| |||
| DBE GOAL FED | |||
| Lead Project: 713-14-0108 | |||
| Parish: CLAIBORNE, WEBSTER | |||
| Routes: | |||
| Description: OLD ARCADIA ROAD BRIDGES | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,387,509.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $1,143,248.00 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $1,276,964.00 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $1,280,795.00 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,284,953.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - BLOUNT BROS. CONSTRUCTION, 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 | 3,600.00 | 3,600.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 |
| 202-02-A-01 | removal of bridges (sta 100+00; 55'x20' timber bridge) | 1 | EACH | 3,300.00 | 3,300.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 |
| 202-02-I | removal of pipes (sta 15+26; 3-72" cmp) | lump | LUMP | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 159,000.00 | 159,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 89,000.00 | 89,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 60.00 | 480.00 | 250.00 | 2,000.00 | 115.00 | 920.00 | 165.00 | 1,320.00 |
| 204-06 | temporary silt fencing | 1,800 | LNFT | 3.00 | 5,400.00 | 3.00 | 5,400.00 | 3.00 | 5,400.00 | 3.00 | 5,400.00 |
| 302-01-A | class ii base course (stone) | 615.1 | CUYD | 80.00 | 49,208.00 | 100.00 | 61,510.00 | 90.00 | 55,359.00 | 125.00 | 76,887.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
72 | CUYD | 106.00 | 7,632.00 | 100.00 | 7,200.00 | 45.00 | 3,240.00 | 75.00 | 5,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 104.00 | 10,400.00 | 100.00 | 10,000.00 | 40.00 | 4,000.00 | 50.00 | 5,000.00 |
| 502-01 | superpave asphaltic concrete | 480.6 | TON | 227.00 | 109,096.20 | 150.00 | 72,090.00 | 120.00 | 57,672.00 | 160.00 | 76,896.00 |
| 701-05-G | side drain pipe (18") | 30 | LNFT | 109.00 | 3,270.00 | 50.00 | 1,500.00 | 40.00 | 1,200.00 | 75.00 | 2,250.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 73.00 | 14,600.00 | 65.00 | 13,000.00 | 57.00 | 11,400.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 40.00 | 8,000.00 | 45.00 | 9,000.00 | 40.00 | 8,000.00 | 35.00 | 7,000.00 |
| 705-02 | combination mesh & barbed wire fence | 400 | LNFT | 10.00 | 4,000.00 | 20.00 | 8,000.00 | 10.00 | 4,000.00 | 6.00 | 2,400.00 |
| 707-04 | asphaltic curb | 40.0 | LNFT | 26.00 | 1,040.00 | 30.00 | 1,200.00 | 30.00 | 1,200.00 | 30.00 | 1,200.00 |
| 711-01-D | riprap (55 lb,18" thick ) | 550 | SQYD | 85.00 | 46,750.00 | 85.00 | 46,750.00 | 65.00 | 35,750.00 | 65.00 | 35,750.00 |
| 711-04 | geotextile fabric | 550 | SQYD | 4.00 | 2,200.00 | 3.00 | 1,650.00 | 3.00 | 1,650.00 | 4.00 | 2,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 713-02-A-01 | temporary pavement markings (4" width)(type 1 removable) |
4,408 | LNFT | 3.00 | 13,224.00 | 4.00 | 17,632.00 | 3.00 | 13,224.00 | 2.25 | 9,918.00 |
| 713-02-E | temporary pavement markings (24" width)(type 1 removable) |
20 | LNFT | 16.00 | 320.00 | 23.00 | 460.00 | 20.00 | 400.00 | 14.00 | 280.00 |
| 713-07 | temporary precast concrete barrier (contractor furnished) |
52 | EACH | 725.00 | 37,700.00 | 1,000.00 | 52,000.00 | 800.00 | 41,600.00 | 1,000.00 | 52,000.00 |
| 716-01-A | mulch (vegetative) | 1.4 | TON | 1,542.00 | 2,158.80 | 2,500.00 | 3,500.00 | 550.00 | 770.00 | 650.00 | 910.00 |
| 717-01 | seeding | 21 | LB | 7.00 | 147.00 | 50.00 | 1,050.00 | 10.00 | 210.00 | 7.00 | 147.00 |
| 718-01 | fertilizer | 700 | LB | 2.00 | 1,400.00 | 2.00 | 1,400.00 | 1.00 | 700.00 | 0.35 | 245.00 |
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 75,000.00 | 75,000.00 | 40,000.00 | 40,000.00 | 110,000.00 | 110,000.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 85.00 | 1,360.00 | 95.00 | 1,520.00 | 150.00 | 2,400.00 | 75.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 15,200.00 | 15,200.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 803-05 | temporary sheeting | lump | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| 804-01-B | precast concrete piles (14") | 1,935 | LNFT | 56.00 | 108,360.00 | 100.00 | 193,500.00 | 60.00 | 116,100.00 | 90.00 | 174,150.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 5,000.00 | 10,000.00 | 2,500.00 | 5,000.00 |
| 805-10-A | bridge superstructure & substructure (28' rdw; 90 deg xing)(c.i.p.) |
12 | SPAN | 31,000.00 | 372,000.00 | 30,000.00 | 360,000.00 | 42,000.00 | 504,000.00 | 38,000.00 | 456,000.00 |
| S-001 | temporary traffic signal (solar operated) | 2 | EACH | 41,000.00 | 82,000.00 | 60,000.00 | 120,000.00 | 45,000.00 | 90,000.00 | 2,500.00 | 5,000.00 |
| CONTRACTOR TOTAL | 1,143,248.00 | 1,276,964.00 | 1,280,795.00 | 1,284,953.50 | |||||||