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| DBE GOAL FED | |||
| Lead Project: 451-07-0063 | |||
| Parish: RICHLAND | |||
| Routes: I-20 | |||
| Description: DUNN - DELHI | |||
| Type Const:
grading, superpave asphaltic concrete, cold planing asphaltic pavement, cleaning and resealing pavement joints , full depth patching, rubblizing pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $9,539,737.26 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $10,611,901.90 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $13,426,768.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 20,293 | CUYD | 14.00 | 284,102.00 | 15.00 | 304,395.00 | 20.00 | 405,860.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 4,483 | CUYD | 7.25 | 32,501.75 | 15.00 | 67,245.00 | 20.00 | 89,660.00 | ||
| 502-01 | superpave asphaltic concrete | 98,958.1 | TON | 58.00 | 5,739,569.80 | 58.50 | 5,789,048.85 | 78.00 | 7,718,731.80 | ||
| 509-01 | cold planing asphaltic pavement | 80,262 | SQYD | 1.25 | 100,327.50 | 1.50 | 120,393.00 | 2.00 | 160,524.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,234 | CUYD | 0.01 | - 22.34 | 0.10 | - 223.40 | 1.00 | - 2,234.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
9,000 | LNFT | 2.00 | 18,000.00 | 1.10 | 9,900.00 | 1.50 | 13,500.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
15,309 | LNFT | 2.00 | 30,618.00 | 1.40 | 21,432.60 | 1.75 | 26,790.75 | ||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
198.4 | SQYD | 135.00 | 26,784.00 | 142.00 | 28,172.80 | 160.00 | 31,744.00 | ||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
245.1 | SQYD | 110.00 | 26,961.00 | 113.00 | 27,696.30 | 140.00 | 34,314.00 | ||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
3,703.6 | SQYD | 100.00 | 370,360.00 | 102.00 | 377,767.20 | 120.00 | 444,432.00 | ||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
1,274.5 | SQYD | 150.00 | 191,175.00 | 142.00 | 180,979.00 | 160.00 | 203,920.00 | ||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
1,243.8 | SQYD | 125.00 | 155,475.00 | 113.00 | 140,549.40 | 140.00 | 174,132.00 | ||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
440.1 | SQYD | 115.00 | 50,611.50 | 102.00 | 44,890.20 | 120.00 | 52,812.00 | ||
| 703-01 | shoulder underdrain systems | 51,391 | LNFT | 10.00 | 513,910.00 | 9.65 | 495,923.15 | 9.00 | 462,519.00 | ||
| 703-02 | shoulder outlet underdrains | 208 | EACH | 350.00 | 72,800.00 | 550.00 | 114,400.00 | 600.00 | 124,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 300,000.00 | 300,000.00 | 450,000.00 | 450,000.00 | 280,000.00 | 280,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 42.576 | MILE | 850.00 | 36,189.60 | 900.00 | 38,318.40 | 1,000.00 | 42,576.00 | ||
| 716-01-A | mulch (vegetative) | 38.72 | ACRE | 600.00 | 23,232.00 | 329.00 | 12,738.88 | 350.00 | 13,552.00 | ||
| 717-01 | seeding | 1,742 | LB | 7.00 | 12,194.00 | 11.00 | 19,162.00 | 12.00 | 20,904.00 | ||
| 718-01 | fertilizer | 38,720 | LB | 0.35 | 13,552.00 | 0.57 | 22,070.40 | 0.50 | 19,360.00 | ||
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 425,000.00 | 425,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 729-17 | milepost assembly (ground mounted) | 10 | EACH | 300.00 | 3,000.00 | 285.00 | 2,850.00 | 125.00 | 1,250.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 208 | EACH | 10.00 | 2,080.00 | 11.00 | 2,288.00 | 16.00 | 3,328.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,908 | EACH | 5.00 | 9,540.00 | 6.00 | 11,448.00 | 7.00 | 13,356.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 3,373 | LNFT | 1.50 | 5,059.50 | 0.91 | 3,069.43 | 1.20 | 4,047.60 | ||
| 732-01-E | plastic pavement striping (24" width) | 742 | LNFT | 4.50 | 3,339.00 | 2.73 | 2,025.66 | 2.50 | 1,855.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.288 | MILE | 1,900.00 | 40,447.20 | 2,700.00 | 57,477.60 | 3,000.00 | 63,864.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 10.925 | MILE | 600.00 | 6,555.00 | 910.00 | 9,941.75 | 1,000.00 | 10,925.00 | ||
| 732-05 | removal of existing markings | 11.100 | MILE | 650.00 | 7,215.00 | 4,000.00 | 44,400.00 | 5,000.00 | 55,500.00 | ||
| 734-01 | rubblizing portland cement concrete pavement | 133,823 | SQYD | 2.25 | 301,101.75 | 2.82 | 377,380.86 | 3.60 | 481,762.80 | ||
| 740-01 | construction layout | lump | LUMP | 61,000.00 | 61,000.00 | 174,000.00 | 174,000.00 | 72,000.00 | 72,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | 450,000.00 | 450,000.00 | 400,000.00 | 400,000.00 | ||
| S-001 | cement treated base course (12 in depth) | 59,857 | SQYD | 9.00 | 538,713.00 | 9.25 | 553,677.25 | 9.00 | 538,713.00 | ||
| S-002 | milling existing pavement | 10,597 | SQYD | 5.00 | 52,985.00 | 5.00 | 52,985.00 | 6.00 | 63,582.00 | ||
| S-003 | rumble strips (ground-in) | 10.6 | MILE | 1,500.00 | 15,900.00 | 950.00 | 10,070.00 | 1,000.00 | 10,600.00 | ||
| S-004 | dynamic message sign unit | 4 | EACH | 4,500.00 | 18,000.00 | 20,000.00 | 80,000.00 | 20,000.00 | 80,000.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
9,000 | LNFT | 2.00 | 18,000.00 | 1.14 | 10,260.00 | 1.50 | 13,500.00 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
15,309 | LNFT | 2.00 | 30,618.00 | 1.43 | 21,891.87 | 1.70 | 26,025.30 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 68,562 | LNFT | 1.50 | 102,843.00 | 0.85 | 58,277.70 | 1.00 | 68,562.00 | ||
| CONTRACTOR TOTAL | 9,539,737.26 | 10,611,901.90 | 13,426,768.25 | ||||||||