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| DBE GOAL FED | |||
| Lead Project: 026-09-0022 | |||
| Parish: RICHLAND | |||
| Routes: LA 15 | |||
| Description: LA 135 - MOORE ROAD | |||
| Type Const:
grading, drainage structurs, pavement patching,cold planing asphaltic pavement, lime treatment, cement tr bc, superpave acp, asphaltic surface treatment, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,972,058.70 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,054,682.91 |
| 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 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-H | removal of guard rail | 1,305 | LNFT | 3.00 | 3,915.00 | 10.00 | 13,050.00 | ||||
| 203-08 | borrow (vehicular measurement) | 5,082 | CUYD | 16.50 | 83,853.00 | 13.00 | 66,066.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 9,282 | CUYD | 12.00 | 111,384.00 | 10.00 | 92,820.00 | ||||
| 304-01 | lime | 208.16 | TON | 101.68 | 21,165.70 | 103.00 | 21,440.48 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 18,889 | SQYD | 3.13 | 59,122.57 | 2.50 | 47,222.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
92 | CUYD | 50.25 | 4,623.00 | 50.00 | 4,600.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,955.3 | TON | 46.62 | 603,976.08 | 56.00 | 725,496.80 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
270.5 | TON | 130.25 | 35,232.62 | 126.00 | 34,083.00 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 56,334 | SQYD | 2.25 | 126,751.50 | 1.75 | 98,584.50 | ||||
| 509-01 | cold planing asphaltic pavement | 55,629 | SQYD | 1.37 | 76,211.73 | 1.50 | 83,443.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,013 | CUYD | 0.10 | - 201.30 | 0.01 | - 20.13 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 14 | LNFT | 105.87 | 1,482.18 | 200.00 | 2,800.00 | ||||
| 701-15 | concrete collar | 2 | EACH | 650.00 | 1,300.00 | 600.00 | 1,200.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 984.0 | LNFT | 42.35 | 41,672.40 | 35.00 | 34,440.00 | ||||
| 704-03 | blocked out guard rail | 1,162.6 | LNFT | 17.00 | 19,764.20 | 16.50 | 19,182.90 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 52.93 | 5,293.00 | 40.00 | 4,000.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,225.00 | 8,900.00 | 2,000.00 | 8,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 26,100.00 | 26,100.00 | 90,000.00 | 90,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.984 | MILE | 318.00 | 2,538.91 | 175.00 | 1,397.20 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.726 | MILE | 265.00 | 1,517.39 | 160.00 | 916.16 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 23.054 | MILE | 530.00 | 12,218.62 | 1.00 | 23.05 | ||||
| 716-01-A | mulch (vegetative) | 5.67 | ACRE | 690.00 | 3,912.30 | 575.00 | 3,260.25 | ||||
| 717-01 | seeding | 255 | LB | 8.00 | 2,040.00 | 7.00 | 1,785.00 | ||||
| 718-01 | fertilizer | 5,670 | LB | 0.26 | 1,474.20 | 0.25 | 1,417.50 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 724-01-C | pavement patching (16" minimum thickness) | 825 | SQYD | 94.86 | 78,259.50 | 100.00 | 82,500.00 | ||||
| 724-03 | pavement joint repair | 1,200.0 | TON | 80.00 | 96,000.00 | 100.00 | 120,000.00 | ||||
| 726-01 | bedding material | 46.7 | CUYD | 69.00 | 3,222.30 | 65.00 | 3,035.50 | ||||
| 727-01 | mobilization | lump | LUMP | 165,000.00 | 165,000.00 | 151,000.00 | 151,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 90.00 | 360.00 | 70.00 | 280.00 | ||||
| 731-02 | reflectorized raised pavement markers | 545 | EACH | 5.50 | 2,997.50 | 5.50 | 2,997.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.773 | MILE | 1,900.00 | 22,368.70 | 2,500.00 | 29,432.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.863 | MILE | 714.00 | 2,044.18 | 1,000.00 | 2,863.00 | ||||
| 735-01 | mailboxes | 6 | EACH | 12.00 | 72.00 | 1.00 | 6.00 | ||||
| 735-02 | mailbox supports (single) | 6 | EACH | 255.00 | 1,530.00 | 150.00 | 900.00 | ||||
| 740-01 | construction layout | lump | LUMP | 23,564.00 | 23,564.00 | 14,000.00 | 14,000.00 | ||||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 12.0 | LNFT | 585.00 | 7,020.00 | 675.00 | 8,100.00 | ||||
| 805-12-Y | reinforced concrete box culverts (4'x 2') | 12.0 | LNFT | 585.00 | 7,020.00 | 675.00 | 8,100.00 | ||||
| 805-12-Z | reinforced concrete box culverts (8'x 3') | 24.0 | LNFT | 1,060.00 | 25,440.00 | 750.00 | 18,000.00 | ||||
| S-001 | clean and reseal stress relief joint | 48 | LNFT | 91.00 | 4,368.00 | 100.00 | 4,800.00 | ||||
| S-002 | cement treated base course (8 1/2" depth) | 38,882 | SQYD | 6.31 | 245,345.42 | 5.85 | 227,459.70 | ||||
| S-003 | cleaning existing ditches | 400 | LNFT | 5.50 | 2,200.00 | 15.00 | 6,000.00 | ||||
| CONTRACTOR TOTAL | 1,972,058.70 | 2,054,682.91 | |||||||||