| |||
| DBE GOAL FED | |||
| Lead Project: 035-01-0016 | |||
| Parish: SABINE | |||
| Routes: LA 175 | |||
| Description: LA 175 CURVE REALIGNMENT | |||
| Type Const:
grading, class ii base course, lime treatment, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,012,173.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33685 | SPECIALTY CONTRACTORS | $1,253,875.19 |
| 2 | 28218 | F. J. BURNELL, INC. | $1,507,808.30 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,602,547.40 |
| 4 | 31970 | S.F.C. CONTRACT SERVICES, INC. | $1,727,943.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY CONTRACTORS |
- 2 - F. J. BURNELL, INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - S.F.C. CONTRACT SERVICES, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 66,000.00 | 66,000.00 | 80,000.00 | 80,000.00 | 55,000.00 | 55,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 202-02-D | removal of concrete walks & drives | 36 | SQYD | 10.00 | 360.00 | 15.00 | 540.00 | 15.00 | 540.00 | 22.00 | 792.00 |
| 202-02-G | removal of surfacing & stabilized base | 6,037.8 | SQYD | 2.00 | 12,075.60 | 4.00 | 24,151.20 | 4.50 | 27,170.10 | 7.00 | 42,264.60 |
| 203-01 | general excavation | 20,474 | CUYD | 1.85 | 37,876.90 | 4.00 | 81,896.00 | 5.00 | 102,370.00 | 3.50 | 71,659.00 |
| 203-03 | embankment | 42,911 | CUYD | 6.00 | 257,466.00 | 9.00 | 386,199.00 | 9.50 | 407,654.50 | 8.00 | 343,288.00 |
| 204-05-A | temporary sediment check dams (hay) | 45 | EACH | 100.00 | 4,500.00 | 100.00 | 4,500.00 | 200.00 | 9,000.00 | 186.00 | 8,370.00 |
| 204-06 | temporary silt fencing | 2,420 | LNFT | 2.00 | 4,840.00 | 2.00 | 4,840.00 | 2.00 | 4,840.00 | 3.00 | 7,260.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 15,284.8 | SQYD | 10.19 | 155,752.11 | 10.75 | 164,311.60 | 11.00 | 168,132.80 | 19.00 | 290,411.20 |
| 304-05 | lime treatment (type e) | 21.67 | TON | 369.00 | 7,996.23 | 200.00 | 4,334.00 | 350.00 | 7,584.50 | 460.00 | 9,968.20 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
59 | CUYD | 80.00 | 4,720.00 | 90.00 | 5,310.00 | 100.00 | 5,900.00 | 109.00 | 6,431.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 30.00 | 15,000.00 | 10.00 | 5,000.00 | 73.00 | 36,500.00 | 85.00 | 42,500.00 |
| 502-01 | superpave asphaltic concrete | 3,177.4 | TON | 115.00 | 365,401.00 | 130.00 | 413,062.00 | 96.00 | 305,030.40 | 116.00 | 368,578.40 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
297.0 | TON | 165.00 | 49,005.00 | 185.00 | 54,945.00 | 160.00 | 47,520.00 | 165.00 | 49,005.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 112 | LNFT | 58.00 | 6,496.00 | 65.00 | 7,280.00 | 100.00 | 11,200.00 | 100.00 | 11,200.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 168 | LNFT | 106.00 | 17,808.00 | 100.00 | 16,800.00 | 150.00 | 25,200.00 | 143.00 | 24,024.00 |
| 701-05-G | side drain pipe (18") | 168 | LNFT | 36.00 | 6,048.00 | 45.00 | 7,560.00 | 55.00 | 9,240.00 | 60.00 | 10,080.00 |
| 706-02-C | concrete drive (6" thick) | 295.1 | SQYD | 48.00 | 14,164.80 | 67.00 | 19,771.70 | 115.00 | 33,936.50 | 77.00 | 22,722.70 |
| 708-01 | right-of-way monument | 24 | EACH | 100.00 | 2,400.00 | 160.00 | 3,840.00 | 400.00 | 9,600.00 | 180.00 | 4,320.00 |
| 708-02 | right-of-way monument witness post | 24 | EACH | 100.00 | 2,400.00 | 55.00 | 1,320.00 | 400.00 | 9,600.00 | 90.00 | 2,160.00 |
| 711-01-D | riprap (55 lb, 18" thick) | 600 | SQYD | 58.00 | 34,800.00 | 45.00 | 27,000.00 | 62.00 | 37,200.00 | 55.00 | 33,000.00 |
| 711-04 | geotextile fabric | 600 | SQYD | 3.00 | 1,800.00 | 2.00 | 1,200.00 | 2.80 | 1,680.00 | 3.40 | 2,040.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 17,000.00 | 17,000.00 | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.220 | MILE | 300.00 | 366.00 | 500.00 | 610.00 | 350.00 | 427.00 | 600.00 | 732.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.464 | MILE | 700.00 | 3,824.80 | 225.00 | 1,229.40 | 250.00 | 1,366.00 | 1,100.00 | 6,010.40 |
| 716-01-A | mulch (vegetative) | 13.0 | TON | 800.00 | 10,400.00 | 500.00 | 6,500.00 | 450.00 | 5,850.00 | 600.00 | 7,800.00 |
| 717-01 | seeding | 1,040 | LB | 9.00 | 9,360.00 | 8.50 | 8,840.00 | 8.50 | 8,840.00 | 10.00 | 10,400.00 |
| 718-01 | fertilizer | 13,000 | LB | 0.90 | 11,700.00 | 0.50 | 6,500.00 | 0.50 | 6,500.00 | 0.75 | 9,750.00 |
| 720-01-A | erosion control system, slope protection (type a) | 9,950 | SQYD | 2.00 | 19,900.00 | 1.50 | 14,925.00 | 1.50 | 14,925.00 | 1.50 | 14,925.00 |
| 722-01 | project site laboratory | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 726-01 | bedding material | 118.6 | CUYD | 80.00 | 9,488.00 | 80.00 | 9,488.00 | 115.00 | 13,639.00 | 78.00 | 9,250.80 |
| 727-01 | mobilization | lump | LUMP | 48,000.00 | 48,000.00 | 80,000.00 | 80,000.00 | 140,000.00 | 140,000.00 | 175,000.00 | 175,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 110.00 | 440.00 | 85.00 | 340.00 | 620.00 | 2,480.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 2,160.00 | 2,160.00 |
| 731-02 | reflectorized raised pavement markers | 102 | EACH | 5.50 | 561.00 | 5.70 | 581.40 | 5.50 | 561.00 | 7.30 | 744.60 |
| 732-01-E | plastic pavement striping (24" width) | 32 | LNFT | 4.00 | 128.00 | 5.00 | 160.00 | 3.80 | 121.60 | 6.00 | 192.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.141 | MILE | 2,750.00 | 8,637.75 | 3,000.00 | 9,423.00 | 3,000.00 | 9,423.00 | 3,250.00 | 10,208.25 |
| 735-01 | mailboxes | 1 | EACH | 50.00 | 50.00 | 1.00 | 1.00 | 11.00 | 11.00 | 108.00 | 108.00 |
| 735-02 | mailbox supports (single) | 1 | EACH | 150.00 | 150.00 | 250.00 | 250.00 | 145.00 | 145.00 | 108.00 | 108.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| CONTRACTOR TOTAL | 1,253,875.19 | 1,507,808.30 | 1,602,547.40 | 1,727,943.15 | |||||||