| |||
| DBE GOAL FED | |||
| Lead Project: 432-01-0021 | |||
| Parish: SABINE | |||
| Routes: LA 191 | |||
| Description: JCT. LA 476 - CYPRESS BEND PKWY. | |||
| Type Const:
grading, cold planing asph. concrete, pavement patching, asph. surface treatment, lime treatment, cement treated base course, superpave asph. concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,997,370.98 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,114,666.90 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,165,532.03 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 75 | SQYD | 40.00 | 3,000.00 | 9.00 | 675.00 | 40.00 | 3,000.00 | ||
| 202-02-H | removal of guard rail | 1,608 | LNFT | 3.00 | 4,824.00 | 3.50 | 5,628.00 | 3.50 | 5,628.00 | ||
| 203-08 | borrow (vehicular measurement) | 3,513 | CUYD | 8.00 | 28,104.00 | 15.00 | 52,695.00 | 8.75 | 30,738.75 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 332 | CUYD | 8.00 | 2,656.00 | 25.00 | 8,300.00 | 9.50 | 3,154.00 | ||
| 303-02 | removal of existing patches | 200 | SQYD | 25.00 | 5,000.00 | 30.00 | 6,000.00 | 25.00 | 5,000.00 | ||
| 304-01 | lime | 715.78 | TON | 130.00 | 93,051.40 | 100.00 | 71,578.00 | 120.00 | 85,893.60 | ||
| 304-04-B | lime treatment (type d) (8 1/2" thick) | 58,006 | SQYD | 1.65 | 95,709.90 | 1.00 | 58,006.00 | 1.90 | 110,211.40 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,644 | CUYD | 25.00 | 66,100.00 | 40.00 | 105,760.00 | 43.00 | 113,692.00 | ||
| 502-01 | superpave asphaltic concrete | 18,428.0 | TON | 49.00 | 902,972.00 | 58.00 | 1,068,824.00 | 48.75 | 898,365.00 | ||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
359.6 | TON | 100.00 | 35,960.00 | 90.00 | 32,364.00 | 100.00 | 35,960.00 | ||
| 507-01-B | asphaltic surface treatment (2 applications) | 33,721 | SQYD | 2.60 | 87,674.60 | 3.00 | 101,163.00 | 3.00 | 101,163.00 | ||
| 509-01 | cold planing asphaltic pavement | 43,293 | SQYD | 1.15 | 49,786.95 | 1.00 | 43,293.00 | 1.36 | 58,878.48 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,510 | CUYD | 0.01 | - 15.10 | 1.00 | - 1,510.00 | 0.10 | - 151.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 300.0 | LNFT | 32.00 | 9,600.00 | 34.00 | 10,200.00 | 37.00 | 11,100.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 868.0 | LNFT | 45.50 | 39,494.00 | 48.00 | 41,664.00 | 52.00 | 45,136.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 16.00 | 2,400.00 | 18.00 | 2,700.00 | 18.50 | 2,775.00 | ||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 1,800.00 | 21,600.00 | 2,000.00 | 24,000.00 | 2,100.00 | 25,200.00 | ||
| 706-02-C | concrete drive (6" thick) | 75.0 | SQYD | 75.00 | 5,625.00 | 50.00 | 3,750.00 | 75.00 | 5,625.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 16,000.00 | 16,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.887 | MILE | 250.00 | 3,721.75 | 400.00 | 5,954.80 | 150.00 | 2,233.05 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.758 | MILE | 1.00 | 7.75 | 300.00 | 2,327.40 | 288.00 | 2,234.30 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 48.439 | MILE | 1.00 | 48.43 | 450.00 | 21,797.55 | 460.00 | 22,281.94 | ||
| 713-07 | temporary reflectorized raised pavement markers | 353 | EACH | 1.50 | 529.50 | 2.00 | 706.00 | 1.72 | 607.16 | ||
| 717-01 | seeding | 45 | LB | 7.00 | 315.00 | 8.00 | 360.00 | 8.00 | 360.00 | ||
| 718-01 | fertilizer | 1,000 | LB | 0.30 | 300.00 | 0.35 | 350.00 | 0.35 | 350.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 100 | SQYD | 1.00 | 100.00 | 2.00 | 200.00 | 1.15 | 115.00 | ||
| 721-01 | asphalt mulch | 2,420 | GAL | 1.50 | 3,630.00 | 2.00 | 4,840.00 | 1.72 | 4,162.40 | ||
| 722-01 | project site laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 200 | SQYD | 65.00 | 13,000.00 | 90.00 | 18,000.00 | 65.00 | 13,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 158,000.00 | 158,000.00 | 60,000.00 | 60,000.00 | 200,000.00 | 200,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 68.00 | 816.00 | 75.00 | 900.00 | 80.00 | 960.00 | ||
| 731-02 | reflectorized raised pavement markers | 773 | EACH | 3.50 | 2,705.50 | 5.00 | 3,865.00 | 5.17 | 3,996.41 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.241 | MILE | 2,000.00 | 38,482.00 | 1,850.00 | 35,595.85 | 2,012.00 | 38,712.89 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.904 | MILE | 1,000.00 | 2,904.00 | 700.00 | 2,032.80 | 750.00 | 2,178.00 | ||
| 735-01 | mailboxes | 6 | EACH | 1.00 | 6.00 | 25.00 | 150.00 | 15.00 | 90.00 | ||
| 735-02 | mailbox supports (single) | 5 | EACH | 175.00 | 875.00 | 175.00 | 875.00 | 150.00 | 750.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 250.00 | 250.00 | 250.00 | 250.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 17,000.00 | 17,000.00 | ||
| S-001 | cement treated base course (12 in depth) | 59,154 | SQYD | 4.60 | 272,108.40 | 4.75 | 280,981.50 | 4.75 | 280,981.50 | ||
| S-002 | sawcuts in asphaltic concrete lifts | 736 | LNFT | 1.50 | 1,104.00 | 2.00 | 1,472.00 | 0.57 | 419.52 | ||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
736 | LNFT | 2.00 | 1,472.00 | 3.00 | 2,208.00 | 1.03 | 758.08 | ||
| S-004 | cleaning and re-sealing existing bridge deck joints | 3,237 | LNFT | 1.70 | 5,502.90 | 3.00 | 9,711.00 | 1.15 | 3,722.55 | ||
| CONTRACTOR TOTAL | 1,997,370.98 | 2,114,666.90 | 2,165,532.03 | ||||||||