| |||
| Lead Project: 321-04-0013 | |||
| Parish: JACKSON | |||
| Routes: LA 505 | |||
| Description: LA 147 TO LA 4 | |||
| Type Const:
grading, drainage structure, cold planing, in-place cement treated base course, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $2,613,756.66 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,629,523.25 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,699,866.80 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,839,313.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | ||
| 202-02-D | removal of concrete walks & drives | 88 | SQYD | 10.00 | 880.00 | 25.00 | 2,200.00 | 20.00 | 1,760.00 | ||
| 202-02-H | removal of guard rail | 404 | LNFT | 8.00 | 3,232.00 | 13.00 | 5,252.00 | 17.00 | 6,868.00 | ||
| 203-07 | borrow (vehicular measurement) | 4,300 | CUYD | 15.00 | 64,500.00 | 12.00 | 51,600.00 | 16.50 | 70,950.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 926 | CUYD | 10.00 | 9,260.00 | 13.00 | 12,038.00 | 16.50 | 15,279.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 42,315 | SQYD | 8.75 | 370,256.25 | 8.00 | 338,520.00 | 9.70 | 410,455.50 | ||
| 308-02 | removal of existing patches | 100 | SQYD | 20.00 | 2,000.00 | 5.00 | 500.00 | 27.00 | 2,700.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
154 | CUYD | 50.00 | 7,700.00 | 85.00 | 13,090.00 | 34.00 | 5,236.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 231.7 | CUYD | 6.00 | 1,390.20 | 50.00 | 11,585.00 | 21.00 | 4,865.70 | ||
| 502-01 | superpave asphaltic concrete | 7,793.7 | TON | 98.00 | 763,782.60 | 92.00 | 717,020.40 | 88.00 | 685,845.60 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
550.8 | TON | 125.00 | 68,850.00 | 175.00 | 96,390.00 | 145.00 | 79,866.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 12,551 | GAL | 4.05 | 50,831.55 | 4.80 | 60,244.80 | 4.50 | 56,479.50 | ||
| 507-02-C | aggregate (s3) | 40,486 | SQYD | 1.05 | 42,510.30 | 1.30 | 52,631.80 | 2.00 | 80,972.00 | ||
| 509-01 | cold planing asphaltic pavement | 36,833 | SQYD | 1.10 | 40,516.30 | 0.50 | 18,416.50 | 2.75 | 101,290.75 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,067 | CUYD | 0.10 | - 306.70 | 1.00 | - 3,067.00 | 0.10 | - 306.70 | ||
| 701-08 | relaying pipe | 3 | LNFT | 125.00 | 375.00 | 800.00 | 2,400.00 | 110.00 | 330.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 130.00 | 1,040.00 | 400.00 | 3,200.00 | 160.00 | 1,280.00 | ||
| 701-15 | concrete collar | 2 | EACH | 600.00 | 1,200.00 | 1,500.00 | 3,000.00 | 650.00 | 1,300.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 50.00 | 5,000.00 | 55.00 | 5,500.00 | 51.00 | 5,100.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 190.0 | LNFT | 60.00 | 11,400.00 | 65.00 | 12,350.00 | 62.00 | 11,780.00 | ||
| 704-03 | blocked out guard rail | 75.0 | LNFT | 25.00 | 1,875.00 | 25.00 | 1,875.00 | 27.00 | 2,025.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,400.00 | 9,600.00 | 2,200.00 | 8,800.00 | ||
| 706-02-C | concrete drive (6" thick) | 66.3 | SQYD | 65.00 | 4,309.50 | 85.00 | 5,635.50 | 62.00 | 4,110.60 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,000.00 | 7,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.300 | MILE | 225.00 | 2,092.50 | 400.00 | 3,720.00 | 150.00 | 1,395.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.300 | MILE | 200.00 | 1,860.00 | 450.00 | 4,185.00 | 300.00 | 2,790.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 37.300 | MILE | 1.00 | 37.30 | 400.00 | 14,920.00 | 300.00 | 11,190.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 412 | EACH | 1.50 | 618.00 | 2.50 | 1,030.00 | 2.50 | 1,030.00 | ||
| 716-01-A | mulch (vegetative) | 12.1 | TON | 500.00 | 6,050.00 | 500.00 | 6,050.00 | 500.00 | 6,050.00 | ||
| 717-01 | seeding | 360 | LB | 8.00 | 2,880.00 | 10.00 | 3,600.00 | 8.50 | 3,060.00 | ||
| 718-01 | fertilizer | 6,033 | LB | 0.45 | 2,714.85 | 0.50 | 3,016.50 | 0.50 | 3,016.50 | ||
| 726-01 | bedding material | 22.0 | CUYD | 100.00 | 2,200.00 | 150.00 | 3,300.00 | 110.00 | 2,420.00 | ||
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | 85,000.00 | 85,000.00 | 100,000.00 | 100,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | 80.00 | 640.00 | 75.00 | 600.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | 85.00 | 680.00 | 80.00 | 640.00 | ||
| 731-02 | reflectorized raised pavement markers | 412 | EACH | 8.00 | 3,296.00 | 6.00 | 2,472.00 | 5.00 | 2,060.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.057 | MILE | 2,800.00 | 30,959.60 | 2,400.00 | 26,536.80 | 2,750.00 | 30,406.75 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.055 | MILE | 1,600.00 | 1,688.00 | 900.00 | 949.50 | 320.00 | 337.60 | ||
| 735-01 | mailboxes | 46 | EACH | 25.00 | 1,150.00 | 10.00 | 460.00 | 1.00 | 46.00 | ||
| 735-02 | mailbox supports (single) | 38 | EACH | 125.00 | 4,750.00 | 125.00 | 4,750.00 | 110.00 | 4,180.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 175.00 | 350.00 | 165.00 | 330.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 285.00 | 285.00 | 275.00 | 275.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||
| 805-12-F | reinforced concrete box culverts (5'x 4') | 12.0 | LNFT | 450.00 | 5,400.00 | 1,200.00 | 14,400.00 | 650.00 | 7,800.00 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 8.0 | LNFT | 475.00 | 3,800.00 | 1,400.00 | 11,200.00 | 650.00 | 5,200.00 | ||
| S-001 | tree trimming | lump | LUMP | 18,000.00 | 18,000.00 | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 | ||
| S-002 | cleaning existing ditches | 4,050 | LNFT | 6.50 | 26,325.00 | 7.80 | 31,590.00 | 10.00 | 40,500.00 | ||
| S-003 | saw cutting concrete drives (6" depth) | 50 | LNFT | 9.00 | 450.00 | 15.00 | 750.00 | 10.00 | 500.00 | ||
| CONTRACTOR TOTAL | 1,629,523.25 | 1,699,866.80 | 1,839,313.80 | ||||||||