| READV |
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| DBE GOAL FED | |||
| Lead Project: 313-01-0007 | |||
| Parish: UNION | |||
| Routes: LA 549 | |||
| Description: LA 15 - LA 348 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching and related work. | |||
| Estimated Construction Cost: $2,734,645.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,767,785.40 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
DIAMOND B CONSTRUCTION CO., L.L.C. |
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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 | 20,000.00 | 20,000.00 | 13,001.54 | 13,001.54 | ||||
| 202-02-D | removal of concrete walks & drives | 61 | SQYD | 10.00 | 610.00 | 46.62 | 2,843.82 | ||||
| 203-08 | borrow (vehicular measurement) | 4,439 | CUYD | 12.50 | 55,487.50 | 15.57 | 69,115.23 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 2,663 | CUYD | 8.00 | 21,304.00 | 17.39 | 46,309.57 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 71,096 | SQYD | 8.00 | 568,768.00 | 7.85 | 558,103.60 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
123 | CUYD | 55.00 | 6,765.00 | 97.85 | 12,035.55 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 718.0 | CUYD | 15.00 | 10,770.00 | 10.57 | 7,589.26 | ||||
| 502-01 | superpave asphaltic concrete | 14,303.8 | TON | 90.00 | 1,287,342.00 | 84.43 | 1,207,669.83 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
392.3 | TON | 150.00 | 58,845.00 | 170.50 | 66,887.15 | ||||
| 509-01 | cold planing asphaltic pavement | 64,517 | SQYD | 1.50 | 96,775.50 | 1.44 | 92,904.48 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,792 | CUYD | 0.01 | - 17.92 | 0.10 | - 179.20 | ||||
| 701-02-H/I-01 | cross drain pipe arch (48" equiv. rcpa or 54" equiv. bccspa or 54" equiv. capa) |
40 | LNFT | 195.00 | 7,800.00 | 325.04 | 13,001.60 | ||||
| 701-08 | relaying pipe | 4 | LNFT | 125.00 | 500.00 | 650.08 | 2,600.32 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 130.00 | 1,040.00 | 260.03 | 2,080.24 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 8 | LNFT | 130.00 | 1,040.00 | 325.04 | 2,600.32 | ||||
| 701-15 | concrete collar | 3 | EACH | 550.00 | 1,650.00 | 1,300.15 | 3,900.45 | ||||
| 706-02-C | concrete drive (6" thick) | 47.0 | SQYD | 62.00 | 2,914.00 | 195.02 | 9,165.94 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 34,714.48 | 34,714.48 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
15.189 | MILE | 165.00 | 2,506.19 | 166.52 | 2,529.27 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.990 | MILE | 1.00 | 2.99 | 390.05 | 1,166.25 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 37.144 | MILE | 1.00 | 37.14 | 780.09 | 28,975.66 | ||||
| 716-01-A | mulch (vegetative) | 9.56 | ACRE | 850.00 | 8,126.00 | 666.45 | 6,371.26 | ||||
| 717-01 | seeding | 430 | LB | 8.25 | 3,547.50 | 8.75 | 3,762.50 | ||||
| 718-01 | fertilizer | 9,560 | LB | 0.65 | 6,214.00 | 0.53 | 5,066.80 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 925 | SQYD | 45.00 | 41,625.00 | 94.16 | 87,098.00 | ||||
| 726-01 | bedding material | 205.0 | CUYD | 80.00 | 16,400.00 | 97.51 | 19,989.55 | ||||
| 727-01 | mobilization | lump | LUMP | 158,000.00 | 158,000.00 | 102,349.84 | 102,349.84 | ||||
| 729-16-C | object marker assembly (type 3) | 15 | EACH | 85.00 | 1,275.00 | 104.01 | 1,560.15 | ||||
| 731-02 | reflectorized raised pavement markers | 670 | EACH | 6.50 | 4,355.00 | 5.85 | 3,919.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.572 | MILE | 3,000.00 | 55,716.00 | 2,795.33 | 51,914.87 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.495 | MILE | 1,500.00 | 2,242.50 | 910.11 | 1,360.61 | ||||
| 735-01 | mailboxes | 25 | EACH | 1.00 | 25.00 | 21.62 | 540.50 | ||||
| 735-02 | mailbox supports (single) | 20 | EACH | 135.00 | 2,700.00 | 159.75 | 3,195.00 | ||||
| 735-03 | mailbox supports (double) | 1 | EACH | 185.00 | 185.00 | 827.89 | 827.89 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 905.71 | 905.71 | ||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 30,813.65 | 30,813.65 | ||||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | 54,759.06 | 54,759.06 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 36.11 | CUYD | 1,000.00 | 36,110.00 | 2,340.28 | 84,507.51 | ||||
| 805-12-L | reinforced concrete box culverts (8'x 5') | 152.0 | LNFT | 800.00 | 121,600.00 | 1,040.12 | 158,098.24 | ||||
| 806-01 | deformed reinforcing steel | 2,630 | LB | 2.50 | 6,575.00 | 3.25 | 8,547.50 | ||||
| S-001 | tree trimming | lump | LUMP | 25,000.00 | 25,000.00 | 32,503.85 | 32,503.85 | ||||
| S-002 | cleaning existing ditches | 300 | LNFT | 12.00 | 3,600.00 | 19.50 | 5,850.00 | ||||
| CONTRACTOR TOTAL | 2,767,785.40 | IRREGULAR | |||||||||