| |||
| Lead Project: 015-06-0030 | |||
| Parish: CALDWELL | |||
| Routes: US 165, LA 126 | |||
| Description: GRAYSON - COLUMBIA | |||
| Type Const:
clearing and grubbing, grading, drainage struct, lime trmt, cold planing asph pvmt, superpave acp, pccp, traffic signalization, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $25,584,662.41 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $26,145,744.75 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $28,489,705.87 |
| 4 | 21810 | HIGHWAY SPECIALISTS INC. | $30,469,673.54 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - HIGHWAY SPECIALISTS INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 800,000.00 | 800,000.00 | 900,000.00 | 900,000.00 | 950,000.00 | 950,000.00 | 650,000.00 | 650,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 80,000.00 | 80,000.00 | 25,000.00 | 25,000.00 | 125,000.00 | 125,000.00 | 185,000.00 | 185,000.00 |
| 202-02-B-01 | removal of concrete box culvert (10+475.68; 1.06m x 0.94m x 27.00m r.c.box) |
1 | ea | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 202-02-B-02 | removal of concrete box culvert (10+682.07; 1.00m x 0.90m x 19.00m r.c.box) |
1 | ea | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-B-03 | removal of concrete box culvert (11+080.71; 2-1.5m x 1.50m x 13.50m r.c. box) |
1 | ea | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-04 | removal of concrete box culvert (11+826.18; 2-1.80m x 1.80m x 16.00m r.c. box) |
1 | ea | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-05 | removal of concrete box culvert (12+747.63; 1.55m x 1.25m x 12.50m r.c. box) |
1 | ea | 2,400.00 | 2,400.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-B-06 | removal of concrete box culvert (13+147.48; 2.25m x 0.70m x 16.50m r.c. box) |
1 | ea | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-07 | removal of concrete box culvert (13+532.11; 1.60m x 0.65m x 17.00m r.c. box) |
1 | ea | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-B-08 | removal of concrete box culvert (13+936.34; 2-1.50m x 1.07m x 12.5m r.c. box) |
1 | ea | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-09 | removal of concrete box culvert (14+386.83; 0.60m x 0.40m x 13.00m r.c. box) |
1 | ea | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-B-10 | removal of concrete box culvert (14+911.73; 0.91m x 0.63m x 12.50m r.c. box) |
1 | ea | 1,500.00 | 1,500.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-B-11 | removal of concrete box culvert (15+403.57; 2-1.90m x 1.85m x 12.50m r.c. box) |
1 | ea | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-12 | removal of concrete box culvert (16+183.71; 1.52m x 0.40m x 17.00m r.c. box) |
1 | ea | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 |
| 202-02-C | removal of portland cement concrete pavement | 63,088 | sq m | 5.00 | 315,440.00 | 3.20 | 201,881.60 | 3.00 | 189,264.00 | 3.00 | 189,264.00 |
| 202-02-D | removal of concrete walks & drives | 11,323 | sq m | 7.50 | 84,922.50 | 4.50 | 50,953.50 | 7.00 | 79,261.00 | 7.00 | 79,261.00 |
| 202-02-G | removal of surfacing & stabilized base | 51,046.2 | sq m | 2.80 | 142,929.36 | 2.75 | 140,377.05 | 2.00 | 102,092.40 | 3.00 | 153,138.60 |
| 202-02-I | removal of existing signal equipment and related items | lump | lump | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 |
| 202-02-01 | removal of wood frame house (rt. of sta. 11+040; 7.5m x 12m) |
1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-02 | removal of wood frame house (rt. of sta. 11+167; 7.5m x 11m) |
1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 2,300.00 | 2,300.00 | 2,500.00 | 2,500.00 |
| 202-02-03 | removal of mobile home (rt. of sta. 11+196; 4m x 16m) | 1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-04 | removal of metal bldg (lt. of sta. 11+490; 12m x 22.5m) | 1 | ea | 1.00 | 1.00 | 7,500.00 | 7,500.00 | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 |
| 202-02-05 | removal of cinder block & wood bldg (lt. of sta. 11+575; 10m x 23m) |
1 | ea | 1.00 | 1.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 |
| 202-02-06 | removal of brick house (lt. of sta. 11+753; 9m x 12m) | 1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 |
| 202-02-07 | removal of wood shed (lt. of sta. 11+835; 8m x 9m) | 1 | ea | 1.00 | 1.00 | 1,200.00 | 1,200.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-08 | removal of brick house (lt. of sta. 11+875; 10m x 24m) | 1 | ea | 1.00 | 1.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 |
| 202-02-09 | removal of wood carport (lt. of sta. 11+964; 3m x 6m) | 1 | ea | 1.00 | 1.00 | 1,200.00 | 1,200.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-10 | removal of metal building (rt. of sta. 12+007; 6m x 6m) | 1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 202-02-11 | removal of metal building (rt. of sta. 12+014; 14m x 13m) |
1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,900.00 | 4,900.00 |
| 202-02-12 | removal of metal building (rt. of sta. 12+038; 14m x 8.5m) |
1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 3,200.00 | 3,200.00 |
| 202-02-13 | removal of wood bldg (centerline sta. 12+070; 5m x 16m) | 1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-14 | removal of pump island & canopy (rt. of sta. 13+840; 7m x 10m) |
1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 202-02-15 | removal of wood frame house (rt. of sta. 14+175; 10m x 18m) |
1 | ea | 1.00 | 1.00 | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 202-02-16 | removal of wood bldg (rt. of sta. 14+681; 7m x 11m) | 1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-17 | removal of brick house (rt. of sta. 15+074; 21m x 14m) | 1 | ea | 1.00 | 1.00 | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 7,500.00 | 7,500.00 |
| 202-02-18 | removal of concrete bldg (lt. of sta. 16+500; 11m x 20m) |
1 | ea | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 |
| 202-02-19 | removal of pump islands & metal canopy (lt. of sta. 16+520; 12m x 22m) |
1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 202-02-20 | removal of metal bldg (portion in r/w)(lt. of sta. 17+125; 3m x 11m) |
1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-21 | removal of pump island & metal canopy (lt. of sta. 17+244; 4m x 12m) |
1 | ea | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 202-02-22 | removal of wood frame house (centerline of sta. 10+088; 9.5m x 16.5m) |
1 | ea | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 202-02-23 | removal of underground storage tanks (rt. of sta. 13+840; 2 - 10,000 gal tanks) |
2 | ea | 8,000.00 | 16,000.00 | 14,000.00 | 28,000.00 | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 |
| 202-02-24 | removal of underground storage tanks (lt. of sta. 16+520; 3 - 12,000 gal tanks) |
3 | ea | 8,500.00 | 25,500.00 | 16,000.00 | 48,000.00 | 3,000.00 | 9,000.00 | 3,500.00 | 10,500.00 |
| 202-02-25 | removal of cattle guard (sta. 16+662 lt.) | 1 | ea | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 750.00 | 750.00 |
| 202-03-01 | relocation of flashing warning sign (rt. of sta. 13 + 475) |
1 | ea | 1,500.00 | 1,500.00 | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-03-02 | relocation of flashing warning sign (lt. of sta. 13 + 980) |
1 | ea | 1,500.00 | 1,500.00 | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-05 | excavation, disposal and backfilling of contaminated soil |
1,579 | cu m | 85.00 | 134,215.00 | 165.00 | 260,535.00 | 100.00 | 157,900.00 | 115.00 | 181,585.00 |
| 202-06 | removal and disposal of contaminated fluid | 1,893 | l | 0.30 | 567.90 | 0.35 | 662.55 | 0.30 | 567.90 | 1.50 | 2,839.50 |
| 203-01-A | general excavation (plan quantity measurement) | 76,782 | cu m | 5.20 | 399,266.40 | 4.75 | 364,714.50 | 5.50 | 422,301.00 | 5.00 | 383,910.00 |
| 203-02 | drainage excavation | 1,031 | cu m | 12.00 | 12,372.00 | 10.00 | 10,310.00 | 25.00 | 25,775.00 | 15.00 | 15,465.00 |
| 203-04-A | embankment (plan quanity measurement) | 179,111 | cu m | 9.00 | 1,611,999.00 | 9.25 | 1,656,776.75 | 12.00 | 2,149,332.00 | 8.00 | 1,432,888.00 |
| 204-02 | temporary hay or straw bales | 3,759 | ea | 5.00 | 18,795.00 | 5.00 | 18,795.00 | 4.00 | 15,036.00 | 5.00 | 18,795.00 |
| 204-05-A | temporary sediment check dams (hay) | 147 | ea | 100.00 | 14,700.00 | 250.00 | 36,750.00 | 65.00 | 9,555.00 | 100.00 | 14,700.00 |
| 204-05-B | temporary sediment check dams (stone) | 7 | ea | 500.00 | 3,500.00 | 1,000.00 | 7,000.00 | 300.00 | 2,100.00 | 350.00 | 2,450.00 |
| 204-06 | temporary silt fencing | 32,324 | ln m | 3.00 | 96,972.00 | 1.00 | 32,324.00 | 2.45 | 79,193.80 | 3.00 | 96,972.00 |
| 302-02-D | class ii base course (300 mm thick) | 6,731.9 | sq m | 23.00 | 154,833.70 | 23.00 | 154,833.70 | 18.00 | 121,174.20 | 24.00 | 161,565.60 |
| 302-02-E | class ii base course (200 mm thick) | 176,203.4 | sq m | 10.60 | 1,867,756.04 | 13.00 | 2,290,644.20 | 12.00 | 2,114,440.80 | 16.00 | 2,819,254.40 |
| 304-01 | lime | 1,412.00 | Mg | 105.00 | 148,260.00 | 55.00 | 77,660.00 | 100.00 | 141,200.00 | 110.50 | 156,026.00 |
| 304-03-D | lime treatment (type c) (300 mm thick) | 91,800 | sq m | 2.00 | 183,600.00 | 0.10 | 9,180.00 | 1.50 | 137,700.00 | 2.00 | 183,600.00 |
| 305-01 | subgrade layer (300mm thick) | 182,936 | sq m | 6.40 | 1,170,790.40 | 5.50 | 1,006,148.00 | 7.50 | 1,372,020.00 | 6.40 | 1,170,790.40 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
81 | cu m | 65.00 | 5,265.00 | 85.00 | 6,885.00 | 55.00 | 4,455.00 | 40.00 | 3,240.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | cu m | 65.00 | 130,000.00 | 60.00 | 120,000.00 | 45.00 | 90,000.00 | 65.00 | 130,000.00 |
| 502-01 | superpave asphaltic concrete | 3,751.4 | Mg | 110.00 | 412,654.00 | 85.00 | 318,869.00 | 120.00 | 450,168.00 | 100.50 | 377,015.70 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,285.2 | Mg | 170.00 | 218,484.00 | 100.00 | 128,520.00 | 180.00 | 231,336.00 | 150.00 | 192,780.00 |
| 509-01 | cold planing asphaltic pavement | 58,652 | sq m | 1.70 | 99,708.40 | 1.30 | 76,247.60 | 3.00 | 175,956.00 | 1.75 | 102,641.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,933 | cu m | 0.01 | - 29.33 | 1.00 | - 2,933.00 | 0.01 | - 29.33 | 0.01 | - 29.33 |
| 601-01-I | portland cement concrete pavement (225 mm thick) | 162,697.6 | sq m | 36.40 | 5,922,192.64 | 40.00 | 6,507,904.00 | 39.00 | 6,345,206.40 | 48.50 | 7,890,833.60 |
| 601-02-I | portland cement concrete pavement (225 mm thick) (crossovers & turnouts) |
8,450.6 | sq m | 52.00 | 439,431.20 | 50.00 | 422,530.00 | 50.00 | 422,530.00 | 62.00 | 523,937.20 |
| 601-04 | portland cement concrete pavement coring | 214 | ea | 100.00 | 21,400.00 | 90.00 | 19,260.00 | 110.00 | 23,540.00 | 120.00 | 25,680.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 70.0 | ln m | 270.00 | 18,900.00 | 250.00 | 17,500.00 | 330.00 | 23,100.00 | 340.00 | 23,800.00 |
| 701-02-I | cross drain pipe arch (1350 mm equiv. rcpa) | 36.5 | ln m | 450.00 | 16,425.00 | 560.00 | 20,440.00 | 800.00 | 29,200.00 | 580.00 | 21,170.00 |
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 7,579.1 | ln m | 110.00 | 833,701.00 | 90.00 | 682,119.00 | 140.00 | 1,061,074.00 | 100.00 | 757,910.00 |
| 701-03-F-01 | storm drain pipe (375 mm rcvccp) (outfall) | 12.0 | ln m | 160.00 | 1,920.00 | 180.00 | 2,160.00 | 230.00 | 2,760.00 | 160.00 | 1,920.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 1,344.0 | ln m | 130.00 | 174,720.00 | 105.00 | 141,120.00 | 170.00 | 228,480.00 | 110.00 | 147,840.00 |
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 2,003.0 | ln m | 150.00 | 300,450.00 | 140.00 | 280,420.00 | 210.00 | 420,630.00 | 135.00 | 270,405.00 |
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 1,058.0 | ln m | 210.00 | 222,180.00 | 185.00 | 195,730.00 | 260.00 | 275,080.00 | 175.00 | 185,150.00 |
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 527.0 | ln m | 260.00 | 137,020.00 | 250.00 | 131,750.00 | 320.00 | 168,640.00 | 220.00 | 115,940.00 |
| 701-03-M-01 | storm drain pipe (900 mm rcvccp) (outfall) | 7.5 | ln m | 360.00 | 2,700.00 | 410.00 | 3,075.00 | 400.00 | 3,000.00 | 360.00 | 2,700.00 |
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 292.7 | ln m | 340.00 | 99,518.00 | 350.00 | 102,445.00 | 400.00 | 117,080.00 | 320.00 | 93,664.00 |
| 701-03-N-01 | storm drain pipe (1050 mm rcvccp) (outfall) | 11.0 | ln m | 400.00 | 4,400.00 | 550.00 | 6,050.00 | 320.00 | 3,520.00 | 360.00 | 3,960.00 |
| 701-03-O | storm drain pipe (1200 mm rcp/pcp) | 258.0 | ln m | 400.00 | 103,200.00 | 450.00 | 116,100.00 | 570.00 | 147,060.00 | 450.00 | 116,100.00 |
| 701-03-P | storm drain pipe (1350 mm rcp/pcp) | 156.5 | ln m | 460.00 | 71,990.00 | 525.00 | 82,162.50 | 600.00 | 93,900.00 | 470.00 | 73,555.00 |
| 701-03-S | storm drain pipe (1800 mm rcp/pcp) | 118.0 | ln m | 800.00 | 94,400.00 | 920.00 | 108,560.00 | 820.00 | 96,760.00 | 760.00 | 89,680.00 |
| 701-04-A | storm drain pipe arch (375 mm equiv. rcpa) | 46.0 | ln m | 170.00 | 7,820.00 | 150.00 | 6,900.00 | 200.00 | 9,200.00 | 160.00 | 7,360.00 |
| 701-05-G | side drain pipe (450 mm) | 359.0 | ln m | 130.00 | 46,670.00 | 125.00 | 44,875.00 | 160.00 | 57,440.00 | 95.00 | 34,105.00 |
| 701-05-I | side drain pipe (600 mm) | 91.0 | ln m | 160.00 | 14,560.00 | 200.00 | 18,200.00 | 250.00 | 22,750.00 | 120.00 | 10,920.00 |
| 701-05-I-01 | side drain pipe (600 mm) (erosion) | 13.0 | ln m | 200.00 | 2,600.00 | 210.00 | 2,730.00 | 220.00 | 2,860.00 | 120.00 | 1,560.00 |
| 701-05-M | side drain pipe (900 mm) | 25.0 | ln m | 300.00 | 7,500.00 | 300.00 | 7,500.00 | 310.00 | 7,750.00 | 170.00 | 4,250.00 |
| 702-02-F | manholes (mh-01) | 4 | ea | 3,000.00 | 12,000.00 | 4,000.00 | 16,000.00 | 3,000.00 | 12,000.00 | 4,000.00 | 16,000.00 |
| 702-02-G | manholes (r-cb-36) | 17 | ea | 3,300.00 | 56,100.00 | 5,500.00 | 93,500.00 | 3,200.00 | 54,400.00 | 3,250.00 | 55,250.00 |
| 702-03-A | catch basins (cb-01) | 77 | ea | 2,000.00 | 154,000.00 | 2,500.00 | 192,500.00 | 2,700.00 | 207,900.00 | 2,300.00 | 177,100.00 |
| 702-03-B | catch basins (cb-02) | 5 | ea | 3,000.00 | 15,000.00 | 3,200.00 | 16,000.00 | 4,100.00 | 20,500.00 | 4,300.00 | 21,500.00 |
| 702-03-C | catch basins (cb-06) | 277 | ea | 2,600.00 | 720,200.00 | 2,500.00 | 692,500.00 | 3,600.00 | 997,200.00 | 3,100.00 | 858,700.00 |
| 702-03-D | catch basins (cb-07) | 51 | ea | 4,000.00 | 204,000.00 | 3,500.00 | 178,500.00 | 4,000.00 | 204,000.00 | 4,500.00 | 229,500.00 |
| 702-03-F | catch basins (cb-08) | 37 | ea | 5,200.00 | 192,400.00 | 7,500.00 | 277,500.00 | 7,500.00 | 277,500.00 | 7,000.00 | 259,000.00 |
| 702-03-G | catch basins (cb-09) | 13 | ea | 3,200.00 | 41,600.00 | 5,000.00 | 65,000.00 | 3,500.00 | 45,500.00 | 6,000.00 | 78,000.00 |
| 702-03-I | catch basins (paved gutter drain) | 20 | ea | 1,500.00 | 30,000.00 | 2,500.00 | 50,000.00 | 2,000.00 | 40,000.00 | 3,100.00 | 62,000.00 |
| 702-03-J | catch basins (cb-04) | 43 | ea | 1,600.00 | 68,800.00 | 2,400.00 | 103,200.00 | 2,200.00 | 94,600.00 | 1,500.00 | 64,500.00 |
| 702-04-A | adjusting manholes | 20 | ea | 1,000.00 | 20,000.00 | 1,500.00 | 30,000.00 | 350.00 | 7,000.00 | 1,500.00 | 30,000.00 |
| 703-01 | shoulder underdrain systems | 500 | ln m | 25.00 | 12,500.00 | 25.00 | 12,500.00 | 75.00 | 37,500.00 | 30.00 | 15,000.00 |
| 703-02 | shoulder outlet underdrains | 8 | ea | 400.00 | 3,200.00 | 420.00 | 3,360.00 | 1,000.00 | 8,000.00 | 450.00 | 3,600.00 |
| 703-03 | perforated pipe underdrains | 13,650 | ln m | 22.00 | 300,300.00 | 17.00 | 232,050.00 | 25.00 | 341,250.00 | 12.00 | 163,800.00 |
| 705-01 | barbed wire fence | 71 | ln m | 17.50 | 1,242.50 | 16.00 | 1,136.00 | 18.00 | 1,278.00 | 16.00 | 1,136.00 |
| 705-02 | combination mesh & barbed wire fence | 215 | ln m | 21.00 | 4,515.00 | 18.00 | 3,870.00 | 20.00 | 4,300.00 | 16.00 | 3,440.00 |
| 705-03 | single swinging walk gates | 1 | ea | 250.00 | 250.00 | 250.00 | 250.00 | 250.00 | 250.00 | 200.00 | 200.00 |
| 705-04 | single swinging driveway gates | 3 | ea | 400.00 | 1,200.00 | 450.00 | 1,350.00 | 400.00 | 1,200.00 | 400.00 | 1,200.00 |
| 705-06-A | chain link fence (1200 mm height) | 382 | ln m | 42.00 | 16,044.00 | 65.00 | 24,830.00 | 45.00 | 17,190.00 | 60.00 | 22,920.00 |
| 705-06-B | chain link fence (1500 mm height) | 73 | ln m | 56.00 | 4,088.00 | 75.00 | 5,475.00 | 60.00 | 4,380.00 | 66.00 | 4,818.00 |
| 705-06-D | chain link fence (2100 mm height) | 73 | ln m | 94.00 | 6,862.00 | 110.00 | 8,030.00 | 100.00 | 7,300.00 | 101.00 | 7,373.00 |
| 705-07-A | 4-meter single gates for chain link fence (1200mm height) |
5 | ea | 800.00 | 4,000.00 | 600.00 | 3,000.00 | 850.00 | 4,250.00 | 500.00 | 2,500.00 |
| 705-07-D | 4-meter single gates for chain link fence (2100mm height) |
1 | ea | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | 1,050.00 | 1,050.00 | 1,000.00 | 1,000.00 |
| 705-08-A | 8-meter double gates for chain link fence (1200mm height) |
1 | dbgt | 1,500.00 | 1,500.00 | 550.00 | 550.00 | 1,550.00 | 1,550.00 | 500.00 | 500.00 |
| 706-01-A | concrete walk (100 mm thick) | 22.1 | sq m | 55.00 | 1,215.50 | 70.00 | 1,547.00 | 75.00 | 1,657.50 | 80.00 | 1,768.00 |
| 706-02-C | concrete drive (150 mm thick) | 15,270.0 | sq m | 45.00 | 687,150.00 | 42.00 | 641,340.00 | 40.00 | 610,800.00 | 45.00 | 687,150.00 |
| 707-01 | concrete curb | 16,880.0 | ln m | 12.00 | 202,560.00 | 15.00 | 253,200.00 | 8.00 | 135,040.00 | 16.00 | 270,080.00 |
| 707-03 | combination concrete curb & gutter | 84.0 | ln m | 100.00 | 8,400.00 | 75.00 | 6,300.00 | 35.00 | 2,940.00 | 90.00 | 7,560.00 |
| 708-01 | right-of-way monument | 243 | ea | 120.00 | 29,160.00 | 300.00 | 72,900.00 | 200.00 | 48,600.00 | 110.00 | 26,730.00 |
| 713-01 | temporary signs & barricades | lump | lump | 200,000.00 | 200,000.00 | 240,000.00 | 240,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 |
| 713-04-A-01 | temporary pvmt. markings (broken line)(100 mm w)(1.2 m l)(type 1 removable) |
0.500 | km | 4,000.00 | 2,000.00 | 2,200.00 | 1,100.00 | 1,600.00 | 800.00 | 2,000.00 | 1,000.00 |
| 713-04-C-01 | temporary pvmt. markings (broken line)(100 mm w)(0.6 m l)(type 1 removable) |
1.000 | km | 1,500.00 | 1,500.00 | 1,600.00 | 1,600.00 | 1,500.00 | 1,500.00 | 4,000.00 | 4,000.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 30.100 | km | 300.00 | 9,030.00 | 320.00 | 9,632.00 | 300.00 | 9,030.00 | 600.00 | 18,060.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
74.500 | km | 5,800.00 | 432,100.00 | 5,800.00 | 432,100.00 | 5,800.00 | 432,100.00 | 9,000.00 | 670,500.00 |
| 713-06-A-01 | temporary pavement legends and symbols (arrow)(type 1) (removable) |
4 | ea | 200.00 | 800.00 | 220.00 | 880.00 | 500.00 | 2,000.00 | 550.00 | 2,200.00 |
| 713-09 | temporary precast concrete barrier (department furnished) |
70 | ea | 140.00 | 9,800.00 | 250.00 | 17,500.00 | 125.00 | 8,750.00 | 400.00 | 28,000.00 |
| 716-01-A | mulch (vegetative) | 28.7 | hctr | 900.00 | 25,830.00 | 1,300.00 | 37,310.00 | 900.00 | 25,830.00 | 1,250.00 | 35,875.00 |
| 717-01 | seeding | 3,091 | kg | 11.50 | 35,546.50 | 9.00 | 27,819.00 | 12.00 | 37,092.00 | 10.00 | 30,910.00 |
| 718-01 | fertilizer | 70,762 | kg | 0.40 | 28,304.80 | 0.60 | 42,457.20 | 0.50 | 35,381.00 | 0.56 | 39,626.72 |
| 720-01-A | erosion control system, slope protection (type a) | 9,819 | sq m | 1.00 | 9,819.00 | 1.25 | 12,273.75 | 1.30 | 12,764.70 | 1.20 | 11,782.80 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 4,653 | sq m | 1.00 | 4,653.00 | 2.00 | 9,306.00 | 1.50 | 6,979.50 | 1.80 | 8,375.40 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 615 | sq m | 1.00 | 615.00 | 4.00 | 2,460.00 | 5.00 | 3,075.00 | 3.60 | 2,214.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 725-02 | temporary detour roads | 13,829.3 | sq m | 56.00 | 774,440.80 | 60.00 | 829,758.00 | 95.00 | 1,313,783.50 | 64.00 | 885,075.20 |
| 726-01 | bedding material | 7,900.5 | cu m | 45.00 | 355,522.50 | 35.00 | 276,517.50 | 80.00 | 632,040.00 | 60.00 | 474,030.00 |
| 727-01 | mobilization | lump | lump | 2,200,000.00 | 2,200,000.00 | 2,400,000.00 | 2,400,000.00 | 2,000,000.00 | 2,000,000.00 | 3,000,000.00 | 3,000,000.00 |
| 729-01 | sign (type a) | 0.94 | sq m | 400.00 | 376.00 | 400.00 | 376.00 | 250.00 | 235.00 | 300.00 | 282.00 |
| 729-19-A | dead end road installation (type a) | 1 | ea | 4,000.00 | 4,000.00 | 3,200.00 | 3,200.00 | 3,230.00 | 3,230.00 | 3,500.00 | 3,500.00 |
| 729-21 | u-channel post | 1 | ea | 200.00 | 200.00 | 110.00 | 110.00 | 70.00 | 70.00 | 150.00 | 150.00 |
| 731-02 | reflectorized raised pavement markers | 3,914 | ea | 5.00 | 19,570.00 | 5.50 | 21,527.00 | 5.00 | 19,570.00 | 7.50 | 29,355.00 |
| 732-01-A | plastic pavement striping (100 mm width) | 3,258 | ln m | 1.40 | 4,561.20 | 1.40 | 4,561.20 | 1.50 | 4,887.00 | 3.50 | 11,403.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 372 | ln m | 2.70 | 1,004.40 | 2.75 | 1,023.00 | 2.75 | 1,023.00 | 20.00 | 7,440.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 530 | ln m | 8.00 | 4,240.00 | 8.00 | 4,240.00 | 8.00 | 4,240.00 | 22.00 | 11,660.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 33.650 | km | 1,100.00 | 37,015.00 | 1,200.00 | 40,380.00 | 1,200.00 | 40,380.00 | 3,925.00 | 132,076.25 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mm width) preformed marking tape - (type v) |
30.394 | km | 2,500.00 | 75,985.00 | 2,600.00 | 79,024.40 | 2,500.00 | 75,985.00 | 3,650.00 | 110,938.10 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 99 | ea | 130.00 | 12,870.00 | 150.00 | 14,850.00 | 125.00 | 12,375.00 | 400.00 | 39,600.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 19 | ea | 130.00 | 2,470.00 | 150.00 | 2,850.00 | 125.00 | 2,375.00 | 600.00 | 11,400.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | ea | 400.00 | 800.00 | 400.00 | 800.00 | 375.00 | 750.00 | 1,850.00 | 3,700.00 |
| 735-01 | mailboxes | 174 | ea | 1.00 | 174.00 | 25.00 | 4,350.00 | 1.00 | 174.00 | 25.00 | 4,350.00 |
| 735-02 | mailbox supports (single) | 168 | ea | 100.00 | 16,800.00 | 175.00 | 29,400.00 | 100.00 | 16,800.00 | 130.00 | 21,840.00 |
| 735-04 | mailbox supports (multiple) | 2 | ea | 230.00 | 460.00 | 350.00 | 700.00 | 225.00 | 450.00 | 350.00 | 700.00 |
| 736-01 | trenching and backfilling | 472 | ln m | 10.00 | 4,720.00 | 13.00 | 6,136.00 | 10.00 | 4,720.00 | 10.00 | 4,720.00 |
| 736-04-A | signal support (9.14m length, galvanized steel strain pole) |
8 | ea | 5,200.00 | 41,600.00 | 6,000.00 | 48,000.00 | 5,200.00 | 41,600.00 | 5,200.00 | 41,600.00 |
| 736-04-B | signal support (7.62m (25') mast arm pole) | 1 | ea | 6,500.00 | 6,500.00 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 | 6,500.00 | 6,500.00 |
| 736-05-A | signal heads, 3 section (r,y,g) | 13 | ea | 650.00 | 8,450.00 | 600.00 | 7,800.00 | 650.00 | 8,450.00 | 650.00 | 8,450.00 |
| 736-05-B | signal heads, 5 section (r,y, |
1 | ea | 850.00 | 850.00 | 850.00 | 850.00 | 850.00 | 850.00 | 860.00 | 860.00 |
| 736-06 | signal service | 1 | ea | 800.00 | 800.00 | 575.00 | 575.00 | 800.00 | 800.00 | 800.00 | 800.00 |
| 736-06-B | signal service, 9.14m (30') wood pole class 5 cca | 1 | each | 400.00 | 400.00 | 1,200.00 | 1,200.00 | 400.00 | 400.00 | 400.00 | 400.00 |
| 736-08 | signal controller | 2 | ea | 15,000.00 | 30,000.00 | 15,000.00 | 30,000.00 | 15,000.00 | 30,000.00 | 15,000.00 | 30,000.00 |
| 736-09 | loop detector | 270 | ln m | 40.00 | 10,800.00 | 50.00 | 13,500.00 | 40.00 | 10,800.00 | 40.00 | 10,800.00 |
| 736-10-A | underground junction box, type d | 11 | ea | 300.00 | 3,300.00 | 375.00 | 4,125.00 | 300.00 | 3,300.00 | 300.00 | 3,300.00 |
| 736-10-B | underground junction box, type e | 1 | ea | 450.00 | 450.00 | 550.00 | 550.00 | 450.00 | 450.00 | 450.00 | 450.00 |
| 736-11-A | conduit (25mm dia polyethylene) | 9 | ln m | 10.00 | 90.00 | 25.00 | 225.00 | 10.00 | 90.00 | 10.00 | 90.00 |
| 736-11-B | conduit (51mm dia polyethylene) | 451 | ln m | 12.00 | 5,412.00 | 9.00 | 4,059.00 | 12.00 | 5,412.00 | 12.00 | 5,412.00 |
| 736-11-C | conduit (75mm dia polyethylene) | 36 | ln m | 15.00 | 540.00 | 20.00 | 720.00 | 15.00 | 540.00 | 15.00 | 540.00 |
| 736-12-A | conductor (6c signal / #14 awg) | 75 | ln m | 4.00 | 300.00 | 7.50 | 562.50 | 4.00 | 300.00 | 4.00 | 300.00 |
| 736-12-B | conductor (2c loop lead-in / #16 awg) | 619 | ln m | 3.00 | 1,857.00 | 2.25 | 1,392.75 | 3.00 | 1,857.00 | 3.00 | 1,857.00 |
| 736-12-C | conductor, power | 9 | ln m | 9.00 | 81.00 | 22.00 | 198.00 | 9.00 | 81.00 | 9.00 | 81.00 |
| 736-12-D | conductor, (10c signal / #14 awg) | 3 | ln m | 10.00 | 30.00 | 22.00 | 66.00 | 10.00 | 30.00 | 10.00 | 30.00 |
| 736-12-E | conductor (3c blank-out signs) | 6 | ln m | 10.00 | 60.00 | 22.00 | 132.00 | 10.00 | 60.00 | 10.00 | 60.00 |
| 736-12-F | conductor (3c signal cable) | 318 | ln m | 4.00 | 1,272.00 | 5.50 | 1,749.00 | 4.00 | 1,272.00 | 4.00 | 1,272.00 |
| 736-12-G | conductor (2c railroad preemption) | 28 | ln m | 3.00 | 84.00 | 22.00 | 616.00 | 3.00 | 84.00 | 3.00 | 84.00 |
| 740-01 | construction layout | lump | lump | 350,000.00 | 350,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 350,000.00 | 350,000.00 |
| 741-09 | adjusting water house connections | 174 | ea | 400.00 | 69,600.00 | 100.00 | 17,400.00 | 250.00 | 43,500.00 | 400.00 | 69,600.00 |
| 741-10 | adjusting water service lines | 964 | ln m | 60.00 | 57,840.00 | 20.00 | 19,280.00 | 50.00 | 48,200.00 | 60.00 | 57,840.00 |
| 741-11 | adjusting water valve and meter box | 186 | ea | 600.00 | 111,600.00 | 125.00 | 23,250.00 | 400.00 | 74,400.00 | 550.00 | 102,300.00 |
| 742-01-C-01 | sanitary sewer pipe (ductile iron pipe)(200mm) | 20 | ln m | 200.00 | 4,000.00 | 150.00 | 3,000.00 | 200.00 | 4,000.00 | 85.00 | 1,700.00 |
| 742-01-C-02 | sanitary sewer pipe (pvc pipe)(200mm) | 898 | ln m | 120.00 | 107,760.00 | 150.00 | 134,700.00 | 100.00 | 89,800.00 | 123.00 | 110,454.00 |
| 742-01-D-01 | sanitary sewer pipe (ductile pipe)(250mm) | 8 | ln m | 200.00 | 1,600.00 | 225.00 | 1,800.00 | 500.00 | 4,000.00 | 125.00 | 1,000.00 |
| 742-01-D-02 | sanitary sewer pipe (pvc pipe)(250mm) | 100 | ln m | 120.00 | 12,000.00 | 150.00 | 15,000.00 | 100.00 | 10,000.00 | 123.00 | 12,300.00 |
| 742-02 | adjusting sanitary sewer house connections | 51 | ea | 700.00 | 35,700.00 | 100.00 | 5,100.00 | 1,300.00 | 66,300.00 | 700.00 | 35,700.00 |
| 742-03 | adjusting sanitary sewer service lines | 510 | ln m | 100.00 | 51,000.00 | 25.00 | 12,750.00 | 100.00 | 51,000.00 | 100.00 | 51,000.00 |
| 744-01 | traffic control management | lump | lump | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 105,000.00 | 105,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 14.91 | cu m | 900.00 | 13,419.00 | 1,000.00 | 14,910.00 | 1,000.00 | 14,910.00 | 1,050.00 | 15,655.50 |
| 805-01-B | class a concrete (box culvert headwalls) | 92.81 | cu m | 900.00 | 83,529.00 | 1,200.00 | 111,372.00 | 1,000.00 | 92,810.00 | 1,290.00 | 119,724.90 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 480.60 | ln m | 600.00 | 288,360.00 | 750.00 | 360,450.00 | 640.00 | 307,584.00 | 850.00 | 408,510.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 105.60 | ln m | 850.00 | 89,760.00 | 900.00 | 95,040.00 | 690.00 | 72,864.00 | 1,200.00 | 126,720.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 105.00 | ln m | 1,100.00 | 115,500.00 | 1,200.00 | 126,000.00 | 900.00 | 94,500.00 | 1,500.00 | 157,500.00 |
| 806-01 | deformed reinforcing steel | 4,751 | kg | 2.00 | 9,502.00 | 2.50 | 11,877.50 | 2.50 | 11,877.50 | 3.00 | 14,253.00 |
| S-001 | portable impact attenuator | 10 | ea | 10,000.00 | 100,000.00 | 19,000.00 | 190,000.00 | 16,500.00 | 165,000.00 | 16,500.00 | 165,000.00 |
| S-002 | blank-out signs | 2 | ea | 3,500.00 | 7,000.00 | 1,800.00 | 3,600.00 | 1,800.00 | 3,600.00 | 1,800.00 | 3,600.00 |
| S-003 | signal ahead warning sign with flashing beacons | 1 | ea | 2,000.00 | 2,000.00 | 1,600.00 | 1,600.00 | 1,300.00 | 1,300.00 | 1,400.00 | 1,400.00 |
| S-004 | utility oversight and coordination | lump | lump | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 | 1,000.00 | 1,000.00 | 250,000.00 | 250,000.00 |
| CONTRACTOR TOTAL | 25,584,662.41 | 26,145,744.75 | 28,489,705.87 | 30,469,673.54 | |||||||