| |||
| Lead Project: 120-01-0015 | |||
| Parish: SABINE | |||
| Routes: LA 474 | |||
| Description: DESS ROAD - FLORIEN TOWN LIMITS | |||
| Type Const:
grading, cold planing asphaltic concrete, in-place cement treated base course, superpave asphaltic concrete overlay, lime treatment and related work. | |||
| Estimated Construction Cost: $1,940,072.97 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,799,931.27 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $1,997,274.46 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,160,111.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,000.00 | 7,000.00 | 2,500.00 | 2,500.00 | 14,000.00 | 14,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 25 | SQYD | 41.00 | 1,025.00 | 65.00 | 1,625.00 | 50.00 | 1,250.00 | ||
| 202-02-E | removal of concrete curbs | 590.0 | LNFT | 3.50 | 2,065.00 | 5.00 | 2,950.00 | 10.00 | 5,900.00 | ||
| 202-02-H | removal of guard rail | 584 | LNFT | 6.00 | 3,504.00 | 3.00 | 1,752.00 | 6.00 | 3,504.00 | ||
| 203-07 | borrow (vehicular measurement) | 646 | CUYD | 18.00 | 11,628.00 | 12.00 | 7,752.00 | 15.00 | 9,690.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 16.00 | 3,200.00 | 12.00 | 2,400.00 | 20.00 | 4,000.00 | ||
| 304-01 | lime | 596.14 | TON | 150.00 | 89,421.00 | 153.00 | 91,209.42 | 155.00 | 92,401.70 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 37,850 | SQYD | 2.00 | 75,700.00 | 3.27 | 123,769.50 | 3.50 | 132,475.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 56,557 | SQYD | 6.25 | 353,481.25 | 6.50 | 367,620.50 | 6.50 | 367,620.50 | ||
| 308-02 | removal of existing patches | 350 | SQYD | 16.00 | 5,600.00 | 15.00 | 5,250.00 | 20.00 | 7,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,002 | CUYD | 19.00 | 38,038.00 | 20.00 | 40,040.00 | 85.00 | 170,170.00 | ||
| 502-01 | superpave asphaltic concrete | 10,003.3 | TON | 84.00 | 840,277.20 | 90.00 | 900,297.00 | 89.00 | 890,293.70 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
492.3 | TON | 140.00 | 68,922.00 | 140.00 | 68,922.00 | 175.00 | 86,152.50 | ||
| 509-01 | cold planing asphaltic pavement | 53,165 | SQYD | 1.00 | 53,165.00 | 1.00 | 53,165.00 | 0.45 | 23,924.25 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,765 | CUYD | 0.10 | - 376.50 | 0.01 | - 37.65 | 0.01 | - 37.65 | ||
| 701-10-P | reinforced concrete pipe (extension)(54") | 16 | LNFT | 435.00 | 6,960.00 | 350.00 | 5,600.00 | 300.00 | 4,800.00 | ||
| 701-15 | concrete collar | 1 | EACH | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 1,600.00 | 1,600.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 560.0 | LNFT | 33.00 | 18,480.00 | 30.00 | 16,800.00 | 31.00 | 17,360.00 | ||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 20.00 | 2,000.00 | 18.00 | 1,800.00 | 20.00 | 2,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 57.00 | 11,400.00 | 52.00 | 10,400.00 | 55.00 | 11,000.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,300.00 | 18,400.00 | 2,400.00 | 19,200.00 | ||
| 707-04 | asphaltic curb | 80.0 | LNFT | 48.00 | 3,840.00 | 100.00 | 8,000.00 | 30.00 | 2,400.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.259 | MILE | 135.00 | 1,519.97 | 200.00 | 2,251.80 | 350.00 | 3,940.65 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.239 | MILE | 300.00 | 1,271.70 | 0.01 | 0.04 | 50.00 | 211.95 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 40.232 | MILE | 450.00 | 18,104.40 | 0.01 | 0.40 | 100.00 | 4,023.20 | ||
| 717-01 | seeding | 113 | LB | 11.00 | 1,243.00 | 10.00 | 1,130.00 | 11.00 | 1,243.00 | ||
| 718-01 | fertilizer | 3,760 | LB | 0.50 | 1,880.00 | 0.40 | 1,504.00 | 0.50 | 1,880.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 | ||
| 726-01 | bedding material | 5.3 | CUYD | 225.00 | 1,192.50 | 175.00 | 927.50 | 90.00 | 477.00 | ||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 105,000.00 | 105,000.00 | 80,000.00 | 80,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 70.00 | 140.00 | 62.00 | 124.00 | 75.00 | 150.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 72.00 | 576.00 | 75.00 | 600.00 | ||
| 731-02 | reflectorized raised pavement markers | 887 | EACH | 5.50 | 4,878.50 | 4.50 | 3,991.50 | 5.00 | 4,435.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 587 | LNFT | 0.80 | 469.60 | 1.00 | 587.00 | 1.00 | 587.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 367 | LNFT | 2.25 | 825.75 | 3.00 | 1,101.00 | 2.25 | 825.75 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.399 | MILE | 2,600.00 | 34,837.40 | 2,150.00 | 28,807.85 | 2,500.00 | 33,497.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.402 | MILE | 750.00 | 1,051.50 | 800.00 | 1,121.60 | 725.00 | 1,016.45 | ||
| 735-01 | mailboxes | 17 | EACH | 1.00 | 17.00 | 1.00 | 17.00 | 50.00 | 850.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 150.00 | 2,250.00 | 150.00 | 2,250.00 | 150.00 | 2,250.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 185.00 | 370.00 | 200.00 | 400.00 | ||
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | ||
| S-001 | cleaning existing ditches | 50 | LNFT | 12.00 | 600.00 | 125.00 | 6,250.00 | 25.00 | 1,250.00 | ||
| S-002 | saw cutting | 110 | INFT | 12.00 | 1,320.00 | 5.00 | 550.00 | 7.00 | 770.00 | ||
| CONTRACTOR TOTAL | 1,799,931.27 | 1,997,274.46 | 2,160,111.50 | ||||||||