| |||
| DBE GOAL FED | |||
| Lead Project: 713-50-0107 | |||
| Parish: ST MARTIN | |||
| Routes: | |||
| Description: BRIDGE OVER BAYOU TECHE | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, drainage structures, precast prestressed concrete girders span bridge, and related work. | |||
| Estimated Construction Cost: $2,502,256.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,715,502.90 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $2,281,629.90 |
| 3 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,356,096.80 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,382,921.40 |
| 5 | 00060 | F. MILLER CONSTRUCTION LLC | $2,794,143.15 |
| 6 | 42076 | AUSTIN BRIDGE & ROAD, LP | $2,809,988.45 |
| 7 | 01012 | CECIL D. GASSIOTT LLC | $2,953,516.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JB JAMES CONSTRUCTION LLC |
- 3 - BOH BROS. CONSTRUCTION CO., LLC. |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 15,000.00 | 15,000.00 | 100,000.00 | 100,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 38,000.00 | 38,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge(sta. 100+00,19' wide, 240.4' long timber bridge with steel girder center span and wingwalls) |
1 | EACH | 65,000.00 | 65,000.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 | 175,000.00 | 175,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 795.0 | SQYD | 9.00 | 7,155.00 | 10.00 | 7,950.00 | 7.00 | 5,565.00 | 15.00 | 11,925.00 |
| 202-02-I | removal of railroad (rails & cross ties) | 300 | lnft | 9.00 | 2,700.00 | 45.00 | 13,500.00 | 28.00 | 8,400.00 | 30.00 | 9,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 65,000.00 | 65,000.00 | 150,000.00 | 150,000.00 | 65,000.00 | 65,000.00 | 80,000.00 | 80,000.00 |
| 204-02 | temporary hay or straw bales | 30 | EACH | 20.00 | 600.00 | 12.00 | 360.00 | 23.00 | 690.00 | 140.00 | 4,200.00 |
| 204-03 | temporary slope drains | 165 | LNFT | 20.00 | 3,300.00 | 15.00 | 2,475.00 | 12.50 | 2,062.50 | 20.00 | 3,300.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 350.00 | 1,400.00 | 150.00 | 600.00 | 270.00 | 1,080.00 | 300.00 | 1,200.00 |
| 204-06 | temporary silt fencing | 250 | LNFT | 2.50 | 625.00 | 2.50 | 625.00 | 4.25 | 1,062.50 | 5.00 | 1,250.00 |
| 302-01-A | class ii base course (stone) | 305.6 | CUYD | 120.00 | 36,672.00 | 180.00 | 55,008.00 | 115.00 | 35,144.00 | 130.00 | 39,728.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | CUYD | 400.00 | 800.00 | 150.00 | 300.00 | 250.00 | 500.00 | 200.00 | 400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 30.0 | CUYD | 88.00 | 2,640.00 | 100.00 | 3,000.00 | 100.00 | 3,000.00 | 100.00 | 3,000.00 |
| 502-01 | superpave asphaltic concrete | 280.3 | TON | 145.00 | 40,643.50 | 210.00 | 58,863.00 | 190.00 | 53,257.00 | 300.00 | 84,090.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 98 | LNFT | 65.00 | 6,370.00 | 60.00 | 5,880.00 | 59.00 | 5,782.00 | 115.00 | 11,270.00 |
| 701-05-I | side drain pipe (24") | 100 | LNFT | 68.00 | 6,800.00 | 70.00 | 7,000.00 | 73.00 | 7,300.00 | 175.00 | 17,500.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 135 | LNFT | 70.00 | 9,450.00 | 70.00 | 9,450.00 | 64.00 | 8,640.00 | 200.00 | 27,000.00 |
| 701-12-U | corrugated metal pipe (extension)(84") | 32 | LNFT | 250.00 | 8,000.00 | 240.00 | 7,680.00 | 300.00 | 9,600.00 | 700.00 | 22,400.00 |
| 701-15 | concrete collar | 1 | EACH | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 |
| 702-03-A | catch basins (cb-01) | 1 | EACH | 4,500.00 | 4,500.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 |
| 711-01-C | riprap (30 lb,14" thick ) | 481 | SQYD | 55.00 | 26,455.00 | 90.00 | 43,290.00 | 63.00 | 30,303.00 | 110.00 | 52,910.00 |
| 711-04 | geotextile fabric | 481 | SQYD | 3.40 | 1,635.40 | 2.00 | 962.00 | 2.15 | 1,034.15 | 3.00 | 1,443.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 716-01-A | mulch (vegetative) | 3.0 | TON | 500.00 | 1,500.00 | 700.00 | 2,100.00 | 800.00 | 2,400.00 | 700.00 | 2,100.00 |
| 717-01 | seeding | 32 | LB | 15.00 | 480.00 | 15.00 | 480.00 | 12.25 | 392.00 | 15.00 | 480.00 |
| 718-01 | fertilizer | 709 | LB | 1.00 | 709.00 | 0.50 | 354.50 | 1.25 | 886.25 | 1.00 | 709.00 |
| 726-01 | bedding material | 1.7 | CUYD | 170.00 | 289.00 | 200.00 | 340.00 | 475.00 | 807.50 | 600.00 | 1,020.00 |
| 727-01 | mobilization | lump | LUMP | 170,000.00 | 170,000.00 | 220,000.00 | 220,000.00 | 452,000.00 | 452,000.00 | 240,000.00 | 240,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 115.00 | 460.00 | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 |
| 804-01-F | precast concrete piles (24") | 2,520 | LNFT | 90.00 | 226,800.00 | 120.00 | 302,400.00 | 157.40 | 396,648.00 | 150.00 | 378,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 35,000.00 | 35,000.00 | 1,000.00 | 1,000.00 |
| 805-01-F | class a concrete (bents) | 108.50 | CUYD | 1,200.00 | 130,200.00 | 1,300.00 | 141,050.00 | 1,200.00 | 130,200.00 | 1,200.00 | 130,200.00 |
| 805-03 | class aa concrete | 322.98 | CUYD | 1,100.00 | 355,278.00 | 1,100.00 | 355,278.00 | 1,100.00 | 355,278.00 | 1,200.00 | 387,576.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 2,212.0 | LNFT | 65.00 | 143,780.00 | 78.00 | 172,536.00 | 70.00 | 154,840.00 | 85.00 | 188,020.00 |
| 806-01 | deformed reinforcing steel | 101,748 | LB | 0.85 | 86,485.80 | 0.90 | 91,573.20 | 0.80 | 81,398.40 | 0.80 | 81,398.40 |
| 807-08 | structural metalwork | lump | LUMP | 71,000.00 | 71,000.00 | 70,000.00 | 70,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 |
| 810-04 | steel & concrete railing | 560.00 | LNFT | 160.00 | 89,600.00 | 200.00 | 112,000.00 | 225.00 | 126,000.00 | 250.00 | 140,000.00 |
| 813-01-A | concrete approach slabs(with sidewalk parapet) | 286.34 | SQYD | 280.00 | 80,175.20 | 280.00 | 80,175.20 | 225.00 | 64,426.50 | 300.00 | 85,902.00 |
| S-001 | vibration monitoring during(all pile driving operations) |
lump | lump | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 |
| CONTRACTOR TOTAL | 1,715,502.90 | 2,281,629.90 | 2,356,096.80 | 2,382,921.40 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - F. MILLER CONSTRUCTION LLC |
- 6 - AUSTIN BRIDGE & ROAD, LP |
- 7 - CECIL D. GASSIOTT LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 20,000.00 | 20,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,500.00 | 5,500.00 | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 100+00,19' wide, 240.4' long timber bridge with steel girder center span and wingwalls) |
1 | EACH | 98,000.00 | 98,000.00 | 150,000.00 | 150,000.00 | 60,000.00 | 60,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 795.0 | SQYD | 10.00 | 7,950.00 | 6.00 | 4,770.00 | 15.00 | 11,925.00 | ||
| 202-02-I | removal of railroad (rails & cross ties) | 300 | lnft | 20.00 | 6,000.00 | 120.00 | 36,000.00 | 25.00 | 7,500.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 70,000.00 | 70,000.00 | 120,000.00 | 120,000.00 | 65,000.00 | 65,000.00 | ||
| 204-02 | temporary hay or straw bales | 30 | EACH | 15.00 | 450.00 | 8.50 | 255.00 | 200.00 | 6,000.00 | ||
| 204-03 | temporary slope drains | 165 | LNFT | 22.00 | 3,630.00 | 16.00 | 2,640.00 | 15.00 | 2,475.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | 85.00 | 340.00 | 110.00 | 440.00 | ||
| 204-06 | temporary silt fencing | 250 | LNFT | 3.50 | 875.00 | 19.31 | 4,827.50 | 5.00 | 1,250.00 | ||
| 302-01-A | class ii base course (stone) | 305.6 | CUYD | 70.00 | 21,392.00 | 180.00 | 55,008.00 | 110.00 | 33,616.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | CUYD | 125.00 | 250.00 | 400.00 | 800.00 | 110.00 | 220.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 30.0 | CUYD | 75.00 | 2,250.00 | 180.00 | 5,400.00 | 100.00 | 3,000.00 | ||
| 502-01 | superpave asphaltic concrete | 280.3 | TON | 200.00 | 56,060.00 | 225.00 | 63,067.50 | 215.00 | 60,264.50 | ||
| 701-05-G-01 | side drain pipe (18")(erosion) | 98 | LNFT | 120.00 | 11,760.00 | 80.00 | 7,840.00 | 35.00 | 3,430.00 | ||
| 701-05-I | side drain pipe (24") | 100 | LNFT | 190.00 | 19,000.00 | 65.00 | 6,500.00 | 48.00 | 4,800.00 | ||
| 701-05-I-01 | side drain pipe (24")(erosion) | 135 | LNFT | 212.00 | 28,620.00 | 65.00 | 8,775.00 | 48.00 | 6,480.00 | ||
| 701-12-U | corrugated metal pipe (extension)(84") | 32 | LNFT | 650.00 | 20,800.00 | 190.00 | 6,080.00 | 125.00 | 4,000.00 | ||
| 701-15 | concrete collar | 1 | EACH | 400.00 | 400.00 | 1,000.00 | 1,000.00 | 8,500.00 | 8,500.00 | ||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 4,200.00 | 4,200.00 | 2,450.00 | 2,450.00 | 6,500.00 | 6,500.00 | ||
| 711-01-C | riprap (30 lb,14" thick ) | 481 | SQYD | 55.00 | 26,455.00 | 140.00 | 67,340.00 | 75.00 | 36,075.00 | ||
| 711-04 | geotextile fabric | 481 | SQYD | 3.50 | 1,683.50 | 10.00 | 4,810.00 | 3.00 | 1,443.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 | ||
| 716-01-A | mulch (vegetative) | 3.0 | TON | 400.00 | 1,200.00 | 400.00 | 1,200.00 | 5,000.00 | 15,000.00 | ||
| 717-01 | seeding | 32 | LB | 10.00 | 320.00 | 1.20 | 38.40 | 10.00 | 320.00 | ||
| 718-01 | fertilizer | 709 | LB | 0.65 | 460.85 | 0.65 | 460.85 | 1.00 | 709.00 | ||
| 726-01 | bedding material | 1.7 | CUYD | 200.00 | 340.00 | 120.00 | 204.00 | 100.00 | 170.00 | ||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 280,000.00 | 280,000.00 | 300,000.00 | 300,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 | ||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 240,000.00 | 240,000.00 | 100,000.00 | 100,000.00 | ||
| 804-01-F | precast concrete piles (24") | 2,520 | LNFT | 300.00 | 756,000.00 | 120.00 | 302,400.00 | 368.00 | 927,360.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 24,000.00 | 24,000.00 | 2,500.00 | 2,500.00 | ||
| 805-01-F | class a concrete (bents) | 108.50 | CUYD | 1,600.00 | 173,600.00 | 1,500.00 | 162,750.00 | 550.00 | 59,675.00 | ||
| 805-03 | class aa concrete | 322.98 | CUYD | 1,500.00 | 484,470.00 | 1,300.00 | 419,874.00 | 900.00 | 290,682.00 | ||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 2,212.0 | LNFT | 100.00 | 221,200.00 | 100.00 | 221,200.00 | 200.00 | 442,400.00 | ||
| 806-01 | deformed reinforcing steel | 101,748 | LB | 1.00 | 101,748.00 | 0.90 | 91,573.20 | 1.00 | 101,748.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 68,000.00 | 68,000.00 | 76,000.00 | 76,000.00 | 5,000.00 | 5,000.00 | ||
| 810-04 | steel & concrete railing | 560.00 | LNFT | 220.00 | 123,200.00 | 140.00 | 78,400.00 | 100.00 | 56,000.00 | ||
| 813-01-A | concrete approach slabs(with sidewalk parapet) | 286.34 | SQYD | 320.00 | 91,628.80 | 250.00 | 71,585.00 | 100.00 | 28,634.00 | ||
| S-001 | vibration monitoring during(all pile driving operations) |
lump | lump | 50,400.00 | 50,400.00 | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 | ||
| CONTRACTOR TOTAL | 2,794,143.15 | 2,809,988.45 | 2,953,516.50 | ||||||||