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| DBE GOAL FED | |||
| Lead Project: 344-01-0019 | |||
| Parish: FRANKLIN | |||
| Routes: LA 577 | |||
| Description: C.S.L.M. 5.000 - LA 17 | |||
| Type Const:
grading, drainage structures, superpave asphaltic concrete, cold planing asphaltic pavement, pavement patching, pvmt widening, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,432,910.01 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,501,659.64 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - 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 | ||||
| 202-02-H | removal of guard rail | 452 | LNFT | 5.00 | 2,260.00 | 15.00 | 6,780.00 | ||||
| 203-08 | borrow (vehicular measurement) | 4,323 | CUYD | 20.00 | 86,460.00 | 18.00 | 77,814.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
376 | CUYD | 95.00 | 35,720.00 | 60.00 | 22,560.00 | ||||
| 502-01 | superpave asphaltic concrete | 13,415.0 | TON | 57.20 | 767,338.00 | 53.00 | 710,995.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,843.4 | TON | 113.95 | 210,055.43 | 80.00 | 147,472.00 | ||||
| 509-01 | cold planing asphaltic pavement | 2,089 | SQYD | 4.00 | 8,356.00 | 20.00 | 41,780.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 71 | CUYD | 0.10 | - 7.10 | 0.01 | - 0.71 | ||||
| 701-01-O/P | cross drain pipe (48" rcp or 48" cpecp or 54" cmp) | 128 | LNFT | 205.00 | 26,240.00 | 170.00 | 21,760.00 | ||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 96 | LNFT | 210.00 | 20,160.00 | 190.00 | 18,240.00 | ||||
| 701-02-L/N | cross drain pipe arch (72" equiv. rcpa or 84" equiv. cmpa) |
56 | LNFT | 300.00 | 16,800.00 | 295.00 | 16,520.00 | ||||
| 701-02-N/O | cross drain pipe arch (84" equiv. rcpa or 90" equiv. cmpa) |
112 | LNFT | 375.00 | 42,000.00 | 325.00 | 36,400.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion or bridge drain) | 72 | LNFT | 66.00 | 4,752.00 | 75.00 | 5,400.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 72 | LNFT | 82.00 | 5,904.00 | 200.00 | 14,400.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 224 | LNFT | 175.00 | 39,200.00 | 200.00 | 44,800.00 | ||||
| 701-15 | concrete collar | 27 | EACH | 950.00 | 25,650.00 | 625.00 | 16,875.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 32.50 | 3,250.00 | 40.00 | 4,000.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 76.0 | LNFT | 53.00 | 4,028.00 | 50.00 | 3,800.00 | ||||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 18.00 | 1,800.00 | 16.50 | 1,650.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 40.00 | 2,000.00 | 35.00 | 1,750.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 45.00 | 4,500.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,800.00 | 22,400.00 | 2,200.00 | 17,600.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 26 | SQYD | 125.00 | 3,250.00 | 45.00 | 1,170.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 42,500.00 | 42,500.00 | 99,000.00 | 99,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.937 | MILE | 345.00 | 2,738.26 | 178.00 | 1,412.78 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.105 | MILE | 345.00 | 1,761.22 | 280.00 | 1,429.40 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 24.325 | MILE | 600.00 | 14,595.00 | 285.00 | 6,932.62 | ||||
| 716-01-A | mulch (vegetative) | 9.87 | ACRE | 900.00 | 8,883.00 | 600.00 | 5,922.00 | ||||
| 717-01 | seeding | 592 | LB | 8.00 | 4,736.00 | 6.50 | 3,848.00 | ||||
| 718-01 | fertilizer | 9,870 | LB | 0.75 | 7,402.50 | 0.25 | 2,467.50 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 3,424 | SQYD | 65.00 | 222,560.00 | 75.00 | 256,800.00 | ||||
| 724-02 | pavement widening | 14,936.5 | SQYD | 32.00 | 477,968.00 | 30.00 | 448,095.00 | ||||
| 726-01 | bedding material | 197.4 | CUYD | 55.00 | 10,857.00 | 70.00 | 13,818.00 | ||||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 242,000.00 | 242,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 70.00 | 560.00 | ||||
| 731-02 | reflectorized raised pavement markers | 525 | EACH | 8.00 | 4,200.00 | 7.65 | 4,016.25 | ||||
| 732-01-D | plastic pavement striping (12" width) | 44 | LNFT | 3.00 | 132.00 | 14.00 | 616.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.163 | MILE | 2,500.00 | 30,407.50 | 2,985.00 | 36,306.55 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.553 | MILE | 900.00 | 2,297.70 | 1,250.00 | 3,191.25 | ||||
| 735-01 | mailboxes | 34 | EACH | 25.00 | 850.00 | 5.00 | 170.00 | ||||
| 735-02 | mailbox supports (single) | 28 | EACH | 350.00 | 9,800.00 | 130.00 | 3,640.00 | ||||
| 735-03 | mailbox supports (double) | 3 | EACH | 1,000.00 | 3,000.00 | 250.00 | 750.00 | ||||
| 740-01 | construction layout | lump | LUMP | 42,000.00 | 42,000.00 | 30,000.00 | 30,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 99.06 | CUYD | 925.00 | 91,630.50 | 850.00 | 84,201.00 | ||||
| 806-01 | deformed reinforcing steel | 5,734 | LB | 2.50 | 14,335.00 | 2.00 | 11,468.00 | ||||
| S-001 | cleaning existing ditches | 2,875 | LNFT | 20.00 | 57,500.00 | 10.00 | 28,750.00 | ||||
| CONTRACTOR TOTAL | 2,432,910.01 | 2,501,659.64 | |||||||||