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| DBE GOAL FED | |||
| Lead Project: 016-05-0029 | |||
| Parish: MOREHOUSE | |||
| Routes: US 165 | |||
| Description: 3.9 MI. N. OF BONITA - ARK. ST. LINE | |||
| Type Const:
grading, drainage structures, cold planing asp. conc., asp. surface treatment, cmt. treated base course, lime treatment pvmt. patching, superpave asp. conc. pvmt., and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,588,892.48 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,606,350.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - 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 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | ||||
| 203-08 | borrow (vehicular measurement) | 1,050 | CUYD | 12.00 | 12,600.00 | 21.19 | 22,249.50 | ||||
| 304-01 | lime | 17.84 | TON | 150.00 | 2,676.00 | 110.00 | 1,962.40 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,888 | SQYD | 2.00 | 3,776.00 | 8.18 | 15,443.84 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
88 | CUYD | 55.00 | 4,840.00 | 64.00 | 5,632.00 | ||||
| 502-01 | superpave asphaltic concrete | 9,301.1 | TON | 58.00 | 539,463.80 | 52.75 | 490,633.02 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
202.6 | TON | 128.00 | 25,932.80 | 125.00 | 25,325.00 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 48,528 | SQYD | 2.00 | 97,056.00 | 2.75 | 133,452.00 | ||||
| 509-01 | cold planing asphaltic pavement | 50,182 | SQYD | 2.00 | 100,364.00 | 2.00 | 100,364.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,816 | CUYD | 0.01 | - 18.16 | 0.10 | - 181.60 | ||||
| 701-05-G | side drain pipe (18") | 32 | LNFT | 75.00 | 2,400.00 | 68.00 | 2,176.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 12 | LNFT | 125.00 | 1,500.00 | 78.00 | 936.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 14 | LNFT | 150.00 | 2,100.00 | 90.00 | 1,260.00 | ||||
| 701-14 | cleaning existing pipes | 108 | LNFT | 12.00 | 1,296.00 | 12.00 | 1,296.00 | ||||
| 701-15 | concrete collar | 4 | EACH | 600.00 | 2,400.00 | 850.00 | 3,400.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 10,000.00 | 10,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.340 | MILE | 165.00 | 1,706.10 | 145.00 | 1,499.30 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.020 | MILE | 1.00 | 10.02 | 318.00 | 3,186.36 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.523 | MILE | 1.00 | 23.52 | 635.00 | 14,937.10 | ||||
| 716-01-A | mulch (vegetative) | 5.00 | ACRE | 800.00 | 4,000.00 | 850.00 | 4,250.00 | ||||
| 717-01 | seeding | 225 | LB | 8.00 | 1,800.00 | 6.00 | 1,350.00 | ||||
| 718-01 | fertilizer | 5,000 | LB | 0.30 | 1,500.00 | 0.26 | 1,300.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 448 | SQYD | 150.00 | 67,200.00 | 100.00 | 44,800.00 | ||||
| 724-03 | pavement joint repair | 1,000.0 | TON | 75.00 | 75,000.00 | 185.00 | 185,000.00 | ||||
| 726-01 | bedding material | 148.5 | CUYD | 65.00 | 9,652.50 | 53.00 | 7,870.50 | ||||
| 727-01 | mobilization | lump | LUMP | 140,000.00 | 140,000.00 | 45,000.00 | 45,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 455 | EACH | 7.50 | 3,412.50 | 5.00 | 2,275.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.841 | MILE | 2,850.00 | 22,346.85 | 2,000.00 | 15,682.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.340 | MILE | 1,000.00 | 3,340.00 | 837.00 | 2,795.58 | ||||
| 735-01 | mailboxes | 3 | EACH | 1.00 | 3.00 | 12.00 | 36.00 | ||||
| 735-02 | mailbox supports (single) | 3 | EACH | 500.00 | 1,500.00 | 230.00 | 690.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 18,600.00 | 18,600.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 3.80 | CUYD | 800.00 | 3,040.00 | 742.00 | 2,819.60 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 38.87 | CUYD | 725.00 | 28,180.75 | 635.00 | 24,682.45 | ||||
| 805-12-B | reinforced concrete box culverts (5'x 3') | 64.0 | LNFT | 355.00 | 22,720.00 | 371.00 | 23,744.00 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 84.0 | LNFT | 345.00 | 28,980.00 | 371.00 | 31,164.00 | ||||
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 108.0 | LNFT | 335.00 | 36,180.00 | 371.00 | 40,068.00 | ||||
| 805-12-Z | reinforced concrete box culverts (5'x 2') | 14.0 | LNFT | 325.00 | 4,550.00 | 371.00 | 5,194.00 | ||||
| 806-01 | deformed reinforcing steel | 3,406 | LB | 2.00 | 6,812.00 | 2.00 | 6,812.00 | ||||
| S-001 | cement treated base course (12 in depth) | 32,617 | SQYD | 5.40 | 176,131.80 | 8.00 | 260,936.00 | ||||
| S-002 | cleaning existing ditches | 900 | LNFT | 10.00 | 9,000.00 | 5.00 | 4,500.00 | ||||
| S-003 | relocating existing ditches | 50 | LNFT | 20.00 | 1,000.00 | 70.00 | 3,500.00 | ||||
| S-004 | rumble strips (ground-in) | 6.9 | MILE | 930.00 | 6,417.00 | 900.00 | 6,210.00 | ||||
| S-005 | tree trimming | lump | LUMP | 18,000.00 | 18,000.00 | 14,000.00 | 14,000.00 | ||||
| CONTRACTOR TOTAL | 1,588,892.48 | 1,606,350.05 | |||||||||