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| DBE GOAL FED | |||
| Lead Project: 353-03-0021 | |||
| Parish: CATAHOULA | |||
| Routes: LA 126 | |||
| Description: JUNCTION OF ROUTE LA 8 - WEST JUNCTION OF ROUTE LA 923 | |||
| Type Const:
grading, drainage structures, cold planning asphaltic concrete, lime treatment, cement treated base course, superpave asphaltic concrete pavement, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,717,297.65 |
| 2 | 02268 | SOIL STABILIZERS, INC. | $1,770,563.65 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $1,876,570.30 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,964,904.34 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - SOIL STABILIZERS, INC. |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,574 | LNFT | 3.00 | 4,722.00 | 3.00 | 4,722.00 | 6.00 | 9,444.00 | 3.00 | 4,722.00 |
| 203-08 | borrow (vehicular measurement) | 10,024 | CUYD | 5.00 | 50,120.00 | 8.00 | 80,192.00 | 8.00 | 80,192.00 | 11.00 | 110,264.00 |
| 304-01 | lime | 1,468.70 | TON | 107.00 | 157,150.90 | 50.00 | 73,435.00 | 75.00 | 110,152.50 | 114.00 | 167,431.80 |
| 304-04-D | lime treatment (type d) (12" thick) | 69,261 | SQYD | 1.60 | 110,817.60 | 0.50 | 34,630.50 | 1.25 | 86,576.25 | 2.83 | 196,008.63 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
103 | CUYD | 45.00 | 4,635.00 | 30.00 | 3,090.00 | 45.00 | 4,635.00 | 30.18 | 3,108.54 |
| 502-01 | superpave asphaltic concrete | 13,010.5 | TON | 47.75 | 621,251.37 | 48.00 | 624,504.00 | 48.00 | 624,504.00 | 42.30 | 550,344.15 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
289.2 | TON | 125.00 | 36,150.00 | 125.00 | 36,150.00 | 125.00 | 36,150.00 | 170.11 | 49,195.81 |
| 509-01 | cold planing asphaltic pavement | 51,409 | SQYD | 1.00 | 51,409.00 | 1.25 | 64,261.25 | 1.40 | 71,972.60 | 1.25 | 64,261.25 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,088 | CUYD | 0.01 | - 20.88 | 0.01 | - 20.88 | 0.01 | - 20.88 | 0.10 | - 208.80 |
| 701-01-M/N | cross drain pipe (36" rcp/pcp or 42" cmp) | 64 | LNFT | 151.00 | 9,664.00 | 110.00 | 7,040.00 | 165.50 | 10,592.00 | 83.50 | 5,344.00 |
| 701-01-S/U | cross drain pipe (72" rcp/pcp or 84" cmp) | 304 | LNFT | 305.00 | 92,720.00 | 300.00 | 91,200.00 | 340.00 | 103,360.00 | 287.00 | 87,248.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 32 | LNFT | 140.00 | 4,480.00 | 125.00 | 4,000.00 | 107.50 | 3,440.00 | 100.00 | 3,200.00 |
| 701-15 | concrete collar | 4 | EACH | 600.00 | 2,400.00 | 500.00 | 2,000.00 | 625.00 | 2,500.00 | 522.00 | 2,088.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 275.0 | LNFT | 29.50 | 8,112.50 | 29.50 | 8,112.50 | 29.50 | 8,112.50 | 31.00 | 8,525.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 804.0 | LNFT | 44.00 | 35,376.00 | 44.00 | 35,376.00 | 44.00 | 35,376.00 | 46.00 | 36,984.00 |
| 704-03 | blocked out guard rail | 187.5 | LNFT | 16.00 | 3,000.00 | 16.00 | 3,000.00 | 16.00 | 3,000.00 | 17.00 | 3,187.50 |
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 1,780.00 | 21,360.00 | 1,800.00 | 21,600.00 | 1,780.00 | 21,360.00 | 2,000.00 | 24,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 84,000.00 | 84,000.00 | 50,000.00 | 50,000.00 | 7,500.00 | 7,500.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.017 | MILE | 250.00 | 3,004.25 | 200.00 | 2,403.40 | 165.00 | 1,982.80 | 138.00 | 1,658.34 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.122 | MILE | 1.00 | 9.12 | 190.00 | 1,733.18 | 1.00 | 9.12 | 315.00 | 2,873.43 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 32.635 | MILE | 1.00 | 32.63 | 270.00 | 8,811.45 | 1.00 | 32.63 | 520.00 | 16,970.20 |
| 716-01-A | mulch (vegetative) | 14.08 | ACRE | 650.00 | 9,152.00 | 800.00 | 11,264.00 | 650.00 | 9,152.00 | 678.00 | 9,546.24 |
| 717-01 | seeding | 845 | LB | 3.25 | 2,746.25 | 5.00 | 4,225.00 | 3.25 | 2,746.25 | 4.00 | 3,380.00 |
| 718-01 | fertilizer | 14,080 | LB | 0.25 | 3,520.00 | 0.20 | 2,816.00 | 0.25 | 3,520.00 | 0.26 | 3,660.80 |
| 722-01 | project site laboratory | 1 | EACH | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 726-01 | bedding material | 168.4 | CUYD | 65.00 | 10,946.00 | 65.00 | 10,946.00 | 55.00 | 9,262.00 | 68.00 | 11,451.20 |
| 727-01 | mobilization | lump | LUMP | 89,000.00 | 89,000.00 | 77,000.00 | 77,000.00 | 99,000.00 | 99,000.00 | 22,000.00 | 22,000.00 |
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 68.00 | 816.00 | 70.00 | 840.00 | 68.00 | 816.00 | 71.00 | 852.00 |
| 731-02 | reflectorized raised pavement markers | 529 | EACH | 4.90 | 2,592.10 | 6.50 | 3,438.50 | 5.25 | 2,777.25 | 4.70 | 2,486.30 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 10.878 | MILE | 1,890.00 | 20,559.42 | 2,600.00 | 28,282.80 | 2,385.00 | 25,944.03 | 2,000.00 | 21,756.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.041 | MILE | 790.00 | 2,402.39 | 950.00 | 2,888.95 | 750.00 | 2,280.75 | 675.00 | 2,052.67 |
| 735-01 | mailboxes | 2 | EACH | 1.00 | 2.00 | 10.00 | 20.00 | 1.00 | 2.00 | 15.00 | 30.00 |
| 735-02 | mailbox supports (single) | 2 | EACH | 500.00 | 1,000.00 | 200.00 | 400.00 | 500.00 | 1,000.00 | 100.00 | 200.00 |
| 740-01 | construction layout | lump | LUMP | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 13,000.00 | 13,000.00 |
| S-001 | lime treatment (type d)(12" thick) extra depth | 23,990 | SQYD | 1.60 | 38,384.00 | 1.00 | 23,990.00 | 1.25 | 29,987.50 | 4.00 | 95,960.00 |
| S-002 | cement treated base course (12 inch depth) | 66,952 | SQYD | 4.50 | 301,284.00 | 6.00 | 401,712.00 | 6.00 | 401,712.00 | 6.39 | 427,823.28 |
| CONTRACTOR TOTAL | 1,717,297.65 | 1,770,563.65 | 1,876,570.30 | 1,964,904.34 | |||||||