| |||
| Lead Project: 853-39-0007 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 3158 | |||
| Description: JCT. I-12 - JCT. US 190 | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching, surface preparation, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $1,093,718.81 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $973,751.68 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,000,000.00 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,152,438.80 |
| 4 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,197,720.92 |
| 5 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,562,841.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 4 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 106 | LNFT | 7.00 | 742.00 | 22.00 | 2,332.00 | 12.00 | 1,272.00 | 5.00 | 530.00 |
| 203-07 | borrow (vehicular measurement) | 930 | CUYD | 40.00 | 37,200.00 | 16.00 | 14,880.00 | 25.00 | 23,250.00 | 20.00 | 18,600.00 |
| 204-06 | temporary silt fencing | 1,000 | LNFT | 3.10 | 3,100.00 | 3.50 | 3,500.00 | 1.00 | 1,000.00 | 2.00 | 2,000.00 |
| 502-01 | superpave asphaltic concrete | 5,706.8 | TON | 78.00 | 445,130.40 | 85.00 | 485,078.00 | 100.00 | 570,680.00 | 95.00 | 542,146.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,176.3 | TON | 1.00 | 1,176.30 | 140.00 | 164,682.00 | 120.00 | 141,156.00 | 95.00 | 111,748.50 |
| 509-01 | cold planing asphaltic pavement | 11,014 | SQYD | 3.00 | 33,042.00 | 3.00 | 33,042.00 | 3.00 | 33,042.00 | 3.50 | 38,549.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 459 | CUYD | 10.00 | - 4,590.00 | 0.10 | - 45.90 | 0.00 | 0.00 | 0.01 | - 4.59 |
| 510-01-C | pavement patching (8" minimum thickness) | 227 | SQYD | 90.00 | 20,430.00 | 66.00 | 14,982.00 | 80.00 | 18,160.00 | 80.00 | 18,160.00 |
| 510-01-D | pavement patching (13.5" minimum thickness) | 981 | SQYD | 120.00 | 117,720.00 | 75.00 | 73,575.00 | 100.00 | 98,100.00 | 100.00 | 98,100.00 |
| 701-05-I | side drain pipe (24") | 238 | LNFT | 150.00 | 35,700.00 | 70.00 | 16,660.00 | 85.00 | 20,230.00 | 120.00 | 28,560.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 393.8 | LNFT | 53.00 | 20,871.40 | 55.00 | 21,659.00 | 60.00 | 23,628.00 | 60.00 | 23,628.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 78.0 | LNFT | 47.00 | 3,666.00 | 50.00 | 3,900.00 | 55.00 | 4,290.00 | 50.00 | 3,900.00 |
| 704-03 | blocked out guard rail | 200.0 | LNFT | 20.00 | 4,000.00 | 21.00 | 4,200.00 | 25.00 | 5,000.00 | 21.00 | 4,200.00 |
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,250.00 | 18,000.00 | 2,250.00 | 18,000.00 | 2,500.00 | 20,000.00 | 2,300.00 | 18,400.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | 75,000.00 | 75,000.00 |
| 713-02-C | temporary pavement markings (8" width) | 916 | LNFT | 0.01 | 9.16 | 0.27 | 247.32 | 0.30 | 274.80 | 0.15 | 137.40 |
| 713-02-D | temporary pavement markings (12" width) | 3,258 | LNFT | 0.01 | 32.58 | 0.40 | 1,303.20 | 0.50 | 1,629.00 | 0.20 | 651.60 |
| 713-02-E | temporary pavement markings (24" width) | 1,244 | LNFT | 0.01 | 12.44 | 0.80 | 995.20 | 1.00 | 1,244.00 | 0.35 | 435.40 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.540 | MILE | 200.00 | 908.00 | 150.00 | 681.00 | 400.00 | 1,816.00 | 600.00 | 2,724.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.620 | MILE | 1.00 | 4.62 | 300.00 | 1,386.00 | 100.00 | 462.00 | 100.00 | 462.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 11.980 | MILE | 1.00 | 11.98 | 300.00 | 3,594.00 | 100.00 | 1,198.00 | 100.00 | 1,198.00 |
| 726-01 | bedding material | 35.3 | CUYD | 55.00 | 1,941.50 | 75.00 | 2,647.50 | 10.00 | 353.00 | 0.01 | 0.35 |
| 727-01 | mobilization | lump | LUMP | 74,000.00 | 74,000.00 | 66,928.20 | 66,928.20 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 72.00 | 576.00 | 75.00 | 600.00 | 80.00 | 640.00 | 72.97 | 583.76 |
| 731-02 | reflectorized raised pavement markers | 350 | EACH | 5.15 | 1,802.50 | 5.50 | 1,925.00 | 6.00 | 2,100.00 | 6.00 | 2,100.00 |
| 732-01-C | plastic pavement striping (8" width) | 458 | LNFT | 1.00 | 458.00 | 1.00 | 458.00 | 1.25 | 572.50 | 1.25 | 572.50 |
| 732-01-D | plastic pavement striping (12" width) | 1,629 | LNFT | 2.20 | 3,583.80 | 2.25 | 3,665.25 | 2.50 | 4,072.50 | 2.50 | 4,072.50 |
| 732-01-E | plastic pavement striping (24" width) | 622 | LNFT | 4.50 | 2,799.00 | 4.50 | 2,799.00 | 5.00 | 3,110.00 | 5.00 | 3,110.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.990 | MILE | 2,700.00 | 16,173.00 | 2,650.00 | 15,873.50 | 3,000.00 | 17,970.00 | 2,900.00 | 17,371.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.130 | MILE | 700.00 | 1,491.00 | 750.00 | 1,597.50 | 800.00 | 1,704.00 | 850.00 | 1,810.50 |
| 735-01 | mailboxes | 60 | EACH | 1.00 | 60.00 | 1.00 | 60.00 | 6.00 | 360.00 | 5.00 | 300.00 |
| 735-02 | mailbox supports (single) | 60 | EACH | 90.00 | 5,400.00 | 100.00 | 6,000.00 | 100.00 | 6,000.00 | 135.00 | 8,100.00 |
| 739-01 | hydro-seeding | 2.75 | ACRE | 1,200.00 | 3,300.00 | 1,200.00 | 3,300.00 | 1,500.00 | 4,125.00 | 1,300.00 | 3,575.00 |
| 740-01 | construction layout | lump | LUMP | 14,000.00 | 14,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 26,000.00 | 26,000.00 |
| S-001 | surface preparation | lump | LUMP | 70,000.00 | 70,000.00 | 11,495.23 | 11,495.23 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| S-002 | saw cutting | 4,000 | LNFT | 0.25 | 1,000.00 | 1.50 | 6,000.00 | 5.00 | 20,000.00 | 4.00 | 16,000.00 |
| CONTRACTOR TOTAL | 973,751.68 | 1,000,000.00 | 1,152,438.80 | 1,197,720.92 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BOH BROS. CONSTRUCTION CO., LLC. |
|
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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 | 106 | LNFT | 18.00 | 1,908.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 930 | CUYD | 35.00 | 32,550.00 | ||||||
| 204-06 | temporary silt fencing | 1,000 | LNFT | 3.00 | 3,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 5,706.8 | TON | 120.00 | 684,816.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,176.3 | TON | 175.00 | 205,852.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 11,014 | SQYD | 4.00 | 44,056.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 459 | CUYD | 15.00 | - 6,885.00 | ||||||
| 510-01-C | pavement patching (8" minimum thickness) | 227 | SQYD | 100.00 | 22,700.00 | ||||||
| 510-01-D | pavement patching (13.5" minimum thickness) | 981 | SQYD | 150.00 | 147,150.00 | ||||||
| 701-05-I | side drain pipe (24") | 238 | LNFT | 100.00 | 23,800.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 393.8 | LNFT | 85.00 | 33,473.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 78.0 | LNFT | 70.00 | 5,460.00 | ||||||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 25.00 | 5,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,400.00 | 19,200.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 713-02-C | temporary pavement markings (8" width) | 916 | LNFT | 0.20 | 183.20 | ||||||
| 713-02-D | temporary pavement markings (12" width) | 3,258 | LNFT | 0.35 | 1,140.30 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 1,244 | LNFT | 0.75 | 933.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.540 | MILE | 400.00 | 1,816.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.620 | MILE | 410.00 | 1,894.20 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 11.980 | MILE | 425.00 | 5,091.50 | ||||||
| 726-01 | bedding material | 35.3 | CUYD | 100.00 | 3,530.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 155,000.00 | 155,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 90.00 | 720.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 350 | EACH | 6.00 | 2,100.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 458 | LNFT | 1.00 | 458.00 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 1,629 | LNFT | 2.00 | 3,258.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 622 | LNFT | 4.00 | 2,488.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.990 | MILE | 2,700.00 | 16,173.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.130 | MILE | 700.00 | 1,491.00 | ||||||
| 735-01 | mailboxes | 60 | EACH | 6.00 | 360.00 | ||||||
| 735-02 | mailbox supports (single) | 60 | EACH | 100.00 | 6,000.00 | ||||||
| 739-01 | hydro-seeding | 2.75 | ACRE | 1,500.00 | 4,125.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | ||||||
| S-001 | surface preparation | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| S-002 | saw cutting | 4,000 | LNFT | 15.00 | 60,000.00 | ||||||
| CONTRACTOR TOTAL | 1,562,841.70 | ||||||||||