| 712-01-C | Concrete Cast-In-Place Revetment (6" Thick) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
75.0000 |
| 712-02 | Sacked Concrete Revetment | SQYD | QTR: YTD: |
1 4 |
22.0000 206.0000 |
3,630.00 20,630.00 |
165.0000 100.1456 |
80.7843 |
| 712-03 | Stone Revetment | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
46.9949 |
| 712-04 | Flexible Revetment | SQYD | QTR: YTD: |
1 4 |
58.0000 1,801.0000 |
9,570.00 104,035.00 |
165.0000 57.7651 |
78.9104 |
| 713-02-A | Temporary Pavement Markings (4" Width) | LNFT | QTR: YTD: |
4 6 |
31,645.0000 42,132.0000 |
7,992.25 10,639.00 |
.2526 .2525 |
.7532 |
| 713-02-B | Temporary Pavement Markings (6" Width) | LNFT | QTR: YTD: |
0 2 |
0.0000 7,800.0000 |
.00 2,318.00 |
.0000 .2972 |
.2446 |
| 713-02-C | Temporary Pavement Markings (8" Width) | LNFT | QTR: YTD: |
2 13 |
1,976.0000 29,894.0000 |
356.40 5,615.67 |
.1804 .1879 |
.3943 |
| 713-02-D | Temporary Pavement Markings (12" Width) | LNFT | QTR: YTD: |
1 4 |
3,948.0000 7,057.0000 |
987.00 2,320.80 |
.2500 .3289 |
.5206 |
| 713-02-E | Temporary Pavement Markings (24" Width) | LNFT | QTR: YTD: |
2 15 |
61.0000 9,321.0000 |
79.60 4,905.27 |
1.3049 .5263 |
1.1002 |
| 713-03-A | Temporary Pavement Markings (Broken Line)(4" Width)(4' Length) | MILE | QTR: YTD: |
3 18 |
19.2690 187.3900 |
7,811.59 42,189.76 |
405.3968 225.1441 |
335.5071 |
| 713-03-A-01 | Temporary Pvmt. Markings (Broken Line)(4" W)(4' L)(Type I Removable) | MILE | QTR: YTD: |
1 2 |
2.8260 4.3600 |
847.80 6,600.30 |
300.0000 1,513.8303 |
4,318.6813 |
| 713-03-B | Temporary Pavement Markings (Broken Line)(4" Width)(10' Length) | MILE | QTR: YTD: |
5 23 |
48.3840 176.5050 |
4,642.63 29,848.79 |
95.9538 169.1102 |
233.6131 |
| 713-03-B-01 | Temporary Pvmt. Markings (Broken Line)(4" W)(10' L)(Type I Removable) | MILE | QTR: YTD: |
2 3 |
0.1350 0.1920 |
607.50 1,508.10 |
4,500.0000 7,854.6875 |
3,084.3936 |
| 713-04-A | Temporary Pavement Markings (Solid Line)(4" Width) | MILE | QTR: YTD: |
6 31 |
69.3800 542.2300 |
6,058.09 159,256.16 |
87.3175 293.7059 |
286.1251 |
| 713-04-A-01 | Temporary Pvmt. Markings (Solid Line)(4" W)(Type I Removable) | MILE | QTR: YTD: |
4 6 |
20.9550 24.9980 |
153,477.50 199,661.50 |
7,324.1470 7,987.0990 |
9,923.8138 |
| 713-05-A | Temporary Pavement Legends and Symbols (Arrow) | EACH | QTR: YTD: |
3 15 |
11.0000 275.0000 |
545.00 17,462.02 |
49.5455 63.4983 |
58.8295 |
| 713-05-B | Temporary Pavement Legends and Symbols (Double Arrow) | EACH | QTR: YTD: |
2 4 |
5.0000 19.0000 |
148.00 1,668.00 |
29.6000 87.7895 |
87.6718 |
| 713-05-C | Temporary Pavement Legends and Symbols (Only) | EACH | QTR: YTD: |
1 13 |
4.0000 142.0000 |
60.00 8,789.02 |
15.0000 61.8945 |
57.7090 |
| 713-05-D | Temporary Pavement Legends and Symbols (RR Crossing) | EACH | QTR: YTD: |
0 3 |
0.0000 24.0000 |
.00 1,806.00 |
.0000 75.2500 |
117.4159 |
| 713-05-E | Temporary Pavement Legends and Symbols (School Crossing) | EACH | QTR: YTD: |
1 4 |
5.0000 11.0000 |
250.00 736.00 |
50.0000 66.9091 |
168.1250 |
| 713-06 | Temporary Reflectorized Raised Pavement Markers | EACH | QTR: YTD: |
0 4 |
0.0000 497.0000 |
.00 2,587.50 |
.0000 5.2062 |
5.8494 |
| 713-06-A | Temporary Reflectorized Raised Pavement Markers (Tabs) | EACH | QTR: YTD: |
1 9 |
1,600.0000 20,208.0000 |
2,800.00 32,826.50 |
1.7500 1.6244 |
1.2572 |
| 713-07 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | QTR: YTD: |
1 4 |
270.0000 496.0000 |
243,000.00 454,025.00 |
900.0000 915.3730 |
916.4755 |
| 713-08 | Temporary Precast Concrete Barrier (Department Furnished) | EACH | QTR: YTD: |
3 5 |
570.0000 695.0000 |
401,400.00 460,860.00 |
704.2105 663.1079 |
607.9857 |
| 713-09 | Temporary Portable Barrier (Type) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
660.0000 |
| 713-10 | Temporary Precast Concrete Barrier Movement | EACH | QTR: YTD: |
1 3 |
760.0000 1,655.0000 |
38,000.00 170,525.00 |
50.0000 103.0363 |
106.3493 |
| 714-01 | Slab Sodding | SQYD | QTR: YTD: |
3 10 |
9,145.0000 12,006.0000 |
43,051.50 62,660.50 |
4.7077 5.2191 |
4.5521 |
| 715-01 | Topsoil | CUYD | QTR: YTD: |
5 9 |
3,517.0000 4,428.0000 |
113,793.00 146,353.00 |
32.3551 33.0517 |
16.1521 |
| 716-01 | Mulch (Type) | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,600.0000 |
| 716-01-A | Mulch (Vegetative) | TON | QTR: YTD: |
12 30 |
106.3000 316.2000 |
51,004.00 166,595.20 |
479.8119 526.8665 |
561.2980 |
| 716-01-B | Mulch (Fiber) | TON | QTR: YTD: |
0 1 |
0.0000 0.6000 |
.00 900.00 |
.0000 1,500.0000 |
1,133.0384 |
| 717-01 | Seeding | LB | QTR: YTD: |
20 49 |
3,729.0000 9,305.0000 |
30,615.50 86,535.95 |
8.2101 9.2999 |
9.2994 |
| 718-01 | Fertilizer | LB | QTR: YTD: |
21 50 |
68,779.0000 193,061.0000 |
47,519.55 131,223.79 |
.6909 .6797 |
.4826 |
| 718-02 | Agricultural Lime | TON | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
82.0744 |
| 719-02 | Top Dressing Mulch ( " Depth) | SQYD | QTR: YTD: |
2 2 |
1,960.0000 1,960.0000 |
12,422.00 12,422.00 |
6.3378 6.3378 |
5.8988 |
| 719-03 | Bed Preparation ( " Depth) | SQYD | QTR: YTD: |
2 2 |
143.0000 143.0000 |
5,351.80 5,351.80 |
37.4252 37.4252 |
16.9290 |
| 720-01-A | Erosion Control System, Slope Protection (Type A) | SQYD | QTR: YTD: |
1 9 |
3,826.0000 42,349.0000 |
4,973.80 54,433.10 |
1.3000 1.2853 |
1.3919 |
| 720-01-B | Erosion Control System, Slope Protection (Type B) | SQYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.3967 |
| 720-01-C | Erosion Control System, Flexible Channel Liner (Type C) | SQYD | QTR: YTD: |
1 3 |
150.0000 6,081.0000 |
465.00 10,592.70 |
3.1000 1.7419 |
1.7559 |
| 720-01-D | Erosion Control System, Flexible Channel Liner (Type D) | SQYD | QTR: YTD: |
1 5 |
100.0000 19,623.0000 |
310.00 36,570.20 |
3.1000 1.8636 |
1.8140 |
| 720-01-E | Erosion Control System, Flexible Channel Liner (Type E) | SQYD | QTR: YTD: |
0 2 |
0.0000 4,494.0000 |
.00 11,592.00 |
.0000 2.5794 |
2.5963 |
| 720-01-F | Erosion Control System, Flexible Channel Liner (Type F) | SQYD | QTR: YTD: |
0 1 |
0.0000 577.0000 |
.00 2,019.50 |
.0000 3.5000 |
2.8930 |
| 721-01 | Mowing | ACRE | QTR: YTD: |
0 1 |
0.0000 2,320.0000 |
.00 46,400.00 |
.0000 20.0000 |
65.0719 |
| 722-01 | Project Site Laboratory | EACH | QTR: YTD: |
5 13 |
5.0000 13.0000 |
82,000.00 181,500.07 |
16,400.0000 13,961.5438 |
14,168.8823 |
| 722-02 | Project Site Laboratory (Equipped) | EACH | QTR: YTD: |
1 5 |
1.0000 5.0000 |
10,000.00 104,000.00 |
10,000.0000 20,800.0000 |
20,127.8033 |
| 723-01 | Granular Material (Net Section) | CUYD | QTR: YTD: |
2 5 |
9,840.0000 11,640.0000 |
279,520.00 329,520.00 |
28.4065 28.3093 |
86.6700 |
| 723-02 | Granular Material (Vehicular Measurement) | CUYD | QTR: YTD: |
1 4 |
675.0000 2,650.0000 |
32,400.00 104,700.00 |
48.0000 39.5094 |
30.5000 |
| 725-01 | Temporary Detour Roads | SQYD | QTR: YTD: |
5 6 |
7,186.3000 9,460.5000 |
705,301.00 875,866.00 |
98.1452 92.5814 |
68.6467 |
| 725-02 | Temporary Detour Bridging | LNFT | QTR: YTD: |
0 1 |
0.0000 160.0000 |
.00 192,000.00 |
.0000 1,200.0000 |
.0000 |
| 725-03 | Low Profile Runaround | EACH | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 180,000.00 |
.0000 180,000.0000 |
2,463.4146 |
| 726-01 | Bedding Material | CUYD | QTR: YTD: |
14 28 |
8,145.4000 12,533.4000 |
665,426.72 866,321.42 |
81.6936 69.1210 |
74.9094 |
| 728-01 | Jacked or Bored Pipe (Size,Type,Class, or Thickness) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,095.7071 |
| 729-01 | Sign (Type A) | SQFT | QTR: YTD: |
9 18 |
2,915.2000 26,378.2000 |
75,626.60 472,271.85 |
25.9422 17.9039 |
26.2352 |
| 729-02 | Sign (Type B) | SQFT | QTR: YTD: |
2 4 |
147.0000 354.8000 |
4,507.20 10,642.80 |
30.6612 29.9966 |
25.8791 |
| 729-03 | Sign (Type C) | SQFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.0000 |
| 729-04 | Sign (Type D) | SQFT | QTR: YTD: |
2 3 |
1,281.3000 3,236.8000 |
41,347.00 84,368.00 |
32.2696 26.0652 |
28.0880 |
| 729-05 | Sign (Type E) | SQFT | QTR: YTD: |
1 2 |
320.0000 464.0000 |
8,320.00 11,776.00 |
26.0000 25.3793 |
29.3146 |
| 729-06 | Sign (Overhead Mounted) | SQFT | QTR: YTD: |
2 2 |
6,676.0000 6,676.0000 |
179,858.00 179,858.00 |
26.9410 26.9410 |
30.2596 |
| 729-07 | Sign (Overlay Panel) | SQFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
45.0000 |
| 729-08-A | Mounting (2 1/2" Post) | EACH | QTR: YTD: |
2 5 |
92.0000 120.0000 |
143,175.00 154,895.00 |
1,556.2500 1,290.7917 |
781.6897 |
| 729-08-B | Mounting (3 1/2" Post) | EACH | QTR: YTD: |
2 3 |
51.0000 83.0000 |
34,035.00 58,355.00 |
667.3529 703.0723 |
917.2132 |
| 729-08-C | Mounting (5" Post) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,198.9320 |
| 729-08-E | Mounting (S3 X 5.7) | EACH | QTR: YTD: |
0 1 |
0.0000 8.0000 |
.00 6,400.00 |
.0000 800.0000 |
950.0000 |
| 729-08-F | Mounting (W6 X 12) | EACH | QTR: YTD: |
2 3 |
42.0000 64.0000 |
43,950.00 65,840.00 |
1,046.4286 1,028.7500 |
1,021.3152 |
| 729-08-G | Mounting (W8 X 18) | EACH | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 2,700.00 |
.0000 1,350.0000 |
1,565.1363 |
| 729-08-H | Mounting (W8 X 24) | EACH | QTR: YTD: |
0 1 |
0.0000 18.0000 |
.00 31,500.00 |
.0000 1,750.0000 |
1,959.9852 |
| 729-08-I | Mounting (W10 X 33) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
2,363.6363 |
| 729-09 | Mounting (Overhead Truss)(Ground Mounted) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
54,500.00 54,500.00 |
54,500.0000 54,500.0000 |
77,360.1450 |
| 729-10 | Mounting (Overhead Truss)(Structure Mounted) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
44,500.00 44,500.00 |
44,500.0000 44,500.0000 |
55,000.0000 |
| 729-11 | Mounting (Overhead Cantilever)(Ground Mounted) | EACH | QTR: YTD: |
1 1 |
3.0000 3.0000 |
93,000.00 93,000.00 |
31,000.0000 31,000.0000 |
38,291.3200 |
| 729-12 | Mounting (Overhead Cantilever)(Structure Mounted) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
33,360.0000 |
| 729-13 | Mounting (Bridge Fascia Mounted) | EACH | QTR: YTD: |
1 1 |
1.0000 1.0000 |
7,700.00 7,700.00 |
7,700.0000 7,700.0000 |
7,610.0966 |
| 729-14 | Delineator Assembly (Ground Mounted) | EACH | QTR: YTD: |
0 1 |
0.0000 16.0000 |
.00 1,200.00 |
.0000 75.0000 |
75.0000 |
| 729-15 | Delineator Assembly (Structure Mounted) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 729-16-A | Object Marker Assembly (Type 1) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
90.0000 |
| 729-16-B | Object Marker Assembly (Type 2) | EACH | QTR: YTD: |
4 17 |
38.0000 240.0000 |
2,560.00 19,106.00 |
67.3684 79.6083 |
66.8487 |
| 729-16-C | Object Marker Assembly (Type 3) | EACH | QTR: YTD: |
9 22 |
117.0000 252.0000 |
9,275.00 21,201.00 |
79.2735 84.1310 |
85.7354 |
| 729-17 | Milepost Assembly (Ground Mounted) | EACH | QTR: YTD: |
0 1 |
0.0000 4.0000 |
.00 1,100.00 |
.0000 275.0000 |
287.4718 |
| 729-18 | Milepost Assembly (Structure Mounted) | EACH | QTR: YTD: |
1 1 |
4.0000 4.0000 |
1,000.00 1,000.00 |
250.0000 250.0000 |
200.0000 |
| 729-19 | Dead end Road Installations (Type) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,150.0000 |
| 729-19-A | Dead end Road Installations(Type A) | EACH | QTR: YTD: |
0 3 |
0.0000 7.0000 |
.00 9,252.92 |
.0000 1,321.8457 |
1,976.8518 |
| 729-19-B | Dead end Road Installations(Type B) | EACH | QTR: YTD: |
1 2 |
2.0000 3.0000 |
4,400.00 5,800.00 |
2,200.0000 1,933.3333 |
1,020.0000 |
| 729-19-C | Dead end Road Installations(Type C) | EACH | QTR: YTD: |
0 1 |
0.0000 30.0000 |
.00 24,000.00 |
.0000 800.0000 |
586.6666 |
| 729-20 | Footings For Overhead Mountings (Type) | EACH | QTR: YTD: |
1 1 |
8.0000 8.0000 |
184,000.00 184,000.00 |
23,000.0000 23,000.0000 |
26,500.0000 |
| 729-21 | U-Channel Post | EACH | QTR: YTD: |
6 10 |
148.0000 2,513.0000 |
10,595.00 175,425.00 |
71.5878 69.8070 |
122.7064 |
| 730-01 | Trenching and Backfilling | LNFT | QTR: YTD: |
2 4 |
4,040.0000 10,440.0000 |
13,634.00 31,534.00 |
3.3748 3.0205 |
4.1710 |
| 730-02 | Conduit With Conductors (Size & Type) | LNFT | QTR: YTD: |
1 1 |
3,000.0000 3,000.0000 |
27,600.00 27,600.00 |
9.2000 9.2000 |
25.0000 |
| 730-04 | Jacking or Bored Casing (Size & Type) | LNFT | QTR: YTD: |
2 3 |
775.0000 1,085.0000 |
23,750.00 31,531.00 |
30.6452 29.0608 |
20.3872 |
| 730-05 | Light Pole (Size & Type) | EACH | QTR: YTD: |
2 3 |
60.0000 78.0000 |
296,560.00 359,560.00 |
4,942.6667 4,609.7436 |
4,031.7647 |
| 730-06 | High Mast Pole (Size & Type) | EACH | QTR: YTD: |
1 1 |
5.0000 5.0000 |
130,000.00 130,000.00 |
26,000.0000 26,000.0000 |
76,908.0000 |
| 730-07 | Luminaire (Size & Type) | EACH | QTR: YTD: |
1 2 |
56.0000 74.0000 |
74,200.00 101,200.00 |
1,325.0000 1,367.5676 |
500.0000 |
| 730-08 | Electrical Service Point (Type) | EACH | QTR: YTD: |
3 4 |
5.0000 7.0000 |
29,830.00 47,130.00 |
5,966.0000 6,732.8571 |
6,859.5012 |
| 730-10 | Fabricated Light Pole Support | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,020.0000 |
| 730-12 | Removal and Storage of Light Poles (Size & Type) | EACH | QTR: YTD: |
1 1 |
47.0000 47.0000 |
8,460.00 8,460.00 |
180.0000 180.0000 |
351.0000 |
| 730-13 | Removal and Disposal of Light Poles Foundations (Size & Type) | EACH | QTR: YTD: |
1 1 |
47.0000 47.0000 |
28,670.00 28,670.00 |
610.0000 610.0000 |
621.8131 |
| 730-14 | Removal and Disposal of Luminaires (Size & Type) | EACH | QTR: YTD: |
1 1 |
47.0000 47.0000 |
2,726.00 2,726.00 |
58.0000 58.0000 |
185.4166 |
| 730-15 | Relocate Light Poles (Size & Type) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3,833.3333 |
| 730-16 | Underground Junction Box (Size) | EACH | QTR: YTD: |
2 2 |
8.0000 8.0000 |
4,410.00 4,410.00 |
551.2500 551.2500 |
1,283.2178 |
| 730-17 | Structure Junction Box (Size) | EACH | QTR: YTD: |
1 1 |
9.0000 9.0000 |
7,110.00 7,110.00 |
790.0000 790.0000 |
550.0000 |
| 730-18 | Service Pole | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,400.0000 |
| 731-01 | Nonreflectorized Raised Pavement Markers | EACH | QTR: YTD: |
1 2 |
748.0000 982.0000 |
8,976.00 13,246.50 |
12.0000 13.4893 |
13.7998 |
| 731-02 | Reflectorized Raised Pavement Markers | EACH | QTR: YTD: |
18 71 |
56,412.0000 304,367.0000 |
283,599.55 1,235,414.35 |
5.0273 4.0590 |
5.1667 |
| 732-01 | Plastic Pavement Striping ( " Width) | LNFT | QTR: YTD: |
0 1 |
0.0000 3,381.0000 |
.00 2,704.80 |
.0000 .8000 |
.0000 |
| 732-01-A | Plastic Pavement Striping (4" Width) | LNFT | QTR: YTD: |
4 9 |
96,339.0000 258,492.0000 |
48,213.00 108,019.58 |
.5005 .4179 |
.5576 |
| 732-01-A-01 | Plastic Pavement Striping (4" Width) Preformed Marking Tape (Type) | LNFT | QTR: YTD: |
1 1 |
510.0000 510.0000 |
255.00 255.00 |
.5000 .5000 |
.0000 |
| 732-01-A-02 | Plast Pvmt Striping (4" Width) Hot Applied Thermoplastic (Inverted Profile) | LNFT | QTR: YTD: |
1 1 |
180.0000 180.0000 |
360.00 360.00 |
2.0000 2.0000 |
.0000 |
| 732-01-A-03 | Plastic Pavement Striping (4" Width)(Hot Appl Thermo)(40 mil Thickness) | LNFT | QTR: YTD: |
1 2 |
410.0000 710.0000 |
205.00 331.00 |
.5000 .4662 |
.0000 |
| 732-01-B | Plastic Pavement Striping (6" Width) | LNFT | QTR: YTD: |
6 14 |
32,165.0000 64,391.0000 |
27,223.05 55,182.45 |
.8464 .8570 |
.7214 |
| 732-01-C | Plastic Pavement Striping (8" Width) | LNFT | QTR: YTD: |
10 30 |
24,771.0000 88,848.0000 |
30,992.10 98,827.75 |
1.2511 1.1123 |
1.4405 |
| 732-01-C-03 | Plastic Pavement Striping (8" Width) Hot Appl Thermo (40 mil Thickness) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
.9521 |
| 732-01-D | Plastic Pavement Striping (12" Width) | LNFT | QTR: YTD: |
6 18 |
4,841.0000 12,373.0000 |
13,752.80 33,598.80 |
2.8409 2.7155 |
2.2088 |
| 732-01-D-03 | Plastic Pavement Striping (12" Width) Hot Appl Thermo (40 mil Thickness) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1.2000 |
| 732-01-E | Plastic Pavement Striping (24" Width) | LNFT | QTR: YTD: |
13 39 |
13,897.0000 33,969.0000 |
58,810.75 142,737.00 |
4.2319 4.2020 |
3.9031 |
| 732-01-E-03 | Plastic Pavement Striping (24" Width) Hot Appl Thermo (40 mil Thickness) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
3.0000 |
| 732-02-A | Plastic Pavement Striping (Solid Line) (4" Width) | MILE | QTR: YTD: |
15 54 |
176.2810 1,326.3340 |
439,747.52 2,755,427.26 |
2,494.5826 2,077.4762 |
2,605.0237 |
| 732-02-A-02 | Plast Pvmt Striping(Solid Line)(4" Width)Hot Appl Thermo (Inverted Profile) | MILE | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
40,000.0000 |
| 732-02-A-03 | Plast Pvmt Striping(Solid Line)(4" Width)Hot Appl Thermo (40mil Thickness) | MILE | QTR: YTD: |
1 6 |
42.5040 345.0410 |
44,629.20 360,494.65 |
1,050.0000 1,044.7879 |
1,155.0137 |
| 732-02-B | Plastic Pavement Striping (Solid Line) (6" Width) | MILE | QTR: YTD: |
2 2 |
0.3020 0.3020 |
1,287.00 1,287.00 |
4,261.5894 4,261.5894 |
3,992.0590 |
| 732-02-C | Plastic Pavement Striping (Solid Line) (8" Width) | MILE | QTR: YTD: |
6 15 |
22.0460 47.4680 |
131,295.90 220,175.28 |
5,955.5430 4,638.3939 |
5,467.3660 |
| 732-02-C-03 | Plast Pvmt Striping(Solid Line)(8"Width) Hot Appl Thermo (40 mil Thickness) | MILE | QTR: YTD: |
1 4 |
2.3090 13.5370 |
6,638.38 48,792.38 |
2,875.0022 3,604.3717 |
3,500.0000 |
| 732-02-D | Plastic Pavement Striping (Solid Line) (12" Width) | MILE | QTR: YTD: |
1 1 |
0.0380 0.0380 |
349.60 349.60 |
9,200.0000 9,200.0000 |
8,745.7142 |
| 732-02-E | Plastic Pavement Striping (Solid Line) (24" Width) | MILE | QTR: YTD: |
2 4 |
0.3980 0.6470 |
9,003.60 12,943.44 |
22,622.1106 20,005.3168 |
18,282.7724 |
| 732-03 | Plastic Pavement Striping (Broken Line)( " Width) | MILE | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,000.0000 |
| 732-03-A | Plastic Pavement Striping (Broken Line)(4" Width) | MILE | QTR: YTD: |
15 49 |
74.9920 435.6330 |
67,758.00 327,963.86 |
903.5364 752.8444 |
836.1818 |
| 732-03-A-01 | Plastic Pvmt Striping (Broken Line)(4"Width)Preformed Marking Tape (Type) | MILE | QTR: YTD: |
3 7 |
22.9730 67.6180 |
113,825.00 262,622.56 |
4,954.7295 3,883.9149 |
4,298.1560 |
| 732-03-A-03 | Plastic Pvmt Striping(Broken Line)(4" Width) Hot Appl Thermo (40 mil Thick) | MILE | QTR: YTD: |
1 4 |
22.0700 61.1190 |
10,924.65 38,873.40 |
495.0000 636.0281 |
554.5035 |
| 732-04-A | Plastic Pavement Legends & Symbols (Arrow) | EACH | QTR: YTD: |
15 37 |
514.0000 1,031.0000 |
110,470.00 217,236.00 |
214.9222 210.7042 |
192.0752 |
| 732-04-B | Plastic Pavement Legends & Symbols (Double Arrow) | EACH | QTR: YTD: |
4 8 |
29.0000 48.0000 |
6,505.00 11,165.00 |
224.3103 232.6042 |
221.1519 |
| 732-04-C | Plastic Pavement Legends & Symbols (Only) | EACH | QTR: YTD: |
12 33 |
241.0000 567.0000 |
52,800.00 122,810.00 |
219.0871 216.5961 |
227.3814 |
| 732-04-D | Plastic Pavement Legends & Symbols (RR Crossing) | EACH | QTR: YTD: |
1 8 |
4.0000 121.0000 |
1,800.00 56,500.00 |
450.0000 466.9421 |
513.7901 |
| 732-04-E | Plastic Pavement Legends & Symbols (School Crossing) | EACH | QTR: YTD: |
5 11 |
13.0000 29.0000 |
5,155.00 12,535.00 |
396.5385 432.2414 |
435.5263 |
| 732-05 | Removal of Existing Markings | MILE | QTR: YTD: |
11 30 |
62.2330 255.6980 |
278,600.69 898,785.11 |
4,476.7357 3,515.0260 |
4,020.7872 |
| 733-01 | Concrete Roadway Barrier (Type) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
255.3808 |
| 734-01 | Rubblizing Portland Cement Concrete Pavement | SQYD | QTR: YTD: |
0 2 |
0.0000 124,585.0000 |
.00 604,811.20 |
.0000 4.8546 |
3.5000 |
| 735-01 | Mailboxes | EACH | QTR: YTD: |
6 22 |
116.0000 706.0000 |
497.00 3,666.64 |
4.2845 5.1935 |
6.3637 |
| 735-02 | Mailbox Supports (Single) | EACH | QTR: YTD: |
6 22 |
116.0000 650.0000 |
17,199.00 76,019.00 |
148.2672 116.9523 |
117.8934 |
| 735-03 | Mailbox Supports (Double) | EACH | QTR: YTD: |
0 6 |
0.0000 27.0000 |
.00 4,525.00 |
.0000 167.5926 |
161.9563 |
| 735-04 | Mailbox Supports (Multiple) | EACH | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 575.00 |
.0000 287.5000 |
277.1114 |
| 736-01 | Trenching and Backfilling | LNFT | QTR: YTD: |
4 8 |
12,043.0000 13,593.0000 |
55,955.50 65,405.50 |
4.6463 4.8117 |
3.2570 |
| 736-02 | Conduit With Conductors (Size & Type) | LNFT | QTR: YTD: |
0 1 |
0.0000 145.0000 |
.00 290.00 |
.0000 2.0000 |
2.7500 |
| 736-03 | Jacked or Bored Conduit (Size & Type) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
23.7386 |
| 736-04 | Signal Support (Size & Type) | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7,000.0000 |
| 736-04-A | Signal Support (Foundation Only) (Size & Type) | EACH | QTR: YTD: |
1 2 |
2.0000 3.0000 |
30,000.00 42,000.00 |
15,000.0000 14,000.0000 |
10,637.5000 |
| 736-05-A | Signal Heads (Retrofitted With Led'S) | EACH | QTR: YTD: |
1 1 |
16.0000 16.0000 |
12,800.00 12,800.00 |
800.0000 800.0000 |
1,096.7567 |
| 736-06 | Signal Service | EACH | QTR: YTD: |
2 2 |
4.0000 4.0000 |
7,000.00 7,000.00 |
1,750.0000 1,750.0000 |
2,135.8695 |
| 736-08 | Signal Controller | EACH | QTR: YTD: |
1 2 |
3.0000 5.0000 |
75,000.00 125,000.00 |
25,000.0000 25,000.0000 |
25,995.8333 |
| 736-09 | Loop Detector | LNFT | QTR: YTD: |
4 14 |
5,980.0000 9,510.0000 |
61,700.00 112,992.00 |
10.3177 11.8814 |
14.0016 |
| 736-10 | Underground Junction Box | EACH | QTR: YTD: |
0 1 |
0.0000 2.0000 |
.00 1,100.00 |
.0000 550.0000 |
472.6153 |
| 736-11 | Conduit (Size & Type) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5.0000 |
| 737-01-A | Painted Traffic Striping (Solid Line)(4" Width) | MILE | QTR: YTD: |
0 5 |
0.0000 181.8100 |
.00 112,775.15 |
.0000 620.2912 |
576.7161 |
| 737-02-A | Painted Traffic Striping (Broken Line)(4" Width) | MILE | QTR: YTD: |
0 5 |
0.0000 44.9280 |
.00 17,971.20 |
.0000 400.0000 |
300.6672 |
| 737-03 | Painted Traffic Striping (Solid Line) | LNFT | QTR: YTD: |
0 1 |
0.0000 816.0000 |
.00 204.00 |
.0000 .2500 |
.0000 |
| 737-03-A | Painted Traffic Striping (Solid Line)(4" Width) | LNFT | QTR: YTD: |
0 1 |
0.0000 1,650.0000 |
.00 2,062.50 |
.0000 1.2500 |
.2500 |
| 737-03-C | Painted Traffic Striping (Solid Line)(8" Width) | LNFT | QTR: YTD: |
0 1 |
0.0000 1,950.0000 |
.00 585.00 |
.0000 .3000 |
.5000 |
| 737-03-D | Painted Traffic Striping (Solid Line)(12" Width) | LNFT | QTR: YTD: |
0 1 |
0.0000 1,350.0000 |
.00 2,700.00 |
.0000 2.0000 |
7.0000 |
| 737-03-E | Painted Traffic Striping (Solid Line)(24" Width) | LNFT | QTR: YTD: |
0 2 |
0.0000 60.0000 |
.00 60.00 |
.0000 1.0000 |
2.6052 |
| 738-01 | Mulch Sodding | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
18.0000 |
| 739-01 | Hydro-Seeding | ACRE | QTR: YTD: |
2 10 |
2.6900 63.4800 |
5,030.00 75,500.73 |
1,869.8885 1,189.3625 |
1,132.4328 |
| 741-04 | Fire Hydrant | EACH | QTR: YTD: |
1 1 |
5.0000 5.0000 |
20,000.00 20,000.00 |
4,000.0000 4,000.0000 |
2,800.0000 |
| 741-06 | Relocating Fire Hydrant | EACH | QTR: YTD: |
0 2 |
0.0000 2.0000 |
.00 11,000.00 |
.0000 5,500.0000 |
1,400.0000 |
| 741-07 | Relocating Water Valve | EACH | QTR: YTD: |
0 1 |
0.0000 1.0000 |
.00 2,500.00 |
.0000 2,500.0000 |
851.8518 |
| 741-08 | Relocating Water Meter | EACH | QTR: YTD: |
0 1 |
0.0000 5.0000 |
.00 2,000.00 |
.0000 400.0000 |
459.3750 |
| 741-09 | Adjusting Water House Connections | EACH | QTR: YTD: |
2 3 |
75.0000 78.0000 |
17,000.00 18,245.00 |
226.6667 233.9103 |
279.7619 |
| 741-10 | Adjusting Water Service Lines | LNFT | QTR: YTD: |
1 2 |
660.0000 960.0000 |
3,300.00 5,100.00 |
5.0000 5.3125 |
7.9436 |
| 741-11 | Adjusting Water Valve and Meter Box | EACH | QTR: YTD: |
0 3 |
0.0000 5.0000 |
.00 3,300.00 |
.0000 660.0000 |
538.2916 |
| 741-12 | Removing Water Valve Including Box | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 741-13 | Removing Fire Hydrant | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
1,200.0000 |
| 741-14 | Concrete Blocking | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
200.0000 |
| 742-01 | Sanitary Sewer Pipe ( | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
25.0000 |
| 742-02 | Adjusting Sanitary Sewer House Connections | EACH | QTR: YTD: |
1 2 |
20.0000 23.0000 |
6,000.00 6,900.00 |
300.0000 300.0000 |
1,233.3333 |
| 742-03 | Adjusting Sanitary Sewer Service Lines | LNFT | QTR: YTD: |
0 1 |
0.0000 300.0000 |
.00 2,400.00 |
.0000 8.0000 |
85.0000 |
| 742-04 | Casing ( | LNFT | QTR: YTD: |
1 1 |
5.0000 5.0000 |
250.00 250.00 |
50.0000 50.0000 |
.0000 |
| 802-01 | Structural Excavation | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
20.0000 |
| 802-02 | Structural Excavation For Intermediate Bents | CUYD | QTR: YTD: |
1 1 |
3,910.2000 3,910.2000 |
782,040.00 782,040.00 |
200.0000 200.0000 |
169.6771 |
| 803-03 | Steel Sheet Pile Wall | SQFT | QTR: YTD: |
2 2 |
40,309.0000 40,309.0000 |
514,845.00 514,845.00 |
12.7725 12.7725 |
44.0421 |
| 804-01-A | Precast Concrete Piles (12") | LNFT | QTR: YTD: |
0 1 |
0.0000 232.0000 |
.00 15,080.00 |
.0000 65.0000 |
50.0000 |
| 804-01-B | Precast Concrete Piles (14") | LNFT | QTR: YTD: |
5 8 |
52,690.0000 58,753.0000 |
2,373,693.00 2,693,589.00 |
45.0502 45.8460 |
48.2694 |
| 804-01-C | Precast Concrete Piles (16") | LNFT | QTR: YTD: |
1 2 |
8,010.0000 15,803.0000 |
440,550.00 986,060.00 |
55.0000 62.3970 |
65.0652 |
| 804-01-D | Precast Concrete Piles (18") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
74.6178 |
| 804-01-F | Precast Concrete Piles (24") | LNFT | QTR: YTD: |
1 5 |
2,520.0000 16,470.0000 |
226,800.00 1,670,400.00 |
90.0000 101.4208 |
99.5112 |
| 804-01-G | Precast Concrete Piles (30") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
140.5415 |
| 804-02-A | Treated Timber Piles (Noncoastal Treatment) | LNFT | QTR: YTD: |
1 1 |
8,640.0000 8,640.0000 |
259,200.00 259,200.00 |
30.0000 30.0000 |
17.0000 |
| 804-02-B | Treated Timber Piles (Coastal Treatment) | LNFT | QTR: YTD: |
0 1 |
0.0000 16,020.0000 |
.00 320,400.00 |
.0000 20.0000 |
20.0000 |
| 804-03 | Steel Piles (Size) | LNFT | QTR: YTD: |
0 1 |
0.0000 1,050.0000 |
.00 162,750.00 |
.0000 155.0000 |
.0000 |
| 804-03-I | Steel Piles (HP 14X117) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
150.0000 |
| 804-05 | Precast Concrete Test Piles | EACH | QTR: YTD: |
1 1 |
7.0000 7.0000 |
315,000.00 315,000.00 |
45,000.0000 45,000.0000 |
23,890.9200 |
| 804-07 | Steel Test Piles | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
50,000.0000 |
| 804-09 | Loading Test Piles | EACH | QTR: YTD: |
1 2 |
7.0000 9.0000 |
35,000.00 95,000.00 |
5,000.0000 10,555.5556 |
20,598.3606 |
| 804-10 | Reloading Test Piles | EACH | QTR: YTD: |
1 2 |
7.0000 9.0000 |
17,500.00 19,500.00 |
2,500.0000 2,166.6667 |
4,758.5874 |
| 804-11 | Redriving Test Piles | EACH | QTR: YTD: |
1 2 |
7.0000 9.0000 |
14,000.00 16,000.00 |
2,000.0000 1,777.7778 |
2,410.2266 |
| 804-12 | Loading Permanent Piles | EACH | QTR: YTD: |
6 12 |
12.0000 21.0000 |
94,001.00 128,503.00 |
7,833.4167 6,119.1905 |
4,699.2040 |
| 804-17 | Dynamic Monitoring | EACH | QTR: YTD: |
1 2 |
21.0000 27.0000 |
26,250.00 38,250.00 |
1,250.0000 1,416.6667 |
1,131.4187 |
| 805-01 | Class a Concrete | CUYD | QTR: YTD: |
1 2 |
8.8300 20.3700 |
22,958.00 37,383.00 |
2,600.0000 1,835.1988 |
2,100.0000 |
| 805-01-A | Class a Concrete (Pipe Headwalls) | CUYD | QTR: YTD: |
1 1 |
23.8500 23.8500 |
29,307.36 29,307.36 |
1,228.8201 1,228.8201 |
1,032.2911 |
| 805-01-B | Class a Concrete (Box Culvert Headwalls) | CUYD | QTR: YTD: |
3 7 |
119.7100 305.5700 |
132,470.00 352,730.95 |
1,106.5909 1,154.3376 |
1,054.2677 |
| 805-01-C | Class a Concrete (Retaining Walls) | CUYD | QTR: YTD: |
2 2 |
677.0700 677.0700 |
408,069.50 408,069.50 |
602.6991 602.6991 |
1,338.4737 |
| 805-01-D | Class a Concrete (Footings) | CUYD | QTR: YTD: |
1 2 |
1,509.1800 2,384.0200 |
603,672.00 1,478,512.00 |
400.0000 620.1760 |
584.2742 |
| 805-01-E | Class a Concrete (Piers) | CUYD | QTR: YTD: |
0 1 |
0.0000 958.8000 |
.00 1,917,600.00 |
.0000 2,000.0000 |
1,350.0000 |
| 805-01-F | Class a Concrete (Bents) | CUYD | QTR: YTD: |
3 8 |
2,407.2100 3,911.4400 |
2,194,354.80 3,271,881.60 |
911.5760 836.4903 |
927.4580 |
| 805-01-H | Class a Concrete (Counterweights) | CUYD | QTR: YTD: |
0 1 |
0.0000 276.0000 |
.00 414,000.00 |
.0000 1,500.0000 |
1,150.0000 |
| 805-03 | Class Aa Concrete | CUYD | QTR: YTD: |
5 9 |
7,229.4700 8,243.6600 |
5,454,817.20 6,648,865.40 |
754.5252 806.5429 |
749.0120 |
| 805-04 | Class Aa(M) Concrete | CUYD | QTR: YTD: |
0 4 |
0.0000 2,329.2500 |
.00 1,629,292.84 |
.0000 699.4925 |
751.6475 |
| 805-06 | Class R Concrete | CUYD | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
278.4246 |
| 805-08-B | Precast-Prestressed Concrete Girders (Type II) | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
123.7252 |
| 805-08-C | Precast-Prestressed Concrete Girders (Type III) | LNFT | QTR: YTD: |
2 3 |
13,643.9000 14,745.3000 |
1,605,668.00 1,716,358.70 |
117.6839 116.4004 |
102.0105 |
| 805-08-D | Precast-Prestressed Concrete Girders (Type Iv) | LNFT | QTR: YTD: |
1 2 |
378.0000 3,378.0000 |
49,140.00 523,140.00 |
130.0000 154.8668 |
168.1053 |
| 805-08-G | Precast-Prestressed Concrete Girders (Type Bt-72) | LNFT | QTR: YTD: |
1 2 |
476.7000 2,280.3000 |
104,874.00 413,289.60 |
220.0000 181.2435 |
230.8365 |
| 805-08-H | Precast-Prestressed Concrete Girders (Type Quad Beam) | LNFT | QTR: YTD: |
1 4 |
2,212.0000 4,898.0000 |
143,780.00 353,130.00 |
65.0000 72.0968 |
81.2066 |
| 805-09 | Expansion Joint Seal | LNFT | QTR: YTD: |
1 3 |
10,921.6000 13,224.1000 |
109,216.00 183,257.00 |
10.0000 13.8578 |
.0000 |
| 805-10 | Bridge Superstructure & Substructure | SPAN | QTR: YTD: |
1 1 |
2.0000 2.0000 |
70,000.00 70,000.00 |
35,000.0000 35,000.0000 |
.0000 |
| 805-11 | Strip Seal Joints | LNFT | QTR: YTD: |
2 5 |
870.3300 1,550.1600 |
149,204.45 275,431.15 |
171.4343 177.6792 |
180.0392 |
| 805-12-A | Reinforced Concrete Box Culverts (4'X 3') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
785.0649 |
| 805-12-B | Reinforced Concrete Box Culverts (5'X 3') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
600.0000 |
| 805-12-C | Reinforced Concrete Box Culverts (6'X 3') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
390.0000 |
| 805-12-E | Reinforced Concrete Box Culverts (4'X 4') | LNFT | QTR: YTD: |
1 1 |
198.0000 198.0000 |
79,200.00 79,200.00 |
400.0000 400.0000 |
304.5088 |
| 805-12-F | Reinforced Concrete Box Culverts (5'X 4') | LNFT | QTR: YTD: |
1 1 |
176.0000 176.0000 |
59,840.00 59,840.00 |
340.0000 340.0000 |
477.3638 |
| 805-12-G | Reinforced Concrete Box Culverts (6'X 4') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
594.4000 |
| 805-12-H | Reinforced Concrete Box Culverts (7'X 4') | LNFT | QTR: YTD: |
0 1 |
0.0000 256.0000 |
.00 140,800.00 |
.0000 550.0000 |
530.0000 |
| 805-12-I | Reinforced Concrete Box Culverts (5'X 5') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
454.2863 |
| 805-12-J | Reinforced Concrete Box Culverts (6'X 5') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
555.5000 |
| 805-12-K | Reinforced Concrete Box Culverts (7'X 5') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
550.0000 |
| 805-12-M | Reinforced Concrete Box Culverts (6'X 6') | LNFT | QTR: YTD: |
0 2 |
0.0000 298.4000 |
.00 129,040.00 |
.0000 432.4397 |
543.6666 |
| 805-12-N | Reinforced Concrete Box Culverts (7'X 6') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
855.5785 |
| 805-12-P | Reinforced Concrete Box Culverts (7'X 7') | LNFT | QTR: YTD: |
1 2 |
358.0000 609.6000 |
205,850.00 375,931.60 |
575.0000 616.6857 |
721.1364 |
| 805-12-Q | Reinforced Concrete Box Culverts (8'X 7') | LNFT | QTR: YTD: |
0 1 |
0.0000 174.6000 |
.00 138,981.60 |
.0000 796.0000 |
.0000 |
| 805-12-R | Reinforced Concrete Box Culverts (9'X 7') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
820.0000 |
| 805-12-S | Reinforced Concrete Box Culverts (8'X 8') | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
760.1239 |
| 805-12-X | Reinforced Concrete Box Culverts (10'X 10') | LNFT | QTR: YTD: |
0 1 |
0.0000 530.0000 |
.00 636,000.00 |
.0000 1,200.0000 |
1,038.8810 |
| 806-01 | Deformed Reinforcing Steel | LB | QTR: YTD: |
8 15 |
2,674,288.0000 3,900,606.0000 |
2,041,030.78 3,283,215.83 |
.7632 .8417 |
1.2364 |
| 806-02 | Deformed Reinforcing Steel (Epoxy Coated) | LB | QTR: YTD: |
0 1 |
0.0000 569,139.0000 |
.00 483,768.15 |
.0000 .8500 |
1.2791 |
| 808-01 | Steel Grid Flooring | SQFT | QTR: YTD: |
1 2 |
20,100.0000 25,038.7000 |
1,115,550.00 1,535,339.50 |
55.5000 61.3187 |
51.4104 |
| 810-01 | Concrete Railing (Type) | LNFT | QTR: YTD: |
0 5 |
0.0000 5,466.3800 |
.00 359,778.97 |
.0000 65.8167 |
72.7318 |
| 810-02 | Steel Railing | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
175.0000 |
| 810-03 | Pipe Railing | LNFT | QTR: YTD: |
0 1 |
0.0000 999.3100 |
.00 219,848.20 |
.0000 220.0000 |
230.7407 |
| 810-04 | Steel & Concrete Railing | LNFT | QTR: YTD: |
1 1 |
560.0000 560.0000 |
89,600.00 89,600.00 |
160.0000 160.0000 |
200.0000 |
| 810-05 | Pipe & Concrete Railing | LNFT | QTR: YTD: |
2 2 |
1,504.9200 1,504.9200 |
297,885.60 297,885.60 |
197.9412 197.9412 |
.0000 |
| 812-01 | Treated Timber (Type Treatment) | MFBM | QTR: YTD: |
0 1 |
0.0000 12.0000 |
.00 144,000.00 |
.0000 12,000.0000 |
.0000 |
| 812-01-A | Treated Timber (Land and Fresh Water) | MFBM | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
9,426.5673 |
| 812-01-B | Treated Timber (Coastal Treatment) | MFBM | QTR: YTD: |
1 2 |
82.9600 101.9600 |
82.96 285,082.96 |
1.0000 2,796.0275 |
15,000.0000 |
| 813-01 | Concrete Approach Slabs | SQYD | QTR: YTD: |
2 7 |
558.4500 3,618.5000 |
121,290.00 789,921.08 |
217.1904 218.3007 |
215.2319 |
| 813-02 | Concrete Approach Slabs (Pile Supported) | SQYD | QTR: YTD: |
1 1 |
1,241.0400 1,241.0400 |
434,364.00 434,364.00 |
350.0000 350.0000 |
334.1595 |
| 814-01-B | Drilled Shaft (24") | LNFT | QTR: YTD: |
1 2 |
172.0000 500.0000 |
17,200.00 37,372.00 |
100.0000 74.7440 |
100.0000 |
| 814-01-C | Drilled Shaft (30") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
240.2891 |
| 814-01-D | Drilled Shaft (36") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
180.0000 |
| 814-01-E | Drilled Shaft (48") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
513.9300 |
| 814-01-F | Drilled Shaft (60") | LNFT | QTR: YTD: |
0 1 |
0.0000 693.0000 |
.00 266,805.00 |
.0000 385.0000 |
.0000 |
| 814-01-G | Drilled Shaft (72") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
680.0000 |
| 814-02-C | Trial Shaft (30") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
304.3300 |
| 814-02-E | Trial Shaft (48") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
549.1300 |
| 814-02-G | Trial Shaft (72") | LNFT | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |
| 814-04-C | Crosshole Sonic Logging (30") | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
5,779.4800 |
| 814-04-D | Crosshole Sonic Logging (36") | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
300.0000 |
| 814-04-E | Crosshole Sonic Logging (48") | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
7,035.8900 |
| 814-04-F | Crosshole Sonic Logging (60") | EACH | QTR: YTD: |
0 1 |
0.0000 12.0000 |
.00 16,680.00 |
.0000 1,390.0000 |
.0000 |
| 814-04-G | Crosshole Sonic Logging (72") | EACH | QTR: YTD: |
0 0 |
0.0000 0.0000 |
.00 .00 |
.0000 .0000 |
500.0000 |