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| DBE GOAL FED | |||
| Lead Project: 067-04-0025 | |||
| Parish: BIENVILLE | |||
| Routes: LA 4 | |||
| Description: LA 4 BRIDGES NEAR FRIENDSHIP | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $4,460,100.85 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $3,724,538.30 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $4,938,250.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GUINN BROTHERS, LLC. |
|
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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 | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridges(sta. 125+85.40' 24' x 209'concrete slab bridge) |
1 | EACH | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-A-02 | removal of bridges(sta. 131+02; 25' x 152' timber trestle bridge) |
1 | EACH | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | ||||
| 202-02-A-03 | removal of bridges(sta. 124+78; 24' x 38' concrete slab bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 | ||||
| 202-02-A-04 | removal of bridges(sta. 128+00; 32' x 38' timber trestle bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 6,408.9 | SQYD | 7.00 | 44,862.30 | 6.00 | 38,453.40 | ||||
| 202-02-H | removal of guard rail | 800 | LNFT | 5.00 | 4,000.00 | 6.00 | 4,800.00 | ||||
| 203-02 | drainage excavation | 2,294 | CUYD | 10.00 | 22,940.00 | 11.50 | 26,381.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 80,000.00 | 80,000.00 | 135,000.00 | 135,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 7 | EACH | 150.00 | 1,050.00 | 100.00 | 700.00 | ||||
| 204-06 | temporary silt fencing | 3,550 | LNFT | 3.00 | 10,650.00 | 3.00 | 10,650.00 | ||||
| 302-02-A | class ii base course (4" thick) | 8,272.3 | SQYD | 16.00 | 132,356.80 | 13.00 | 107,539.90 | ||||
| 302-02-D | class ii base course (8 1/2" thick) | 8,272.3 | SQYD | 15.00 | 124,084.50 | 20.00 | 165,446.00 | ||||
| 304-05 | lime treatment (type e) | 117.00 | TON | 300.00 | 35,100.00 | 1,200.00 | 140,400.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
16 | CUYD | 95.00 | 1,520.00 | 100.00 | 1,600.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 10.0 | CUYD | 250.00 | 2,500.00 | 100.00 | 1,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 1,970.6 | TON | 150.00 | 295,590.00 | 185.00 | 364,561.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
588.9 | TON | 200.00 | 117,780.00 | 210.00 | 123,669.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 68 | LNFT | 75.00 | 5,100.00 | 125.00 | 8,500.00 | ||||
| 701-05-G | side drain pipe (18") | 44 | LNFT | 55.00 | 2,420.00 | 105.00 | 4,620.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion control) | 146 | LNFT | 75.00 | 10,950.00 | 115.00 | 16,790.00 | ||||
| 704-03 | blocked out guard rail | 425.0 | LNFT | 20.00 | 8,500.00 | 25.00 | 10,625.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 60.00 | 24,000.00 | 70.00 | 28,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,150.00 | 25,800.00 | 2,550.00 | 30,600.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,400.00 | 9,600.00 | 3,200.00 | 12,800.00 | ||||
| 705-01 | barbed wire fence | 368 | LNFT | 10.50 | 3,864.00 | 7.00 | 2,576.00 | ||||
| 708-01 | right-of-way monument | 27 | EACH | 150.00 | 4,050.00 | 200.00 | 5,400.00 | ||||
| 708-02 | right-of-way monument witness post | 27 | EACH | 150.00 | 4,050.00 | 200.00 | 5,400.00 | ||||
| 711-01-D | riprap (55 lb) | 2,481 | SQYD | 75.00 | 186,075.00 | 75.00 | 186,075.00 | ||||
| 711-04 | geotextile fabric | 4,088 | SQYD | 3.00 | 12,264.00 | 5.00 | 20,440.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 88,000.00 | 88,000.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 336 | SQYD | 3.00 | 1,008.00 | 10.00 | 3,360.00 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 489 | SQYD | 4.00 | 1,956.00 | 10.00 | 4,890.00 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 400 | SQYD | 4.50 | 1,800.00 | 10.00 | 4,000.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||||
| 726-01 | bedding material | 10.0 | CUYD | 100.00 | 1,000.00 | 100.00 | 1,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 370,000.00 | 370,000.00 | 450,000.00 | 450,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 75.00 | 1,200.00 | 100.00 | 1,600.00 | ||||
| 731-02 | reflectorized raised pavement markers | 395 | EACH | 5.00 | 1,975.00 | 8.00 | 3,160.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.361 | MILE | 3,000.00 | 4,083.00 | 3,500.00 | 4,763.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.163 | MILE | 1,000.00 | 163.00 | 1,200.00 | 195.60 | ||||
| 739-01 | hydro-seeding | 4.41 | ACRE | 1,600.00 | 7,056.00 | 2,500.00 | 11,025.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 112,500.00 | 112,500.00 | ||||
| 804-01-C | precast concrete piles (16") | 7,804 | LNFT | 62.00 | 483,848.00 | 80.00 | 624,320.00 | ||||
| 804-12 | loading permanent piles | 4 | EACH | 2,500.00 | 10,000.00 | 1.00 | 4.00 | ||||
| 805-01-F | class a concrete (bents) | 237.05 | CUYD | 750.00 | 177,787.50 | 1,200.00 | 284,460.00 | ||||
| 805-03 | class aa concrete | 985.16 | CUYD | 600.00 | 591,096.00 | 1,000.00 | 985,160.00 | ||||
| 806-01 | deformed reinforcing steel | 221,752 | LB | 1.00 | 221,752.00 | 1.25 | 277,190.00 | ||||
| 810-01 | concrete railing (barrier) | 1,120.00 | LNFT | 75.00 | 84,000.00 | 80.00 | 89,600.00 | ||||
| 813-01 | concrete approach slabs | 1,457.76 | SQYD | 220.00 | 320,707.20 | 225.00 | 327,996.00 | ||||
| CONTRACTOR TOTAL | 3,724,538.30 | 4,938,250.40 | |||||||||