| |||
| DBE GOAL FED | |||
| Lead Project: 852-12-0017 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 434 | |||
| Description: FOLGERS COFFEE - LA 36 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, in-place cement treated base course, superpave asphaltic concrete overlay,and related work. | |||
| Estimated Construction Cost: $2,254,124.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,065,000.00 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,266,404.15 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,623,463.88 |
| 4 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $4,591,484.89 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - CERES ENVIRONMENTAL SERVICES,INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 442 | LNFT | 9.00 | 3,978.00 | 5.00 | 2,210.00 | 10.00 | 4,420.00 | 6.25 | 2,762.50 |
| 202-02-I | removal of cattle guard | 1 | EACH | 4,348.91 | 4,348.91 | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | 437.50 | 437.50 |
| 203-07 | borrow (vehicular measurement) | 1,196 | CUYD | 7.00 | 8,372.00 | 20.00 | 23,920.00 | 25.00 | 29,900.00 | 23.75 | 28,405.00 |
| 203-07-A | borrow (vehicular meas.) (selected soils) | 2,758 | CUYD | 7.00 | 19,306.00 | 15.00 | 41,370.00 | 25.00 | 68,950.00 | 27.50 | 75,845.00 |
| 204-05-A | temporary sediment check dams (hay) | 300 | EACH | 25.00 | 7,500.00 | 100.00 | 30,000.00 | 185.00 | 55,500.00 | 187.50 | 56,250.00 |
| 204-06 | temporary silt fencing | 20,000 | LNFT | 0.50 | 10,000.00 | 1.50 | 30,000.00 | 2.75 | 55,000.00 | 4.38 | 87,600.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 67,046 | SQYD | 6.00 | 402,276.00 | 6.50 | 435,799.00 | 7.50 | 502,845.00 | 8.75 | 586,652.50 |
| 308-02 | removal of existing patches | 1,953 | SQYD | 0.10 | 195.30 | 8.00 | 15,624.00 | 11.25 | 21,971.25 | 8.75 | 17,088.75 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,697 | CUYD | 10.00 | 16,970.00 | 45.00 | 76,365.00 | 22.50 | 38,182.50 | 75.00 | 127,275.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 35.00 | 17,500.00 | 30.00 | 15,000.00 | 68.00 | 34,000.00 | 75.00 | 37,500.00 |
| 502-01 | superpave asphaltic concrete | 12,414.3 | TON | 68.00 | 844,172.40 | 78.00 | 968,315.40 | 79.00 | 980,729.70 | 106.25 | 1,319,019.38 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
918.0 | TON | 1.00 | 918.00 | 100.00 | 91,800.00 | 150.00 | 137,700.00 | 156.25 | 143,437.50 |
| 509-01 | cold planing asphaltic pavement | 54,080 | SQYD | 3.00 | 162,240.00 | 2.00 | 108,160.00 | 1.80 | 97,344.00 | 23.75 | 1,284,400.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,254 | CUYD | 1.00 | - 2,254.00 | 10.00 | - 22,540.00 | 0.10 | - 225.40 | FREE | FREE |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 308 | LNFT | 185.00 | 56,980.00 | 120.00 | 36,960.00 | 200.00 | 61,600.00 | 87.50 | 26,950.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 648 | LNFT | 210.00 | 136,080.00 | 125.00 | 81,000.00 | 220.00 | 142,560.00 | 106.25 | 68,850.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 168 | LNFT | 290.00 | 48,720.00 | 240.00 | 40,320.00 | 285.00 | 47,880.00 | 150.00 | 25,200.00 |
| 704-01-A | guard rail (single thrie beam) (3'-1 1/2" post spacing) | 100.0 | LNFT | 55.00 | 5,500.00 | 50.00 | 5,000.00 | 33.00 | 3,300.00 | 45.00 | 4,500.00 |
| 704-03 | blocked out guard rail | 150.0 | LNFT | 22.00 | 3,300.00 | 20.00 | 3,000.00 | 20.00 | 3,000.00 | 27.50 | 4,125.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | 2,625.00 | 10,500.00 |
| 707-04 | asphaltic curb | 40.0 | LNFT | 20.00 | 800.00 | 20.00 | 800.00 | 65.00 | 2,600.00 | 12.50 | 500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 120,000.00 | 120,000.00 | 15,000.00 | 15,000.00 | 17,500.00 | 17,500.00 | 125,000.00 | 125,000.00 |
| 713-03-A | temporary pavement markings (broken line) (4" width) (4' length) |
13.710 | MILE | 1.00 | 13.71 | 10.00 | 137.10 | 143.00 | 1,960.53 | 406.25 | 5,569.69 |
| 713-03-B | temporary pavement markings (broken line) (4" width) (10' length) |
12.450 | MILE | 1.00 | 12.45 | 15.00 | 186.75 | 330.00 | 4,108.50 | 400.00 | 4,980.00 |
| 713-04-A | temporary pavement markings (solid line) (4" width) | 33.330 | MILE | 1.00 | 33.33 | 30.00 | 999.90 | 660.00 | 21,997.80 | 781.25 | 26,039.06 |
| 716-01-A | mulch (vegetative) | 1.0 | TON | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 550.00 | 550.00 | 2,625.00 | 2,625.00 |
| 717-01 | seeding | 30 | LB | 8.00 | 240.00 | 10.00 | 300.00 | 9.00 | 270.00 | 25.00 | 750.00 |
| 726-01 | bedding material | 416.3 | CUYD | 10.00 | 4,163.00 | 110.00 | 45,793.00 | 100.00 | 41,630.00 | 81.25 | 33,824.38 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 | 145,000.00 | 145,000.00 | 312,500.00 | 312,500.00 |
| 729-16-C | object marker assembly (type 3) | 54 | EACH | 90.00 | 4,860.00 | 90.00 | 4,860.00 | 80.00 | 4,320.00 | 103.75 | 5,602.50 |
| 731-02 | reflectorized raised pavement markers | 604 | EACH | 5.60 | 3,382.40 | 5.50 | 3,322.00 | 5.00 | 3,020.00 | 8.75 | 5,285.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.110 | MILE | 3,000.00 | 33,330.00 | 2,700.00 | 29,997.00 | 2,500.00 | 27,775.00 | 3,737.50 | 41,523.63 |
| 732-03-A | plastic pavement striping (broken line) (4" width) | 4.150 | MILE | 850.00 | 3,527.50 | 800.00 | 3,320.00 | 800.00 | 3,320.00 | 1,125.00 | 4,668.75 |
| 735-01 | mailboxes | 30 | EACH | 1.00 | 30.00 | 10.00 | 300.00 | 20.00 | 600.00 | 31.25 | 937.50 |
| 735-02 | mailbox supports (single) | 30 | EACH | 75.00 | 2,250.00 | 120.00 | 3,600.00 | 180.00 | 5,400.00 | 237.50 | 7,125.00 |
| 739-01 | hydro-seeding | 6.65 | ACRE | 1,000.00 | 6,650.00 | 900.00 | 5,985.00 | 1,000.00 | 6,650.00 | 2,500.00 | 16,625.00 |
| 740-01 | construction layout | lump | LUMP | 26,000.00 | 26,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 81,250.00 | 81,250.00 |
| S-001 | u-channel post installation | 51 | each | 55.00 | 2,805.00 | 100.00 | 5,100.00 | 55.00 | 2,805.00 | 68.75 | 3,506.25 |
| S-002 | saw cutting of concrete/asphalt driveways and turnouts (full depth) |
300 | LNFT | 1.00 | 300.00 | 8.00 | 2,400.00 | 15.00 | 4,500.00 | 21.25 | 6,375.00 |
| CONTRACTOR TOTAL | 2,065,000.00 | 2,266,404.15 | 2,623,463.88 | 4,591,484.89 | |||||||