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| DBE GOAL FED | |||
| Lead Project: 002-03-0039 | |||
| Parish: RICHLAND | |||
| Routes: US 80 | |||
| Description: HOLLY RIDGE - DUNN | |||
| Type Const:
drainage structures,pavement patching,cold planing asph pavement,asph surface treatment, superpave asph concrete overlay,and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,140,670.69 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,195,685.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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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 | 15,500.00 | 15,500.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-H | removal of guard rail | 2,349 | LNFT | 3.00 | 7,047.00 | 5.00 | 11,745.00 | ||||
| 203-08 | borrow (vehicular measurement) | 2,000 | CUYD | 11.74 | 23,480.00 | 14.00 | 28,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
776 | CUYD | 43.43 | 33,701.68 | 20.00 | 15,520.00 | ||||
| 502-01-A | superpave asphaltic concrete (level 1) | 6,776.3 | TON | 52.26 | 354,129.43 | 48.00 | 325,262.40 | ||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
859.4 | TON | 138.05 | 118,640.17 | 75.00 | 64,455.00 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 39,132 | SQYD | 1.82 | 71,220.24 | 2.00 | 78,264.00 | ||||
| 509-01 | cold planing asphaltic pavement | 39,132 | SQYD | 1.39 | 54,393.48 | 2.00 | 78,264.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,120 | CUYD | 0.15 | - 318.00 | 0.01 | - 21.20 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 1,415.5 | LNFT | 22.00 | 31,141.00 | 20.00 | 28,310.00 | ||||
| 704-03 | blocked out guard rail | 443.9 | LNFT | 15.40 | 6,836.06 | 14.00 | 6,214.60 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 33.00 | 1,650.00 | 30.00 | 1,500.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 38.50 | 15,400.00 | 35.00 | 14,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 1,595.00 | 19,140.00 | 1,450.00 | 17,400.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,500.00 | 5,500.00 | 75,000.00 | 75,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.380 | MILE | 275.00 | 2,304.50 | 160.00 | 1,340.80 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.211 | MILE | 248.00 | 1,540.32 | 250.00 | 1,552.75 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.400 | MILE | 467.50 | 10,939.50 | 300.00 | 7,020.00 | ||||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 370 | EACH | 1.65 | 610.50 | 1.00 | 370.00 | ||||
| 714-02 | water | 20.3 | MGAL | 0.22 | 4.46 | 1.00 | 20.30 | ||||
| 716-01-A | mulch (vegetative) | 2.03 | ACRE | 880.00 | 1,786.40 | 550.00 | 1,116.50 | ||||
| 717-01 | seeding | 91 | LB | 6.60 | 600.60 | 10.00 | 910.00 | ||||
| 718-01 | fertilizer | 2,030 | LB | 0.22 | 446.60 | 0.30 | 609.00 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 500 | SQYD | 77.74 | 38,870.00 | 90.00 | 45,000.00 | ||||
| 724-03 | pavement joint repair | 1,200.0 | TON | 118.76 | 142,512.00 | 100.00 | 120,000.00 | ||||
| 726-01 | bedding material | 69.6 | CUYD | 55.00 | 3,828.00 | 70.00 | 4,872.00 | ||||
| 727-01 | mobilization | lump | LUMP | 54,100.00 | 54,100.00 | 110,000.00 | 110,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 71.50 | 858.00 | 65.00 | 780.00 | ||||
| 731-02 | reflectorized raised pavement markers | 369 | EACH | 4.95 | 1,826.55 | 8.00 | 2,952.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.800 | MILE | 1,845.00 | 14,391.00 | 2,900.00 | 22,620.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.070 | MILE | 660.00 | 1,366.20 | 1,350.00 | 2,794.50 | ||||
| 735-01 | mailboxes | 5 | EACH | 15.00 | 75.00 | 1.00 | 5.00 | ||||
| 735-02 | mailbox supports (single) | 2 | EACH | 238.00 | 476.00 | 130.00 | 260.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 513.00 | 513.00 | 350.00 | 350.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,450.00 | 10,450.00 | 12,000.00 | 12,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 26.71 | CUYD | 660.00 | 17,628.60 | 1,120.00 | 29,915.20 | ||||
| 805-12-E-01 | reinforced concrete box culverts (extension)(4'x 4') | 100.0 | LNFT | 440.00 | 44,000.00 | 425.00 | 42,500.00 | ||||
| 805-12-Y-01 | reinforced concrete box culverts (extension)(3'x 3') | 80.0 | LNFT | 385.00 | 30,800.00 | 465.00 | 37,200.00 | ||||
| 806-01 | deformed reinforcing steel | 2,084 | LB | 1.10 | 2,292.40 | 1.00 | 2,084.00 | ||||
| S-001 | cleaning existing ditches | 300 | LNFT | 3.30 | 990.00 | 10.00 | 3,000.00 | ||||
| CONTRACTOR TOTAL | 1,140,670.69 | 1,195,685.85 | |||||||||