| |||
| DBE GOAL FED | |||
| Lead Project: 319-01-0018 | |||
| Parish: JACKSON | |||
| Routes: LA 542 | |||
| Description: LA 542 CREEK BRIDGES | |||
| Type Const:
grading, class ii base course, drainage structures, superpave asphaltic concrete pavement, concrete approach slab, concrete quad beam bridge and related work | |||
| Estimated Construction Cost: $1,643,894.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,548,628.70 |
| 2 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $1,724,471.73 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $2,096,308.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - T. L. WALLACE CONSTRUCTION, INC. |
- 3 - C W & W CONTRACTORS, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 40,000.00 | 40,000.00 | 150,000.00 | 150,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 112+66.78: 24' x 38' timber trestle bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 121+66: 24'x 78' timber trestle bridge) |
1 | EACH | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,618.5 | SQYD | 6.00 | 21,711.00 | 4.50 | 16,283.25 | 5.00 | 18,092.50 | ||
| 202-02-H | removal of guard rail | 726 | LNFT | 4.00 | 2,904.00 | 3.40 | 2,468.40 | 15.00 | 10,890.00 | ||
| 203-02 | drainage excavation | 849 | CUYD | 10.00 | 8,490.00 | 6.60 | 5,603.40 | 20.00 | 16,980.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 130,000.00 | 130,000.00 | 90,000.00 | 90,000.00 | 200,000.00 | 200,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 11 | EACH | 150.00 | 1,650.00 | 124.00 | 1,364.00 | 250.00 | 2,750.00 | ||
| 204-06 | temporary silt fencing | 1,400 | LNFT | 3.00 | 4,200.00 | 1.50 | 2,100.00 | 3.00 | 4,200.00 | ||
| 302-02-C | class ii base course (8" thick) | 5,000.9 | SQYD | 24.00 | 120,021.60 | 31.50 | 157,528.35 | 22.00 | 110,019.80 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
209 | CUYD | 70.00 | 14,630.00 | 90.00 | 18,810.00 | 100.00 | 20,900.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 70.00 | 14,000.00 | 75.00 | 15,000.00 | 100.00 | 20,000.00 | ||
| 502-01 | superpave asphaltic concrete | 768.4 | TON | 155.00 | 119,102.00 | 225.00 | 172,890.00 | 200.00 | 153,680.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
313.6 | TON | 180.00 | 56,448.00 | 225.00 | 70,560.00 | 200.00 | 62,720.00 | ||
| 701-05-G | side drain pipe (18")(erosion control) | 116 | LNFT | 75.00 | 8,700.00 | 60.00 | 6,960.00 | 50.00 | 5,800.00 | ||
| 704-03 | blocked out guard rail | 250.0 | LNFT | 20.00 | 5,000.00 | 28.00 | 7,000.00 | 40.00 | 10,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 67.50 | 6,750.00 | 75.00 | 7,500.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 3,000.00 | 12,000.00 | 4,000.00 | 16,000.00 | ||
| 708-01 | right-of-way monument | 19 | EACH | 300.00 | 5,700.00 | 157.50 | 2,992.50 | 300.00 | 5,700.00 | ||
| 708-02 | right-of-way monument witness post | 19 | EACH | 150.00 | 2,850.00 | 56.25 | 1,068.75 | 300.00 | 5,700.00 | ||
| 711-01-D | riprap (55 lb, 12" thick) | 900 | SQYD | 60.00 | 54,000.00 | 50.60 | 45,540.00 | 85.00 | 76,500.00 | ||
| 711-04 | geotextile fabric | 900 | SQYD | 3.00 | 2,700.00 | 3.50 | 3,150.00 | 3.00 | 2,700.00 | ||
| 712-04 | flexible revetment | 735 | SQYD | 55.00 | 40,425.00 | 65.25 | 47,958.75 | 90.00 | 66,150.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 15,500.00 | 15,500.00 | 50,000.00 | 50,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.10 | ACRE | 6,000.00 | 600.00 | 1,700.00 | 170.00 | 15,000.00 | 1,500.00 | ||
| 717-01 | seeding | 151 | LB | 8.50 | 1,283.50 | 9.50 | 1,434.50 | 50.00 | 7,550.00 | ||
| 718-01 | fertilizer | 3,753 | LB | 0.50 | 1,876.50 | 0.34 | 1,276.02 | 3.00 | 11,259.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 928 | SQYD | 1.50 | 1,392.00 | 1.40 | 1,299.20 | 4.00 | 3,712.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 511 | SQYD | 2.60 | 1,328.60 | 2.80 | 1,430.80 | 5.00 | 2,555.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 726-01 | bedding material | 139.8 | CUYD | 90.00 | 12,582.00 | 100.00 | 13,980.00 | 125.00 | 17,475.00 | ||
| 727-01 | mobilization | lump | LUMP | 145,000.00 | 145,000.00 | 175,000.00 | 175,000.00 | 175,000.00 | 175,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 70.00 | 280.00 | 73.00 | 292.00 | 100.00 | 400.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 84.00 | 336.00 | 100.00 | 400.00 | ||
| 731-02 | reflectorized raised pavement markers | 45 | EACH | 5.00 | 225.00 | 5.60 | 252.00 | 50.00 | 2,250.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.946 | MILE | 5,000.00 | 4,730.00 | 5,625.00 | 5,321.25 | 10,000.00 | 9,460.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.328 | MILE | 2,000.00 | 656.00 | 2,250.00 | 738.00 | 5,000.00 | 1,640.00 | ||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 26,500.00 | 26,500.00 | 20,000.00 | 20,000.00 | ||
| 804-01-F | precast concrete piles (24") | 960 | LNFT | 125.00 | 120,000.00 | 107.00 | 102,720.00 | 200.00 | 192,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 2,500.00 | 2,500.00 | 20,000.00 | 20,000.00 | 1.00 | 1.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 18.41 | CUYD | 1,500.00 | 27,615.00 | 1,200.00 | 22,092.00 | 1,200.00 | 22,092.00 | ||
| 805-01-F | class a concrete (bents) | 41.27 | CUYD | 1,200.00 | 49,524.00 | 1,500.00 | 61,905.00 | 1,200.00 | 49,524.00 | ||
| 805-04 | class aa(m) concrete | 72.88 | CUYD | 1,000.00 | 72,880.00 | 1,000.00 | 72,880.00 | 1,000.00 | 72,880.00 | ||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 553.0 | LNFT | 100.00 | 55,300.00 | 65.00 | 35,945.00 | 150.00 | 82,950.00 | ||
| 805-11 | strip seal joints | 68.00 | LNFT | 235.00 | 15,980.00 | 215.00 | 14,620.00 | 300.00 | 20,400.00 | ||
| 805-12-H | reinforced concrete box culverts (7'x 4') | 256.0 | LNFT | 550.00 | 140,800.00 | 591.00 | 151,296.00 | 800.00 | 204,800.00 | ||
| 806-01 | deformed reinforcing steel | 29,467 | LB | 1.00 | 29,467.00 | 1.04 | 30,645.68 | 3.00 | 88,401.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 7,500.00 | 7,500.00 | 9,300.00 | 9,300.00 | 30,000.00 | 30,000.00 | ||
| 810-01 | concrete railing (barrier) | 160.00 | LNFT | 100.00 | 16,000.00 | 67.50 | 10,800.00 | 100.00 | 16,000.00 | ||
| 813-01 | concrete approach slabs | 311.11 | SQYD | 250.00 | 77,777.50 | 208.00 | 64,710.88 | 250.00 | 77,777.50 | ||
| S-001 | dynamic message sign unit | 2 | EACH | 10,000.00 | 20,000.00 | 11,000.00 | 22,000.00 | 25,000.00 | 50,000.00 | ||
| CONTRACTOR TOTAL | 1,548,628.70 | 1,724,471.73 | 2,096,308.80 | ||||||||