| |||
| Lead Project: 364-02-0004 | |||
| Parish: WINN | |||
| Routes: LA 1228 | |||
| Description: BEGIN CONTROL - JCT. LA 34 | |||
| Type Const:
drainage strs, cold planing asphaltic concrete, cement treated base course, asphaltic concrete wearing course | |||
| Estimated Construction Cost: $1,485,965.21 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,412,402.74 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,570,616.19 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,600,173.70 |
| 4 | 08815 | W. E. MCDONALD & SON, LLC. | $1,779,760.73 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - W. E. MCDONALD & SON, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 202-02-D | removal of concrete walks & drives | 7 | SQYD | 25.00 | 175.00 | 35.00 | 245.00 | 100.00 | 700.00 | 250.00 | 1,750.00 |
| 203-01 | general excavation | 632 | CUYD | 10.00 | 6,320.00 | 7.50 | 4,740.00 | 12.00 | 7,584.00 | 40.00 | 25,280.00 |
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 15.00 | 7,500.00 | 18.00 | 9,000.00 | 21.00 | 10,500.00 | 12.00 | 6,000.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,111 | CUYD | 10.00 | 11,110.00 | 18.00 | 19,998.00 | 21.00 | 23,331.00 | 12.00 | 13,332.00 |
| 304-05 | lime treatment (type e) | 336.45 | TON | 250.00 | 84,112.50 | 235.00 | 79,065.75 | 300.00 | 100,935.00 | 500.00 | 168,225.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 65,228 | SQYD | 7.30 | 476,164.40 | 6.20 | 404,413.60 | 7.00 | 456,596.00 | 6.75 | 440,289.00 |
| 308-02 | removal of existing patches | 588 | SQYD | 10.00 | 5,880.00 | 3.00 | 1,764.00 | 16.50 | 9,702.00 | 15.00 | 8,820.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,100 | CUYD | 37.50 | 41,250.00 | 55.00 | 60,500.00 | 28.00 | 30,800.00 | 25.00 | 27,500.00 |
| 502-01 | superpave asphaltic concrete | 6,784.3 | TON | 80.00 | 542,744.00 | 85.00 | 576,665.50 | 80.00 | 542,744.00 | 90.00 | 610,587.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
222.0 | TON | 50.00 | 11,100.00 | 200.00 | 44,400.00 | 170.00 | 37,740.00 | 150.00 | 33,300.00 |
| 509-01 | cold planing asphaltic pavement | 61,675 | SQYD | 1.25 | 77,093.75 | 1.00 | 61,675.00 | 2.25 | 138,768.75 | 2.00 | 123,350.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,542 | CUYD | 0.01 | - 45.42 | 0.01 | - 45.42 | 0.10 | - 454.20 | 0.01 | - 45.42 |
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 224 | LNFT | 130.00 | 29,120.00 | 145.00 | 32,480.00 | 135.00 | 30,240.00 | 165.00 | 36,960.00 |
| 712-04 | flexible revetment | 31 | SQYD | 80.00 | 2,480.00 | 110.00 | 3,410.00 | 109.00 | 3,379.00 | 250.00 | 7,750.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 13,000.00 | 13,000.00 | 50,000.00 | 50,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.213 | MILE | 400.00 | 2,085.20 | 300.00 | 1,563.90 | 150.00 | 781.95 | 300.00 | 1,563.90 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.664 | MILE | 1.00 | 2.66 | 1.00 | 2.66 | 325.00 | 865.80 | 200.00 | 532.80 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 17.199 | MILE | 1.00 | 17.20 | 1.00 | 17.20 | 1.00 | 17.20 | 250.00 | 4,299.75 |
| 716-01-A | mulch (vegetative) | 1.2 | TON | 1,000.00 | 1,200.00 | 500.00 | 600.00 | 500.00 | 600.00 | 450.00 | 540.00 |
| 717-01 | seeding | 18 | LB | 20.00 | 360.00 | 8.00 | 144.00 | 7.50 | 135.00 | 7.00 | 126.00 |
| 718-01 | fertilizer | 600 | LB | 1.00 | 600.00 | 0.70 | 420.00 | 0.62 | 372.00 | 0.56 | 336.00 |
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 |
| 726-01 | bedding material | 53.3 | CUYD | 90.00 | 4,797.00 | 120.00 | 6,396.00 | 100.00 | 5,330.00 | 100.00 | 5,330.00 |
| 727-01 | mobilization | lump | LUMP | 20,000.00 | 20,000.00 | 130,000.00 | 130,000.00 | 93,000.00 | 93,000.00 | 130,000.00 | 130,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | 55.00 | 440.00 | 60.00 | 480.00 | 75.00 | 600.00 |
| 731-02 | reflectorized raised pavement markers | 688 | EACH | 5.00 | 3,440.00 | 5.80 | 3,990.40 | 6.25 | 4,300.00 | 7.00 | 4,816.00 |
| 732-01-E | plastic pavement striping (24" width) | 9 | LNFT | 3.00 | 27.00 | 4.00 | 36.00 | 3.50 | 31.50 | 50.00 | 450.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.199 | MILE | 2,350.00 | 40,417.65 | 3,000.00 | 51,597.00 | 2,500.00 | 42,997.50 | 2,300.00 | 39,557.70 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.664 | MILE | 700.00 | 1,864.80 | 900.00 | 2,397.60 | 750.00 | 1,998.00 | 1,000.00 | 2,664.00 |
| 735-01 | mailboxes | 20 | EACH | 1.00 | 20.00 | 10.00 | 200.00 | 1.00 | 20.00 | 1.00 | 20.00 |
| 735-02 | mailbox supports (single) | 18 | EACH | 129.00 | 2,322.00 | 160.00 | 2,880.00 | 150.00 | 2,700.00 | 129.00 | 2,322.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 185.00 | 185.00 | 220.00 | 220.00 | 200.00 | 200.00 | 185.00 | 185.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 | 10,000.00 | 10,000.00 |
| S-001 | cleaning existing ditches | 320 | LNFT | 5.00 | 1,600.00 | 15.00 | 4,800.00 | 14.12 | 4,518.40 | 20.00 | 6,400.00 |
| S-002 | saw cutting | 160 | INFT | 1.00 | 160.00 | 10.00 | 1,600.00 | 7.88 | 1,260.80 | 12.00 | 1,920.00 |
| CONTRACTOR TOTAL | 1,412,402.74 | 1,570,616.19 | 1,600,173.70 | 1,779,760.73 | |||||||