| |||
| Lead Project: 025-03-0024 | |||
| Parish: SABINE | |||
| Routes: US 171 | |||
| Description: MANY - ZWOLLE | |||
| Type Const:
grading, drain struct, lime trmt, class ii bc, pccp (alternate a-1), superpave acp (alternate a-2), concrete slab span bridge and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $20,370,787.00 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $20,891,492.00 |
| 3 | 28665 | GILBERT SOUTHERN CORP | $23,021,432.46 |
| 4 | 00568 | MERRICK CONSTRUCTION CO. | $23,179,063.61 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILBERT SOUTHERN CORP |
- 4 - MERRICK CONSTRUCTION CO. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 650,000.00 | 650,000.00 | 420,000.00 | 420,000.00 | 1,375,000.00 | 1,375,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 156,000.00 | 156,000.00 | 25,000.00 | 25,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 4,793.1 | sq m | 5.00 | 23,965.50 | 7.00 | 33,551.70 | 8.00 | 38,344.80 | 3.60 | 17,255.16 |
| 202-02-H | removal of guard rail | 56 | ln m | 35.00 | 1,960.00 | 10.00 | 560.00 | 17.85 | 999.60 | FREE | FREE |
| 202-02-01 | removal of 9.5 m x 8.9 m wood frame residence (rt. of sta. 3+125) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,400.00 | 1,400.00 | 10,000.00 | 10,000.00 |
| 202-02-02 | removal of 11.3 m x 9.6 m wood frame residence (rt. of sta. 3+200) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,900.00 | 1,900.00 | 10,000.00 | 10,000.00 |
| 202-02-03 | removal of 13.0 m x 7.0 m cinder block garage (rt. of sta. 3+300) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 |
| 202-02-04 | removal of 17.7 m x 9.3 m wood frame residence (rt. of sta. 3+315) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| 202-02-05 | removal of 9.0 m x 9.0 m wood frame residence (rt. of sta. 3+345) (contain non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 |
| 202-02-06 | removal of 6.3 m x 4.2 m wood frame garage (rt. of sta. 3+362) (contains non-friable asbestos) |
1 | ea | 400.00 | 400.00 | 100.00 | 100.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 |
| 202-02-07 | removal of 14.0 m x 8.0 m wood frame residence (rt. of sta. 3+375) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,800.00 | 1,800.00 | 10,000.00 | 10,000.00 |
| 202-02-08 | removal of 19.0 m x 22.0 m brick residence on slab (lt. of sta. 5+450) |
1 | ea | 7,000.00 | 7,000.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 202-02-09 | removal of 25.0 m x 9.2 m brick residence on slab (lt. of sta. 5+748) (contains non-friable asbestos) |
1 | ea | 7,000.00 | 7,000.00 | 2,000.00 | 2,000.00 | 4,600.00 | 4,600.00 | 10,000.00 | 10,000.00 |
| 202-02-10 | removal of 5.9 m x 7.4 m wood frame residence (lt. of sta. 6+337) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 |
| 202-02-11 | removal of 9.4 m x 16.7 m wood frame residence (c/l of sta. 10+168) |
1 | ea | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 3,400.00 | 3,400.00 | 10,000.00 | 10,000.00 |
| 202-02-12 | removal of 12.9 m x 8.0 m wood frame residence (c/l of sta. 11+332) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 |
| 202-02-13 | removal of 11.9 m x 13.1 m wood frame commercial building (rt. of sta. 11+350) |
1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | 2,600.00 | 2,600.00 | 500.00 | 500.00 |
| 202-02-14 | removal of 23.5 m x 9.9 m brick residence on slab (lt. of sta. 11+687) (contains non-friable asbestos) |
1 | ea | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 4,800.00 | 4,800.00 | 10,000.00 | 10,000.00 |
| 202-02-15 | removal of 23.8 m x 7.0 m brick residence on slab (lt. of sta. 11+835) |
1 | ea | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 | 4,300.00 | 4,300.00 | 10,000.00 | 10,000.00 |
| 202-02-16 | removal of 21.7 m x 8.7 m wood/stone residence on slab (lt. of sta. 11+912)(contains non-friable asbestos) |
1 | ea | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 | 4,600.00 | 4,600.00 | 10,000.00 | 10,000.00 |
| 202-02-17 | removal of 30.5 m x 12.5 m metal barn (lt. of sta. 11+990) |
1 | ea | 3,000.00 | 3,000.00 | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 202-02-18 | removal of 25.6 m x 10.0 m brick residence on slab (lt. of sta. 13+488) |
1 | ea | 7,000.00 | 7,000.00 | 2,000.00 | 2,000.00 | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 |
| 202-02-19 | removal of 23. 1 m x 9.8 m brick residence on slab (c/l of sta. 13+932) (contains non-friable asbestos) |
1 | ea | 7,000.00 | 7,000.00 | 2,000.00 | 2,000.00 | 4,900.00 | 4,900.00 | 10,000.00 | 10,000.00 |
| 202-02-20 | removal of 15.0 m x 14.0 m wood frame residence (rt. of sta. 14+020) (contains non-friable asbestos) |
1 | ea | 1,500.00 | 1,500.00 | 500.00 | 500.00 | 3,800.00 | 3,800.00 | 10,000.00 | 10,000.00 |
| 203-01 | general excavation | 1,172,697 | cu m | 2.30 | 2,697,203.10 | 2.10 | 2,462,663.70 | 3.00 | 3,518,091.00 | 2.00 | 2,345,394.00 |
| 203-02 | drainage excavation | 15,419 | cu m | 5.00 | 77,095.00 | 2.10 | 32,379.90 | 3.50 | 53,966.50 | 8.00 | 123,352.00 |
| 203-04 | embankment | 901,352 | cu m | 2.40 | 2,163,244.80 | 2.25 | 2,028,042.00 | 3.90 | 3,515,272.80 | 3.20 | 2,884,326.40 |
| 203-05 | nonplastic embankment (stone) | 6,973 | cu m | 72.00 | 502,056.00 | 72.00 | 502,056.00 | 68.00 | 474,164.00 | 70.00 | 488,110.00 |
| 204-02 | temporary hay or straw bales | 140 | ea | 25.00 | 3,500.00 | 15.00 | 2,100.00 | 6.50 | 910.00 | 3.00 | 420.00 |
| 204-03 | temporary slope drains | 3,398 | ln m | 15.00 | 50,970.00 | 7.00 | 23,786.00 | 51.45 | 174,827.10 | 1.00 | 3,398.00 |
| 204-05-A | temporary sediment check dams (hay) | 86 | ea | 300.00 | 25,800.00 | 150.00 | 12,900.00 | 80.00 | 6,880.00 | 10.00 | 860.00 |
| 204-05-B | temporary sediment check dams (stone) | 29 | ea | 1,000.00 | 29,000.00 | 500.00 | 14,500.00 | 367.50 | 10,657.50 | 25.00 | 725.00 |
| 204-06 | temporary silt fencing | 9,025 | ln m | 3.50 | 31,587.50 | 4.00 | 36,100.00 | 4.00 | 36,100.00 | 1.00 | 9,025.00 |
| 204-07 | temporary stone construction entrance | 4 | ea | 2,000.00 | 8,000.00 | 500.00 | 2,000.00 | 1,575.00 | 6,300.00 | 200.00 | 800.00 |
| 302-02-E | class ii base course (stone)( 200 mm thick) | 44,322.4 | sq m | 16.00 | 709,158.40 | 18.00 | 797,803.20 | 18.00 | 797,803.20 | 15.00 | 664,836.00 |
| 302-02-F | class ii base course (stone)( 225 mm thick) | 136,578.2 | sq m | 17.00 | 2,321,829.40 | 19.00 | 2,594,985.80 | 21.00 | 2,868,142.20 | 16.00 | 2,185,251.20 |
| 304-01 | lime | 484.00 | Mg | 25.00 | 12,100.00 | 120.00 | 58,080.00 | 100.00 | 48,400.00 | 50.00 | 24,200.00 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 31,635 | sq m | 0.10 | 3,163.50 | 1.00 | 31,635.00 | 1.50 | 47,452.50 | 0.25 | 7,908.75 |
| 401-01 | aggregate surface course (net section) | 465.3 | cu m | 75.00 | 34,897.50 | 65.00 | 30,244.50 | 113.00 | 52,578.90 | 60.00 | 27,918.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 300.0 | cu m | 150.00 | 45,000.00 | 50.00 | 15,000.00 | 80.00 | 24,000.00 | 40.00 | 12,000.00 |
| 701-01-I | cross drain pipe (600 mm rcp) | 562.5 | ln m | 155.00 | 87,187.50 | 123.00 | 69,187.50 | 167.00 | 93,937.50 | 150.00 | 84,375.00 |
| 701-01-I-01 | cross drain pipe (600 mm rcp)(class iv) | 75.5 | ln m | 195.00 | 14,722.50 | 152.00 | 11,476.00 | 192.00 | 14,496.00 | 200.00 | 15,100.00 |
| 701-01-K | cross drain pipe (750 mm rcp) | 196.0 | ln m | 200.00 | 39,200.00 | 160.00 | 31,360.00 | 195.00 | 38,220.00 | 200.00 | 39,200.00 |
| 701-01-M | cross drain pipe (900 mm rcp) | 34.0 | ln m | 260.00 | 8,840.00 | 205.00 | 6,970.00 | 250.00 | 8,500.00 | 250.00 | 8,500.00 |
| 701-01-M-01 | cross drain pipe (900 mm rcp)(class iv) | 70.0 | ln m | 300.00 | 21,000.00 | 240.00 | 16,800.00 | 290.00 | 20,300.00 | 300.00 | 21,000.00 |
| 701-01-O-01 | cross drain pipe (1200 mm rcp)(class iv) | 204.0 | ln m | 470.00 | 95,880.00 | 370.00 | 75,480.00 | 415.00 | 84,660.00 | 400.00 | 81,600.00 |
| 701-01-Q-01 | cross drain pipe (1500 mm rcp)(class iv) | 153.5 | ln m | 650.00 | 99,775.00 | 505.00 | 77,517.50 | 555.00 | 85,192.50 | 650.00 | 99,775.00 |
| 701-01-Q-02 | cross drain pipe (1500 mm rcp)(class v) | 365.0 | ln m | 700.00 | 255,500.00 | 550.00 | 200,750.00 | 690.00 | 251,850.00 | 700.00 | 255,500.00 |
| 701-01-U-02 | cross drain pipe (2100 mm rcp)(class v) | 188.0 | ln m | 1,250.00 | 235,000.00 | 1,150.00 | 216,200.00 | 1,200.00 | 225,600.00 | 1,300.00 | 244,400.00 |
| 701-05-G | side drain pipe (450 mm) | 194.0 | ln m | 80.00 | 15,520.00 | 98.00 | 19,012.00 | 155.00 | 30,070.00 | 100.00 | 19,400.00 |
| 701-05-I | side drain pipe (600 mm) | 100.0 | ln m | 165.00 | 16,500.00 | 115.00 | 11,500.00 | 167.00 | 16,700.00 | 150.00 | 15,000.00 |
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 36.0 | ln m | 170.00 | 6,120.00 | 160.00 | 5,760.00 | 165.00 | 5,940.00 | 150.00 | 5,400.00 |
| 701-05-K | side drain pipe (750 mm) | 107.0 | ln m | 175.00 | 18,725.00 | 165.00 | 17,655.00 | 195.00 | 20,865.00 | 175.00 | 18,725.00 |
| 701-05-Q | side drain pipe (1500 mm) | 20.0 | ln m | 475.00 | 9,500.00 | 350.00 | 7,000.00 | 425.00 | 8,500.00 | 350.00 | 7,000.00 |
| 702-02-F | manholes (mh-01m) | 1 | ea | 6,000.00 | 6,000.00 | 3,500.00 | 3,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 |
| 702-03-A | catch basins (cb-01m) | 3 | ea | 3,000.00 | 9,000.00 | 2,500.00 | 7,500.00 | 3,100.00 | 9,300.00 | 4,000.00 | 12,000.00 |
| 702-03-B | catch basins (cb-02m) | 1 | ea | 4,000.00 | 4,000.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 |
| 702-03-E | catch basins (cb-03m) | 2 | ea | 3,000.00 | 6,000.00 | 2,200.00 | 4,400.00 | 3,650.00 | 7,300.00 | 2,000.00 | 4,000.00 |
| 702-03-I | catch basins (r-cb-38) | 2 | ea | 8,000.00 | 16,000.00 | 7,500.00 | 15,000.00 | 4,100.00 | 8,200.00 | 10,000.00 | 20,000.00 |
| 702-03-J | catch basins (special detail-sta. 9+844) | 1 | ea | 12,000.00 | 12,000.00 | 16,500.00 | 16,500.00 | 63,000.00 | 63,000.00 | 15,000.00 | 15,000.00 |
| 702-05-A | cross drain end treatment (1 barrel, 600 mm rcp) | 25 | ea | 1,000.00 | 25,000.00 | 600.00 | 15,000.00 | 1,500.00 | 37,500.00 | 1,000.00 | 25,000.00 |
| 702-05-B | cross drain end treatment (1 barrel, 750 mm rcp) | 3 | ea | 1,400.00 | 4,200.00 | 850.00 | 2,550.00 | 2,400.00 | 7,200.00 | 1,000.00 | 3,000.00 |
| 702-05-C | cross drain end treatment (1 barrel, 900 mm rcp) | 4 | ea | 2,000.00 | 8,000.00 | 1,200.00 | 4,800.00 | 3,220.00 | 12,880.00 | 1,200.00 | 4,800.00 |
| 702-05-D | cross drain end treatment (1 barrel, 1200 mm rcp) | 4 | ea | 2,400.00 | 9,600.00 | 2,500.00 | 10,000.00 | 4,700.00 | 18,800.00 | 1,500.00 | 6,000.00 |
| 702-05-E | cross drain end treatment (1 barrel, 1500 mm rcp) | 7 | ea | 4,200.00 | 29,400.00 | 3,100.00 | 21,700.00 | 6,600.00 | 46,200.00 | 2,000.00 | 14,000.00 |
| 702-05-F | cross drain end treatment (2 barrels, 750 mm rcp) | 2 | ea | 2,000.00 | 4,000.00 | 1,700.00 | 3,400.00 | 3,700.00 | 7,400.00 | 1,500.00 | 3,000.00 |
| 702-05-G | cross drain end treatment (2 barrels, 2100 mm rcp) | 1 | ea | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 18,000.00 | 18,000.00 | 3,000.00 | 3,000.00 |
| 704-03 | blocked out guard rail | 100.97 | ln m | 60.00 | 6,058.20 | 55.00 | 5,553.35 | 55.00 | 5,553.35 | 50.00 | 5,048.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 160.00 | 2,438.40 | 150.00 | 2,286.00 | 150.00 | 2,286.00 | 150.00 | 2,286.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 1,850.00 | 3,700.00 | 1,800.00 | 3,600.00 |
| 705-01 | barbed wire fence | 8,737 | ln m | 15.50 | 135,423.50 | 15.00 | 131,055.00 | 16.40 | 143,286.80 | 15.00 | 131,055.00 |
| 705-04 | single swinging driveway gates | 15 | ea | 300.00 | 4,500.00 | 500.00 | 7,500.00 | 300.00 | 4,500.00 | 500.00 | 7,500.00 |
| 708-01 | right-of-way monument | 87 | ea | 250.00 | 21,750.00 | 90.00 | 7,830.00 | 100.00 | 8,700.00 | 5.00 | 435.00 |
| 708-02 | right-of-way monument witness post | 87 | ea | 250.00 | 21,750.00 | 90.00 | 7,830.00 | 140.00 | 12,180.00 | 10.00 | 870.00 |
| 709-01 | steel cattle guard | 1 | ea | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 5,000.00 | 5,000.00 |
| 711-01-C | riprap (15 kg, 360 mm thick) | 4,163 | sq m | 45.00 | 187,335.00 | 46.00 | 191,498.00 | 36.00 | 149,868.00 | 30.00 | 124,890.00 |
| 711-01-D | riprap (25 kg, 450 mm thick) | 399 | sq m | 46.00 | 18,354.00 | 65.00 | 25,935.00 | 40.00 | 15,960.00 | 35.00 | 13,965.00 |
| 711-04 | geotextile fabric | 5,601 | sq m | 2.00 | 11,202.00 | 2.50 | 14,002.50 | 1.60 | 8,961.60 | 1.00 | 5,601.00 |
| 712-01-C | concrete cast-in-place revetment (150 mm thick) | 64 | sq m | 60.00 | 3,840.00 | 55.00 | 3,520.00 | 175.00 | 11,200.00 | 32.00 | 2,048.00 |
| 712-04 | flexible revetment | 1,039 | sq m | 45.00 | 46,755.00 | 50.00 | 51,950.00 | 58.00 | 60,262.00 | 32.00 | 33,248.00 |
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 300,000.00 | 300,000.00 |
| 716-01-A | mulch (vegetative) | 87.1 | hctr | 1,400.00 | 121,940.00 | 1,250.00 | 108,875.00 | 1,350.00 | 117,585.00 | 1,400.00 | 121,940.00 |
| 717-01 | seeding | 2,851 | kg | 12.00 | 34,212.00 | 16.00 | 45,616.00 | 13.25 | 37,775.75 | 12.00 | 34,212.00 |
| 718-01 | fertilizer | 95,032 | kg | 0.60 | 57,019.20 | 0.50 | 47,516.00 | 0.42 | 39,913.44 | 0.45 | 42,764.40 |
| 720-01-A | erosion control system, slope protection (type a) | 36,688 | sq m | 1.25 | 45,860.00 | 1.30 | 47,694.40 | 1.10 | 40,356.80 | 1.00 | 36,688.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 3,656 | sq m | 1.75 | 6,398.00 | 1.30 | 4,752.80 | 2.00 | 7,312.00 | 1.40 | 5,118.40 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 22,904 | sq m | 1.75 | 40,082.00 | 1.30 | 29,775.20 | 2.00 | 45,808.00 | 1.40 | 32,065.60 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 4,168 | sq m | 2.75 | 11,462.00 | 1.30 | 5,418.40 | 2.50 | 10,420.00 | 5.00 | 20,840.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 3,852 | sq m | 2.75 | 10,593.00 | 1.30 | 5,007.60 | 2.50 | 9,630.00 | 5.00 | 19,260.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 24,000.00 | 24,000.00 | 20,000.00 | 20,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 |
| 726-01 | bedding material | 2,578.4 | cu m | 60.00 | 154,704.00 | 65.00 | 167,596.00 | 37.00 | 95,400.80 | 50.00 | 128,920.00 |
| 727-01 | mobilization | lump | lump | 1,600,000.00 | 1,600,000.00 | 2,000,000.00 | 2,000,000.00 | 1,904,000.00 | 1,904,000.00 | 2,000,000.00 | 2,000,000.00 |
| 729-16-C | object marker assembly (type 3) | 72 | ea | 80.00 | 5,760.00 | 78.00 | 5,616.00 | 78.00 | 5,616.00 | 78.00 | 5,616.00 |
| 729-19-C | dead end road installation (type c) | 2 | ea | 750.00 | 1,500.00 | 700.00 | 1,400.00 | 700.00 | 1,400.00 | 500.00 | 1,000.00 |
| 731-02 | reflectorized raised pavement markers | 3,542 | ea | 5.00 | 17,710.00 | 5.00 | 17,710.00 | 5.00 | 17,710.00 | 5.00 | 17,710.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 1,616 | ln m | 8.00 | 12,928.00 | 8.00 | 12,928.00 | 8.00 | 12,928.00 | 7.75 | 12,524.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 56.182 | km | 1,200.00 | 67,418.40 | 1,200.00 | 67,418.40 | 1,111.00 | 62,418.20 | 1,200.00 | 67,418.40 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 11 | ea | 150.00 | 1,650.00 | 135.00 | 1,485.00 | 150.00 | 1,650.00 | 135.00 | 1,485.00 |
| 732-05 | removal of existing markings | 12.088 | km | 1,800.00 | 21,758.40 | 1,000.00 | 12,088.00 | 1,700.00 | 20,549.60 | 1,700.00 | 20,549.60 |
| 735-01 | mailboxes | 14 | ea | 25.00 | 350.00 | 5.00 | 70.00 | 32.00 | 448.00 | 6.00 | 84.00 |
| 735-02 | mailbox supports (single) | 14 | ea | 175.00 | 2,450.00 | 150.00 | 2,100.00 | 145.00 | 2,030.00 | 135.00 | 1,890.00 |
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 400,000.00 | 400,000.00 |
| 744-01 | traffic control management | lump | lump | 24,000.00 | 24,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | 400,000.00 | 400,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 688.5 | ln m | 135.00 | 92,947.50 | 175.00 | 120,487.50 | 270.00 | 185,895.00 | 165.00 | 113,602.50 |
| 804-09-A | loading test piles (indicator piles) | 1 | ea | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 45,000.00 | 45,000.00 | 100.00 | 100.00 |
| 804-10-A | reloading test piles | 1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 |
| 804-11-A | redriving test piles (indicator piles) | 1 | ea | 100.00 | 100.00 | 100.00 | 100.00 | 9,300.00 | 9,300.00 | 100.00 | 100.00 |
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 14,000.00 | 14,000.00 | 1,000.00 | 1,000.00 |
| 804-13 | precast concrete indicator piles | 1 | ea | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 10,600.00 | 10,600.00 | 5,000.00 | 5,000.00 |
| 804-17 | dynamic monitoring | 2 | ea | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | 4,700.00 | 9,400.00 | 3,000.00 | 6,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 167.96 | cu m | 1,000.00 | 167,960.00 | 1,000.00 | 167,960.00 | 2,290.00 | 384,628.40 | 500.00 | 83,980.00 |
| 805-01-F | class a concrete (bents) | 50.56 | cu m | 750.00 | 37,920.00 | 700.00 | 35,392.00 | 2,420.00 | 122,355.20 | 400.00 | 20,224.00 |
| 805-03 | class aa concrete | 219.52 | cu m | 500.00 | 109,760.00 | 500.00 | 109,760.00 | 1,050.00 | 230,496.00 | 400.00 | 87,808.00 |
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 297.00 | ln m | 650.00 | 193,050.00 | 460.00 | 136,620.00 | 600.00 | 178,200.00 | 600.00 | 178,200.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 318.00 | ln m | 850.00 | 270,300.00 | 675.00 | 214,650.00 | 825.00 | 262,350.00 | 800.00 | 254,400.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 236.60 | ln m | 1,100.00 | 260,260.00 | 1,060.00 | 250,796.00 | 875.00 | 207,025.00 | 1,000.00 | 236,600.00 |
| 805-12-U | reinforced concrete box culverts (3000 mm x 2400 mm) | 114.00 | ln m | 1,900.00 | 216,600.00 | 2,600.00 | 296,400.00 | 1,500.00 | 171,000.00 | 2,000.00 | 228,000.00 |
| 806-01 | deformed reinforcing steel | 36,257 | kg | 1.60 | 58,011.20 | 1.50 | 54,385.50 | 1.35 | 48,946.95 | 0.95 | 34,444.15 |
| 810-01 | concrete railing (type) | 96.00 | ln m | 155.00 | 14,880.00 | 125.00 | 12,000.00 | 310.00 | 29,760.00 | 150.00 | 14,400.00 |
| 813-01 | concrete approach slabs | 295.70 | sq m | 150.00 | 44,355.00 | 165.00 | 48,790.50 | 186.00 | 55,000.20 | 75.00 | 22,177.50 |
| S-002 | plugging existing water wells | 3 | ea | 3,200.00 | 9,600.00 | 1,500.00 | 4,500.00 | 2,100.00 | 6,300.00 | 500.00 | 1,500.00 |
| S-101 | dynamic analysis | 2 | ea | 1,200.00 | 2,400.00 | 750.00 | 1,500.00 | 3,675.00 | 7,350.00 | 500.00 | 1,000.00 |
| SUBTOTAL GENERAL | 15,222,645.50 | 14,976,973.95 | 18,574,817.19 | 16,719,322.56 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 502-01 | superpave asphaltic concrete | 6,929.9 | Mg | 55.00 | 381,144.50 | 77.00 | 533,602.30 | FREE | FREE | 75.00 | 519,742.50 |
| 502-01-A | superpave asphaltic concrete pavement, paved drives and turnouts |
183.7 | Mg | 125.00 | 22,962.50 | 120.00 | 22,044.00 | FREE | FREE | 120.00 | 22,044.00 |
| 601-01-I | portland cement concrete pavement (225 mm thick) | 98,274.4 | sq m | 39.00 | 3,832,701.60 | 42.00 | 4,127,524.80 | FREE | FREE | 49.00 | 4,815,445.60 |
| 601-02-I | portland cement concrete pavement (225 mm thick) (crossovers & turnouts) |
21,473.0 | sq m | 40.00 | 858,920.00 | 55.00 | 1,181,015.00 | FREE | FREE | 49.00 | 1,052,177.00 |
| 601-04 | portland cement concrete pavement coring | 160 | ea | 100.00 | 16,000.00 | 100.00 | 16,000.00 | FREE | FREE | 100.00 | 16,000.00 |
| 732-03-A | plastic pavement striping (broken line (100 mm width) | 12.088 | km | 500.00 | 6,044.00 | 500.00 | 6,044.00 | FREE | FREE | 500.00 | 6,044.00 |
| 732-03-A-01 | plastic pavement striping (broken line)(100 mm width) (preformed marking tape - type v) |
11.659 | km | 2,100.00 | 24,483.90 | 2,050.00 | 23,900.95 | FREE | FREE | 2,050.00 | 23,900.95 |
| S-001 | rumble strips (ground in) | 10.7 | km | 550.00 | 5,885.00 | 410.00 | 4,387.00 | FREE | FREE | 410.00 | 4,387.00 |
| SUBTOTAL ALT A1 | 5,148,141.50 | 5,914,518.05 | 6,459,741.05 | ||||||||
| ALTERNATE A2 | |||||||||||
| 502-01 | superpave asphalitc concrete | 61,324.8 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 58.00 | 3,556,838.40 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
12,072.2 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 72.00 | 869,198.40 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 23.747 | km | 0.00 | 0.00 | 0.00 | 0.00 | 425.00 | 10,092.47 | 0.00 | 0.00 |
| S-001 | rumble strips (ground in) | 21.4 | km | 0.00 | 0.00 | 0.00 | 0.00 | 490.00 | 10,486.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A2 | 4,446,615.27 | ||||||||||
| CONTRACTOR TOTAL | 20,370,787.00 | 20,891,492.00 | 23,021,432.46 | 23,179,063.61 | |||||||