| |||
| DBE GOAL FED | |||
| Lead Project: 713-42-0136 | |||
| Parish: RICHLAND | |||
| Routes: | |||
| Description: MITCHNER ROAD ROAD BRIDGES I & II AND MONROE ROAD BRIDGE | |||
| Type Const:
c & g, grading, drainage structures, class ii bc, superpave acp, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $1,002,343.55 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $1,041,461.54 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $1,055,196.00 |
| 3 | 09476 | KEY CONSTRUCTORS, INC. | $1,126,887.50 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,168,453.25 |
| 5 | 27492 | GLYNN W. LEONARD, INC. | $1,215,736.00 |
| 6 | 12094 | CECIL D. GASSIOTT | $1,744,037.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - KEY CONSTRUCTORS, INC. |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 25,750.00 | 25,750.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge(sta. 14+99.97',22.38' wide x 58.41' long; timber bridge) |
1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-02 | removal of bridge(sta. 15+00.26',23.22' wide x 96.22' long; timber bridge) |
1 | EACH | 5,100.00 | 5,100.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-03 | removal of bridge(sta. 15+00.10',18.53' wide x 39.45' long; timber bridge) |
1 | EACH | 5,100.00 | 5,100.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 203-05 | excavation & embankment | lump | LUMP | 62,000.00 | 62,000.00 | 65,000.00 | 65,000.00 | 40,000.00 | 40,000.00 | 62,000.00 | 62,000.00 |
| 204-02 | temporary hay or straw bales | 12 | EACH | 1.00 | 12.00 | 10.00 | 120.00 | 20.00 | 240.00 | 15.00 | 180.00 |
| 204-03 | temporary slope drains | 80 | LNFT | 1.00 | 80.00 | 10.00 | 800.00 | 12.00 | 960.00 | 15.00 | 1,200.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 1.00 | 12.00 | 100.00 | 1,200.00 | 20.00 | 240.00 | 230.00 | 2,760.00 |
| 204-06 | temporary silt fencing | 1,440 | LNFT | 1.00 | 1,440.00 | 3.00 | 4,320.00 | 4.00 | 5,760.00 | 4.00 | 5,760.00 |
| 302-01-A | class ii base course(stone only) | 466.4 | CUYD | 90.00 | 41,976.00 | 100.00 | 46,640.00 | 125.00 | 58,300.00 | 150.00 | 69,960.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
30 | CUYD | 90.00 | 2,700.00 | 100.00 | 3,000.00 | 100.00 | 3,000.00 | 200.00 | 6,000.00 |
| 502-01 | superpave asphaltic concrete | 364.3 | TON | 300.00 | 109,290.00 | 250.00 | 91,075.00 | 300.00 | 109,290.00 | 200.00 | 72,860.00 |
| 701-05-M | side drain pipe (36") | 70 | LNFT | 80.00 | 5,600.00 | 120.00 | 8,400.00 | 150.00 | 10,500.00 | 125.00 | 8,750.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 67.00 | 13,400.00 | 75.00 | 15,000.00 | 62.00 | 12,400.00 | 60.00 | 12,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 34.00 | 6,800.00 | 40.00 | 8,000.00 | 32.00 | 6,400.00 | 30.00 | 6,000.00 |
| 705-01 | barbed wire fence | 120 | LNFT | 10.00 | 1,200.00 | 25.00 | 3,000.00 | 10.00 | 1,200.00 | 6.00 | 720.00 |
| 711-01-C | riprap (30 lb,14" thick) | 460 | SQYD | 87.00 | 40,020.00 | 100.00 | 46,000.00 | 85.00 | 39,100.00 | 60.00 | 27,600.00 |
| 711-04 | geotextile fabric | 460 | SQYD | 4.00 | 1,840.00 | 3.00 | 1,380.00 | 3.00 | 1,380.00 | 3.00 | 1,380.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 16,600.00 | 16,600.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 716-01-A | mulch (vegetative) | 1.50 | TON | 2,400.00 | 3,600.00 | 2,000.00 | 3,000.00 | 1,000.00 | 1,500.00 | 655.00 | 982.50 |
| 717-01 | seeding | 17 | LB | 7.50 | 127.50 | 100.00 | 1,700.00 | 20.00 | 340.00 | 8.00 | 136.00 |
| 718-01 | fertilizer | 340 | LB | 2.00 | 680.00 | 3.00 | 1,020.00 | 1.50 | 510.00 | 0.50 | 170.00 |
| 726-01 | bedding material | 159.2 | CUYD | 102.00 | 16,238.40 | 100.00 | 15,920.00 | 100.00 | 15,920.00 | 125.00 | 19,900.00 |
| 727-01 | mobilization | lump | LUMP | 93,225.00 | 93,225.00 | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | 110,000.00 | 110,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 82.00 | 328.00 | 100.00 | 400.00 | 80.00 | 320.00 | 75.00 | 300.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 82.00 | 1,312.00 | 100.00 | 1,600.00 | 80.00 | 1,280.00 | 75.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 6,300.00 | 6,300.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 804-01-B | precast concrete piles (14") | 1,392 | LNFT | 63.00 | 87,696.00 | 115.00 | 160,080.00 | 80.00 | 111,360.00 | 100.00 | 139,200.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 10,000.00 | 20,000.00 | 2,500.00 | 5,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 37.78 | CUYD | 1,533.00 | 57,916.74 | 1,100.00 | 41,558.00 | 1,500.00 | 56,670.00 | 1,200.00 | 45,336.00 |
| 805-10-A | bridge superstructure & substructure(28' clear roadway,90 degree crossing;) |
8 | SPAN | 37,000.00 | 296,000.00 | 22,000.00 | 176,000.00 | 30,000.00 | 240,000.00 | 38,000.00 | 304,000.00 |
| 805-12-R | reinforced concrete box culverts (9'x 7') | 114.0 | LNFT | 820.00 | 93,480.00 | 1,200.00 | 136,800.00 | 1,100.00 | 125,400.00 | 725.00 | 82,650.00 |
| 806-01 | deformed reinforcing steel | 2,727 | LB | 1.70 | 4,635.90 | 3.00 | 8,181.00 | 2.50 | 6,817.50 | 1.25 | 3,408.75 |
| S-101 | concrete approach slabs(28'clear roadway;90 degree crossing; w/out asphalt) |
4 | EACH | 9,500.00 | 38,000.00 | 10,000.00 | 40,000.00 | 12,000.00 | 48,000.00 | 8,500.00 | 34,000.00 |
| CONTRACTOR TOTAL | 1,041,461.54 | 1,055,196.00 | 1,126,887.50 | 1,168,453.25 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GLYNN W. LEONARD, INC. |
- 6 - CECIL D. GASSIOTT |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 14+99.97',22.38' wide x 58.41' long; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta. 15+00.26',23.22' wide x 96.22' long; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-A-03 | removal of bridge(sta. 15+00.10',18.53' wide x 39.45' long; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 45,000.00 | 45,000.00 | 175,000.00 | 175,000.00 | ||||
| 204-02 | temporary hay or straw bales | 12 | EACH | 50.00 | 600.00 | 20.00 | 240.00 | ||||
| 204-03 | temporary slope drains | 80 | LNFT | 20.00 | 1,600.00 | 15.00 | 1,200.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 500.00 | 6,000.00 | 500.00 | 6,000.00 | ||||
| 204-06 | temporary silt fencing | 1,440 | LNFT | 6.00 | 8,640.00 | 7.50 | 10,800.00 | ||||
| 302-01-A | class ii base course(stone only) | 466.4 | CUYD | 125.00 | 58,300.00 | 125.00 | 58,300.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
30 | CUYD | 125.00 | 3,750.00 | 125.00 | 3,750.00 | ||||
| 502-01 | superpave asphaltic concrete | 364.3 | TON | 175.00 | 63,752.50 | 175.00 | 63,752.50 | ||||
| 701-05-M | side drain pipe (36") | 70 | LNFT | 115.00 | 8,050.00 | 140.00 | 9,800.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 60.00 | 12,000.00 | 100.00 | 20,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 60.00 | 12,000.00 | 50.00 | 10,000.00 | ||||
| 705-01 | barbed wire fence | 120 | LNFT | 10.00 | 1,200.00 | 10.00 | 1,200.00 | ||||
| 711-01-C | riprap (30 lb,14" thick) | 460 | SQYD | 85.00 | 39,100.00 | 75.00 | 34,500.00 | ||||
| 711-04 | geotextile fabric | 460 | SQYD | 2.00 | 920.00 | 3.50 | 1,610.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 21,000.00 | 21,000.00 | 25,000.00 | 25,000.00 | ||||
| 716-01-A | mulch (vegetative) | 1.50 | TON | 800.00 | 1,200.00 | 2,500.00 | 3,750.00 | ||||
| 717-01 | seeding | 17 | LB | 25.00 | 425.00 | 125.00 | 2,125.00 | ||||
| 718-01 | fertilizer | 340 | LB | 3.00 | 1,020.00 | 7.50 | 2,550.00 | ||||
| 726-01 | bedding material | 159.2 | CUYD | 125.00 | 19,900.00 | 125.00 | 19,900.00 | ||||
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 75,000.00 | 75,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 65.00 | 260.00 | 100.00 | 400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 100.00 | 1,600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 1,392 | LNFT | 63.00 | 87,696.00 | 200.00 | 278,400.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 500.00 | 1,000.00 | 2,500.00 | 5,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 37.78 | CUYD | 1,250.00 | 47,225.00 | 500.00 | 18,890.00 | ||||
| 805-10-A | bridge superstructure & substructure(28' clear roadway,90 degree crossing;) |
8 | SPAN | 35,000.00 | 280,000.00 | 35,000.00 | 280,000.00 | ||||
| 805-12-R | reinforced concrete box culverts (9'x 7') | 114.0 | LNFT | 1,500.00 | 171,000.00 | 2,000.00 | 228,000.00 | ||||
| 806-01 | deformed reinforcing steel | 2,727 | LB | 2.50 | 6,817.50 | 10.00 | 27,270.00 | ||||
| S-101 | concrete approach slabs(28'clear roadway;90 degree crossing; w/out asphalt) |
4 | EACH | 9,000.00 | 36,000.00 | 27,500.00 | 110,000.00 | ||||
| CONTRACTOR TOTAL | 1,215,736.00 | 1,744,037.50 | |||||||||