| REBID |
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| DBE GOAL FED | |||
| Lead Project: 026-06-0050 | |||
| Parish: FRANKLIN | |||
| Routes: LA 15 | |||
| Description: STOKES BAYOU BRIDGE (N.B.L.) | |||
| Type Const:
grading, drainage structures, cold planing asphaltic pvmt, superpave asphaltic concrete overlay, pavement patching, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $1,183,668.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,316,397.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - 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 | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 12,500.00 | 12,500.00 | ||||||
| 202-02-A-01 | removal of bridges (sta 1359+05, 33.5'x 60' conc. slab span bridges) |
1 | EACH | 45,000.00 | 45,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 1,092.7 | SQYD | 18.00 | 19,668.60 | ||||||
| 202-02-H | removal of guard rail | 325 | LNFT | 5.00 | 1,625.00 | ||||||
| 202-02-I | removal of concrete approach slabs | 172.00 | SQYD | 10.00 | 1,720.00 | ||||||
| 203-02 | drainage excavation | 400 | CUYD | 10.00 | 4,000.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 48 | EACH | 30.00 | 1,440.00 | ||||||
| 204-04 | temporary sediment basins | 1 | EACH | 1,250.00 | 1,250.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 1,049.4 | TON | 150.00 | 157,410.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 1,240 | SQYD | 15.00 | 18,600.00 | ||||||
| 509-02 | contractor retatined reclaimed asphaltic pavement | - 35 | CUYD | 0.01 | - 0.35 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 440 | LNFT | 42.00 | 18,480.00 | ||||||
| 704-03 | blocked out guard rail | 312.5 | LNFT | 20.00 | 6,250.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 55.00 | 2,750.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | ||||||
| 712-04 | flexible revetment | 1,300 | SQYD | 70.00 | 91,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 76,000.00 | 76,000.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.081 | MILE | 3,500.00 | 3,783.50 | ||||||
| 713-09 | temporary precast concrete barrier (department furnished) |
87 | EACH | 700.00 | 60,900.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.30 | ACRE | 2,000.00 | 600.00 | ||||||
| 717-01 | seeding | 9 | LB | 55.00 | 495.00 | ||||||
| 718-01 | fertilizer | 300 | LB | 3.50 | 1,050.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 200 | SQYD | 100.00 | 20,000.00 | ||||||
| 725-01 | temporary detour roads | 800.0 | LNFT | 200.00 | 160,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 130,000.00 | 130,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 75.00 | 150.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 109 | EACH | 8.50 | 926.50 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.613 | MILE | 4,000.00 | 6,452.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.806 | MILE | 2,000.00 | 1,612.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 43,000.00 | 43,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 880 | LNFT | 55.00 | 48,400.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-01-F | class a concrete (bents) | 30.66 | CUYD | 850.00 | 26,061.00 | ||||||
| 805-03 | class aa concrete | 107.58 | CUYD | 750.00 | 80,685.00 | ||||||
| 806-01 | deformed reinforcing steel | 24,828 | LB | 2.50 | 62,070.00 | ||||||
| 810-01 | concrete railing (barrier) | 120.00 | LNFT | 90.00 | 10,800.00 | ||||||
| 813-01 | concrete approach slabs | 364.44 | SQYD | 225.00 | 81,999.00 | ||||||
| S-001 | impact attenuator (construction zone) | 1 | each | 25,000.00 | 25,000.00 | ||||||
| S-002 | saw cutting of existing pavement (full depth) | 634.00 | LNFT | 3.50 | 2,219.00 | ||||||
| S-101 | raising and/or undersealing concrete approach slab (s.b.l) |
4,000.00 | LB | 6.50 | 26,000.00 | ||||||
| CONTRACTOR TOTAL | 1,316,397.25 | ||||||||||