| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 001-09-0068 | |||
| Parish: OUACHITA | |||
| Routes: US 80 | |||
| Description: CREEK BRIDGE ON US 80 | |||
| Type Const:
grading, cold planing asphaltic pavement, superpave asphaltic concrete overlay, slab span bridge and related work | |||
| Estimated Construction Cost: $954,521.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,149,877.31 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,290,506.41 |
| 3 | 09476 | KEY CONSTRUCTORS, INC. | $1,541,766.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - KEY CONSTRUCTORS, INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 113+07.02 to sta. 113+66.05; 24'x 59' timber deck & bents with steel i-beams) |
1 | EACH | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 8,500.00 | 8,500.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 269.3 | SQYD | 5.50 | 1,481.15 | 25.00 | 6,732.50 | 25.00 | 6,732.50 | ||
| 202-02-H | removal of guard rail | 789 | LNFT | 5.00 | 3,945.00 | 10.00 | 7,890.00 | 3.50 | 2,761.50 | ||
| 203-02 | drainage excavation | 624 | CUYD | 10.00 | 6,240.00 | 10.00 | 6,240.00 | 20.00 | 12,480.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 52,000.00 | 52,000.00 | 30,000.00 | 30,000.00 | ||
| 204-06 | temporary silt fencing | 1,761 | LNFT | 3.50 | 6,163.50 | 3.00 | 5,283.00 | 5.00 | 8,805.00 | ||
| 502-01 | superpave asphaltic concrete | 2,397.8 | TON | 150.00 | 359,670.00 | 160.00 | 383,648.00 | 200.00 | 479,560.00 | ||
| 509-01 | cold planing asphaltic pavement | 358 | SQYD | 35.00 | 12,530.00 | 25.00 | 8,950.00 | 50.00 | 17,900.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 9 | CUYD | 0.01 | - 0.09 | 0.01 | - 0.09 | 0.00 | 0.00 | ||
| 704-03 | blocked out guard rail | 400.0 | LNFT | 20.00 | 8,000.00 | 21.00 | 8,400.00 | 22.50 | 9,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 58.00 | 5,800.00 | 60.00 | 6,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | ||
| 708-01 | right-of-way monument | 8 | EACH | 200.00 | 1,600.00 | 165.00 | 1,320.00 | 100.00 | 800.00 | ||
| 708-02 | right-of-way monument witness post | 8 | EACH | 200.00 | 1,600.00 | 165.00 | 1,320.00 | 200.00 | 1,600.00 | ||
| 711-01-D | riprap (55 lb,18" thick) | 981 | SQYD | 62.50 | 61,312.50 | 85.00 | 83,385.00 | 85.00 | 83,385.00 | ||
| 711-04 | geotextile fabric | 981 | SQYD | 5.00 | 4,905.00 | 5.00 | 4,905.00 | 2.50 | 2,452.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 23,000.00 | 23,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | ||
| 716-01-A | mulch (vegetative) | 1.94 | ACRE | 1,150.00 | 2,231.00 | 850.00 | 1,649.00 | 1,150.00 | 2,231.00 | ||
| 717-01 | seeding | 58 | LB | 18.00 | 1,044.00 | 8.50 | 493.00 | 18.00 | 1,044.00 | ||
| 718-01 | fertilizer | 1,940 | LB | 0.60 | 1,164.00 | 0.45 | 873.00 | 0.60 | 1,164.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 105,000.00 | 105,000.00 | 150,000.00 | 150,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | 80.00 | 320.00 | ||
| 731-02 | reflectorized raised pavement markers | 23 | EACH | 15.00 | 345.00 | 50.00 | 1,150.00 | 15.00 | 345.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.667 | MILE | 3,500.00 | 2,334.50 | 10,000.00 | 6,670.00 | 3,500.00 | 2,334.50 | ||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 17,000.00 | 17,000.00 | 25,000.00 | 25,000.00 | ||
| 804-01-B | precast concrete piles (14") | 1,325 | LNFT | 80.00 | 106,000.00 | 70.00 | 92,750.00 | 80.00 | 106,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | ||
| 805-01-F | class a concrete (bents) | 41.04 | CUYD | 850.00 | 34,884.00 | 900.00 | 36,936.00 | 900.00 | 36,936.00 | ||
| 805-03 | class aa concrete | 158.81 | CUYD | 700.00 | 111,167.00 | 800.00 | 127,048.00 | 800.00 | 127,048.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 34,847 | LB | 1.25 | 43,558.75 | 1.00 | 34,847.00 | 1.65 | 57,497.55 | ||
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 65.00 | 10,400.00 | 100.00 | 16,000.00 | 100.00 | 16,000.00 | ||
| 813-01 | concrete approach slabs | 400.00 | SQYD | 200.00 | 80,000.00 | 250.00 | 100,000.00 | 270.00 | 108,000.00 | ||
| S-001 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
721 | LNFT | 4.00 | 2,884.00 | 3.00 | 2,163.00 | 30.00 | 21,630.00 | ||
| S-002 | sawing and sealing transverse joints in asphaltic concrete overlay |
865 | LNFT | 4.00 | 3,460.00 | 3.00 | 2,595.00 | 30.00 | 25,950.00 | ||
| S-003 | sawcuts in asphaltic concrete lifts | 9,029 | LNFT | 2.00 | 18,058.00 | 2.00 | 18,058.00 | 10.00 | 90,290.00 | ||
| S-004 | dynamic message sign unit | 2 | each | 2,800.00 | 5,600.00 | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | ||
| CONTRACTOR TOTAL | 1,149,877.31 | 1,290,506.41 | 1,541,766.55 | ||||||||