| |||
| DBE GOAL FED | |||
| Lead Project: 417-01-0016 | |||
| Parish: VERNON | |||
| Routes: LA 28 | |||
| Description: JCT. LA 465 - RAPIDES PARISH LINE | |||
| Type Const:
clearing and grubbing, grading, drainage structures, pavement patching, class ii bc, superpave ashpaltic conc. pavement, precast concrete girders and related work. | |||
| Estimated Construction Cost: $21,774,109.45 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,789,962.53 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $17,526,904.83 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $18,293,645.87 |
| 4 | 42076 | AUSTIN BRIDGE & ROAD, LP | $22,231,354.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - AUSTIN BRIDGE & ROAD, LP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 925,000.00 | 925,000.00 | 465,000.00 | 465,000.00 | 500,000.00 | 500,000.00 | 1,392,000.00 | 1,392,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 35,500.00 | 35,500.00 | 40,820.00 | 40,820.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 13+295, 1890mm x 1520mm) |
1 | ea | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 2,800.00 | 2,800.00 | 5,100.00 | 5,100.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 13+850, 1830mm x 2050mm) |
1 | ea | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 2,800.00 | 2,800.00 | 7,150.00 | 7,150.00 |
| 202-02-G | removal of surfacing & stabilized base | 7,346.3 | sq m | 4.00 | 29,385.20 | 10.00 | 73,463.00 | 7.00 | 51,424.10 | 11.00 | 80,809.30 |
| 202-02-H | removal of guard rail | 354 | ln m | 16.00 | 5,664.00 | 20.00 | 7,080.00 | 15.00 | 5,310.00 | 30.00 | 10,620.00 |
| 203-01 | general excavation | 206,695 | cu m | 3.05 | 630,419.75 | 4.00 | 826,780.00 | 5.00 | 1,033,475.00 | 6.00 | 1,240,170.00 |
| 203-02 | drainage excavation | 1,494 | cu m | 12.00 | 17,928.00 | 16.00 | 23,904.00 | 20.00 | 29,880.00 | 24.00 | 35,856.00 |
| 203-03 | embankment | 211,103 | cu m | 5.20 | 1,097,735.60 | 6.00 | 1,266,618.00 | 6.00 | 1,266,618.00 | 9.40 | 1,984,368.20 |
| 204-02 | temporary hay or straw bales | 161 | ea | 15.00 | 2,415.00 | 30.00 | 4,830.00 | 18.00 | 2,898.00 | 10.00 | 1,610.00 |
| 204-03 | temporary slope drains | 1,035 | ln m | 25.00 | 25,875.00 | 5.00 | 5,175.00 | 50.00 | 51,750.00 | 5.00 | 5,175.00 |
| 204-05-A | temporary sediment check dams (hay) | 37 | ea | 220.00 | 8,140.00 | 250.00 | 9,250.00 | 130.00 | 4,810.00 | 150.00 | 5,550.00 |
| 204-05-B | temporary sediment check dams (stone) | 63 | ea | 400.00 | 25,200.00 | 600.00 | 37,800.00 | 380.00 | 23,940.00 | 200.00 | 12,600.00 |
| 204-06 | temporary silt fencing | 2,655 | ln m | 3.60 | 9,558.00 | 20.00 | 53,100.00 | 8.00 | 21,240.00 | 6.00 | 15,930.00 |
| 302-02-E | class ii base course (250 mm thick)(soil cement) | 116,585.1 | sq m | 11.80 | 1,375,704.18 | 11.25 | 1,311,582.38 | 10.00 | 1,165,851.00 | 12.96 | 1,510,942.90 |
| 302-02-G-01 | class ii base course (100 mm thick)(crushed stone or recycled pccp) |
116,770.3 | sq m | 11.00 | 1,284,473.30 | 10.00 | 1,167,703.00 | 15.00 | 1,751,554.50 | 14.74 | 1,721,194.22 |
| 304-05 | lime treatment (type e) | 1,344.20 | Mg | 1.00 | 1,344.20 | 1.00 | 1,344.20 | 1.00 | 1,344.20 | 525.58 | 706,484.64 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
110 | cu m | 115.00 | 12,650.00 | 35.00 | 3,850.00 | 150.00 | 16,500.00 | 128.33 | 14,116.30 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 800.0 | cu m | 58.00 | 46,400.00 | 72.00 | 57,600.00 | 140.00 | 112,000.00 | 85.00 | 68,000.00 |
| 502-01 | superpave asphaltic concrete | 29,850.3 | Mg | 74.00 | 2,208,922.20 | 72.00 | 2,149,221.60 | 76.50 | 2,283,547.95 | 82.00 | 2,447,724.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
5,550.5 | Mg | 100.00 | 555,050.00 | 93.00 | 516,196.50 | 98.00 | 543,949.00 | 108.00 | 599,454.00 |
| 510-01-C | pavement patching (480 mm thickness) | 1,220 | sq m | 130.00 | 158,600.00 | 108.00 | 131,760.00 | 185.00 | 225,700.00 | 175.00 | 213,500.00 |
| 701-01-F | cross drain pipe (375mm rcp/pp) | 291.1 | ln m | 200.00 | 58,220.00 | 215.00 | 62,586.50 | 180.00 | 52,398.00 | 210.00 | 61,131.00 |
| 701-01-G | cross drain pipe (450 mm rcp/pp) | 93.9 | ln m | 180.00 | 16,902.00 | 230.00 | 21,597.00 | 160.00 | 15,024.00 | 230.00 | 21,597.00 |
| 701-01-I | cross drain pipe (600 mm rcp/pp) | 70.5 | ln m | 280.00 | 19,740.00 | 260.00 | 18,330.00 | 250.00 | 17,625.00 | 255.00 | 17,977.50 |
| 701-01-K | cross drain pipe (750 mm rcp/pp) | 231.6 | ln m | 305.00 | 70,638.00 | 300.00 | 69,480.00 | 290.00 | 67,164.00 | 290.00 | 67,164.00 |
| 701-01-M | cross drain pipe (900 mm rcp/pp) | 355.3 | ln m | 420.00 | 149,226.00 | 410.00 | 145,673.00 | 390.00 | 138,567.00 | 410.00 | 145,673.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pp) | 60.4 | ln m | 680.00 | 41,072.00 | 600.00 | 36,240.00 | 620.00 | 37,448.00 | 590.00 | 35,636.00 |
| 701-01-Q | cross drain pipe (1500 mm rcp/pp) | 114.6 | ln m | 835.00 | 95,691.00 | 900.00 | 103,140.00 | 790.00 | 90,534.00 | 910.00 | 104,286.00 |
| 701-03-F | storm drain pipe (375 mm rcp/pp) | 69.3 | ln m | 250.00 | 17,325.00 | 205.00 | 14,206.50 | 240.00 | 16,632.00 | 205.00 | 14,206.50 |
| 701-03-F-01 | storm drain pipe (375 mm rcp/pp) outfall | 40.0 | ln m | 125.00 | 5,000.00 | 260.00 | 10,400.00 | 116.00 | 4,640.00 | 255.00 | 10,200.00 |
| 701-05-G | side drain pipe (450 mm) | 101.1 | ln m | 205.00 | 20,725.50 | 260.00 | 26,286.00 | 195.00 | 19,714.50 | 255.00 | 25,780.50 |
| 701-09 | fabricating pipe fittings | 8 | ea | 1,350.00 | 10,800.00 | 1,600.00 | 12,800.00 | 1,200.00 | 9,600.00 | 2,050.00 | 16,400.00 |
| 701-14 | cleaning existing pipes | 397.0 | ln m | 35.00 | 13,895.00 | 11.00 | 4,367.00 | 130.00 | 51,610.00 | 85.00 | 33,745.00 |
| 702-02-F | manholes (mh-01m) | 1 | ea | 3,600.00 | 3,600.00 | 3,650.00 | 3,650.00 | 3,300.00 | 3,300.00 | 3,570.00 | 3,570.00 |
| 702-03-A | catch basins (cb-01m) | 23 | ea | 2,200.00 | 50,600.00 | 2,400.00 | 55,200.00 | 2,000.00 | 46,000.00 | 3,100.00 | 71,300.00 |
| 704-03 | blocked out guard rail | 457.20 | ln m | 65.00 | 29,718.00 | 62.00 | 28,346.40 | 60.00 | 27,432.00 | 60.00 | 27,432.00 |
| 704-08-B | guard rail transition (double thrie beam) | 60.96 | ln m | 170.00 | 10,363.20 | 160.00 | 9,753.60 | 155.00 | 9,448.80 | 155.00 | 9,448.80 |
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,200.00 | 17,600.00 | 2,100.00 | 16,800.00 | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 |
| 705-02 | combination mesh & barbed wire fence | 653 | ln m | 21.00 | 13,713.00 | 20.00 | 13,060.00 | 25.00 | 16,325.00 | 20.00 | 13,060.00 |
| 706-03-A | incidental concrete paving (100 mm thick) | 172.5 | sq m | 55.00 | 9,487.50 | 51.00 | 8,797.50 | 95.00 | 16,387.50 | 102.00 | 17,595.00 |
| 708-01 | right-of-way monuments | 14 | ea | 450.00 | 6,300.00 | 180.00 | 2,520.00 | 140.00 | 1,960.00 | 120.00 | 1,680.00 |
| 708-02 | right-of-way monument witness posts | 14 | ea | 450.00 | 6,300.00 | 70.00 | 980.00 | 20.00 | 280.00 | 120.00 | 1,680.00 |
| 712-04 | flexible revetment | 286 | sq m | 80.00 | 22,880.00 | 80.00 | 22,880.00 | 75.00 | 21,450.00 | 80.00 | 22,880.00 |
| 713-01 | temporary signs & barricades | lump | lump | 275,000.00 | 275,000.00 | 120,000.00 | 120,000.00 | 50,000.00 | 50,000.00 | 31,605.00 | 31,605.00 |
| 713-02-A | temporary pavement markings (100mm width) | 3,353 | ln m | 2.00 | 6,706.00 | 1.25 | 4,191.25 | 1.20 | 4,023.60 | 1.20 | 4,023.60 |
| 713-07 | temporary precast concrete barrier (contractor furnished) |
203 | ea | 740.00 | 150,220.00 | 700.00 | 142,100.00 | 800.00 | 162,400.00 | 780.00 | 158,340.00 |
| 713-10 | temporary precast concrete barrier movement | 203 | ea | 30.00 | 6,090.00 | 40.00 | 8,120.00 | 100.00 | 20,300.00 | 190.00 | 38,570.00 |
| 716-01-A | mulch (vegetative) | 136,026.0 | kg | 0.55 | 74,814.30 | 0.52 | 70,733.52 | 0.50 | 68,013.00 | 1.20 | 163,231.20 |
| 717-01 | seeding | 907 | kg | 23.00 | 20,861.00 | 23.00 | 20,861.00 | 17.50 | 15,872.50 | 21.00 | 19,047.00 |
| 718-01 | fertilizer | 136,026 | kg | 0.65 | 88,416.90 | 0.65 | 88,416.90 | 0.90 | 122,423.40 | 0.20 | 27,205.20 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 92,989 | sq m | 2.00 | 185,978.00 | 2.00 | 185,978.00 | 1.75 | 162,730.75 | 1.40 | 130,184.60 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 85,000.00 | 85,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 36,000.00 | 36,000.00 |
| 726-01 | bedding material | 467.0 | cu m | 100.00 | 46,700.00 | 100.00 | 46,700.00 | 150.00 | 70,050.00 | 155.00 | 72,385.00 |
| 727-01 | mobilization | lump | lump | 1,600,000.00 | 1,600,000.00 | 1,700,000.00 | 1,700,000.00 | 1,825,000.00 | 1,825,000.00 | 2,300,000.00 | 2,300,000.00 |
| 729-16-C | object marker assembly (type 3) | 43 | ea | 80.00 | 3,440.00 | 80.00 | 3,440.00 | 75.00 | 3,225.00 | 75.00 | 3,225.00 |
| 729-19-A | dead end road installation (type a) | 1 | ea | 1,500.00 | 1,500.00 | 1,400.00 | 1,400.00 | 1,350.00 | 1,350.00 | 1,350.00 | 1,350.00 |
| 731-02 | reflectorized raised pavement markers | 2,252 | ea | 5.50 | 12,386.00 | 5.00 | 11,260.00 | 4.50 | 10,134.00 | 4.50 | 10,134.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 30.601 | km | 2,000.00 | 61,202.00 | 1,600.00 | 48,961.60 | 1,500.00 | 45,901.50 | 1,500.00 | 45,901.50 |
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.100 | km | 3,800.00 | 380.00 | 3,300.00 | 330.00 | 3,200.00 | 320.00 | 3,200.00 | 320.00 |
| 732-02-E | plastic pavement striping (solid line)(600 mm width) | 0.341 | km | 13,500.00 | 4,603.50 | 10,000.00 | 3,410.00 | 9,770.00 | 3,331.57 | 9,800.00 | 3,341.80 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 19.299 | km | 500.00 | 9,649.50 | 625.00 | 12,061.88 | 600.00 | 11,579.40 | 600.00 | 11,579.40 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | ea | 200.00 | 800.00 | 210.00 | 840.00 | 200.00 | 800.00 | 200.00 | 800.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 4 | ea | 220.00 | 880.00 | 210.00 | 840.00 | 200.00 | 800.00 | 200.00 | 800.00 |
| 732-05 | removal of existing markings | 9.996 | km | 3,900.00 | 38,984.40 | 2,500.00 | 24,990.00 | 2,400.00 | 23,990.40 | 2,400.00 | 23,990.40 |
| 740-01 | construction layout | lump | lump | 300,000.00 | 300,000.00 | 175,000.00 | 175,000.00 | 125,000.00 | 125,000.00 | 270,000.00 | 270,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 784.0 | ln m | 132.00 | 103,488.00 | 210.00 | 164,640.00 | 200.00 | 156,800.00 | 265.00 | 207,760.00 |
| 804-01-F | precast concrete piles (600 mm) | 2,860.0 | ln m | 250.00 | 715,000.00 | 410.00 | 1,172,600.00 | 400.00 | 1,144,000.00 | 260.00 | 743,600.00 |
| 804-05 | precast concrete test piles | 2 | ea | 35,000.00 | 70,000.00 | 57,500.00 | 115,000.00 | 55,000.00 | 110,000.00 | 24,000.00 | 48,000.00 |
| 804-09 | loading test piles | 1 | ea | 20,000.00 | 20,000.00 | 2,600.00 | 2,600.00 | 2,500.00 | 2,500.00 | 50,000.00 | 50,000.00 |
| 804-10 | reloading test piles | 1 | ea | 1,000.00 | 1,000.00 | 1,600.00 | 1,600.00 | 1,500.00 | 1,500.00 | 5,500.00 | 5,500.00 |
| 804-11 | redriving test piles | 1 | ea | 100.00 | 100.00 | 1,050.00 | 1,050.00 | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 |
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 1,050.00 | 1,050.00 | 1,000.00 | 1,000.00 | 22,000.00 | 22,000.00 |
| 804-17 | dynamic monitoring | 34 | ea | 300.00 | 10,200.00 | 1,600.00 | 54,400.00 | 1,500.00 | 51,000.00 | 2,000.00 | 68,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 78.44 | cu m | 1,400.00 | 109,816.00 | 1,600.00 | 125,504.00 | 1,350.00 | 105,894.00 | 2,604.17 | 204,271.09 |
| 805-01-F | class a concrete (bents) | 342.24 | cu m | 690.00 | 236,145.60 | 1,000.00 | 342,240.00 | 930.00 | 318,283.20 | 1,240.00 | 424,377.60 |
| 805-03 | class aa concrete | 1,553.10 | cu m | 700.00 | 1,087,170.00 | 900.00 | 1,397,790.00 | 840.00 | 1,304,604.00 | 750.00 | 1,164,825.00 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 757.50 | ln m | 230.00 | 174,225.00 | 250.00 | 189,375.00 | 240.00 | 181,800.00 | 340.00 | 257,550.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 1,876.50 | ln m | 285.00 | 534,802.50 | 350.00 | 656,775.00 | 340.00 | 638,010.00 | 400.00 | 750,600.00 |
| 805-11 | strip seal joints | 144.00 | ln m | 350.00 | 50,400.00 | 525.00 | 75,600.00 | 500.00 | 72,000.00 | 705.00 | 101,520.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 60.00 | ln m | 1,900.00 | 114,000.00 | 1,700.00 | 102,000.00 | 2,200.00 | 132,000.00 | 2,400.00 | 144,000.00 |
| 805-12-X | reinforced concrete box culverts (3000 mm x 3000 mm) | 142.00 | ln m | 3,000.00 | 426,000.00 | 3,300.00 | 468,600.00 | 3,150.00 | 447,300.00 | 4,700.00 | 667,400.00 |
| 805-12-Y | reinforced concrete box culverts (3000mm x 2100mm) (extension) |
46.00 | ln m | 3,100.00 | 142,600.00 | 3,200.00 | 147,200.00 | 2,800.00 | 128,800.00 | 4,400.00 | 202,400.00 |
| 806-01 | deformed reinforcing steel | 254,880 | kg | 1.85 | 471,528.00 | 2.25 | 573,480.00 | 2.10 | 535,248.00 | 1.96 | 499,564.80 |
| 807-08 | structural metalwork | lump | lump | 20,000.00 | 20,000.00 | 8,500.00 | 8,500.00 | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 |
| 810-01 | concrete railing (standard barrier) | 1,103.20 | ln m | 176.00 | 194,163.20 | 180.00 | 198,576.00 | 175.00 | 193,060.00 | 155.00 | 170,996.00 |
| 813-01 | concrete approach slabs | 576.00 | sq m | 240.00 | 138,240.00 | 265.00 | 152,640.00 | 245.00 | 141,120.00 | 220.00 | 126,720.00 |
| S-001 | rumble strips(ground-in) | 18.3 | km | 400.00 | 7,320.00 | 425.00 | 7,777.50 | 300.00 | 5,490.00 | 248.00 | 4,538.40 |
| S-002 | dynamic message sign unit | 2 | ea | 15,000.00 | 30,000.00 | 525.00 | 1,050.00 | 18,000.00 | 36,000.00 | 20,000.00 | 40,000.00 |
| S-003 | sawcut asphalt pavement (per 25mm depth) | 16,320 | ln m | 0.60 | 9,792.00 | 0.85 | 13,872.00 | 1.75 | 28,560.00 | 6.50 | 106,080.00 |
| CONTRACTOR TOTAL | 16,789,962.53 | 17,526,904.83 | 18,293,645.87 | 22,231,354.05 | |||||||