| |||
| Lead Project: 007-07-0051 | |||
| Parish: ASCENSION, E BATON ROUGE | |||
| Routes: US 61 | |||
| Description: JCT. LA 427 - PECUE RD. | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $5,940,075.97 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $6,579,922.95 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $6,739,262.54 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $6,786,611.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - COASTAL BRIDGE 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 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-H | removal of guard rail | 1,874 | LNFT | 6.50 | 12,181.00 | 5.00 | 9,370.00 | 10.00 | 18,740.00 | ||
| 203-02 | drainage excavation | 222 | CUYD | 20.00 | 4,440.00 | 12.00 | 2,664.00 | 10.00 | 2,220.00 | ||
| 203-07 | borrow (vehicular measurement) | 3,075 | CUYD | 20.00 | 61,500.00 | 30.00 | 92,250.00 | 25.00 | 76,875.00 | ||
| 204-06 | temporary silt fencing | 1,800 | LNFT | 1.50 | 2,700.00 | 2.00 | 3,600.00 | 2.00 | 3,600.00 | ||
| 302-02-C | class ii base course (8" thick) | 4,171.2 | SQYD | 45.00 | 187,704.00 | 50.00 | 208,560.00 | 33.50 | 139,735.20 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
475 | CUYD | 100.00 | 47,500.00 | 30.00 | 14,250.00 | 40.00 | 19,000.00 | ||
| 502-01 | superpave asphaltic concrete | 39,845.8 | TON | 75.00 | 2,988,435.00 | 70.00 | 2,789,206.00 | 75.00 | 2,988,435.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,837.4 | TON | 100.00 | 183,740.00 | 70.00 | 128,618.00 | 145.00 | 266,423.00 | ||
| 509-01-A | cold planing asphaltic pavement (0.5" average depth) | 75,962 | SQYD | 1.50 | 113,943.00 | 2.00 | 151,924.00 | 1.25 | 94,952.50 | ||
| 509-01-B | cold planing asphaltic pavement (1.75" average depth) | 163,603 | SQYD | 2.25 | 368,106.75 | 4.00 | 654,412.00 | 3.50 | 572,610.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6,756 | CUYD | 0.00 | 0.00 | 0.01 | - 67.56 | 1.00 | - 6,756.00 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 195 | SQYD | 65.00 | 12,675.00 | 70.00 | 13,650.00 | 46.50 | 9,067.50 | ||
| 510-01-C | pavement patching (18" minimum thickness) | 1,550 | SQYD | 120.00 | 186,000.00 | 140.00 | 217,000.00 | 110.00 | 170,500.00 | ||
| 701-05-G | side drain pipe (18") | 32 | LNFT | 150.00 | 4,800.00 | 120.00 | 3,840.00 | 100.00 | 3,200.00 | ||
| 701-05-I | side drain pipe (24") | 16 | LNFT | 300.00 | 4,800.00 | 140.00 | 2,240.00 | 125.00 | 2,000.00 | ||
| 701-05-M | side drain pipe (36") | 208 | LNFT | 160.00 | 33,280.00 | 200.00 | 41,600.00 | 150.00 | 31,200.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 6 | LNFT | 800.00 | 4,800.00 | 180.00 | 1,080.00 | 500.00 | 3,000.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 600.00 | 4,800.00 | 180.00 | 1,440.00 | 800.00 | 6,400.00 | ||
| 701-15 | concrete collar | 3 | EACH | 1,500.00 | 4,500.00 | 1,500.00 | 4,500.00 | 3,500.00 | 10,500.00 | ||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | 6,000.00 | 12,000.00 | ||
| 702-04-B | adjusting catch basins | 1 | EACH | 4,000.00 | 4,000.00 | 3,700.00 | 3,700.00 | 3,500.00 | 3,500.00 | ||
| 702-07-A | cross drain safety end (type 1) | 7 | EACH | 4,500.00 | 31,500.00 | 2,700.00 | 18,900.00 | 4,500.00 | 31,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 3 | EACH | 5,000.00 | 15,000.00 | 2,700.00 | 8,100.00 | 5,500.00 | 16,500.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 237.6 | LNFT | 55.00 | 13,068.00 | 50.00 | 11,880.00 | 50.00 | 11,880.00 | ||
| 704-03 | blocked out guard rail | 2,226.0 | LNFT | 20.00 | 44,520.00 | 17.00 | 37,842.00 | 20.00 | 44,520.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.8 | LNFT | 90.00 | 3,402.00 | 80.00 | 3,024.00 | 80.00 | 3,024.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 50.00 | 5,000.00 | 50.00 | 5,000.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,600.00 | 20,800.00 | 2,300.00 | 18,400.00 | 2,300.00 | 18,400.00 | ||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,500.00 | 9,000.00 | 3,800.00 | 7,600.00 | 3,800.00 | 7,600.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 320,000.00 | 320,000.00 | 100,000.00 | 100,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 7,000 | LNFT | 0.40 | 2,800.00 | 0.25 | 1,750.00 | 0.30 | 2,100.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 1,200 | LNFT | 1.20 | 1,440.00 | 0.75 | 900.00 | 1.00 | 1,200.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.709 | MILE | 400.00 | 5,883.60 | 600.00 | 8,825.40 | 425.00 | 6,251.33 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
34.887 | MILE | 350.00 | 12,210.45 | 300.00 | 10,466.10 | 300.00 | 10,466.10 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 61.137 | MILE | 350.00 | 21,397.95 | 500.00 | 30,568.50 | 525.00 | 32,096.93 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 80 | EACH | 60.00 | 4,800.00 | 25.00 | 2,000.00 | 50.00 | 4,000.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 40 | EACH | 85.00 | 3,400.00 | 40.00 | 1,600.00 | 75.00 | 3,000.00 | ||
| 726-01 | bedding material | 123.4 | CUYD | 80.00 | 9,872.00 | 0.00 | 0.00 | 70.00 | 8,638.00 | ||
| 727-01 | mobilization | lump | LUMP | 325,000.00 | 325,000.00 | 475,000.00 | 475,000.00 | 600,000.00 | 600,000.00 | ||
| 728-01 | jacked or bored pipe (size,type,class, or thickness) | 58.0 | LNFT | 700.00 | 40,600.00 | 800.00 | 46,400.00 | 500.00 | 29,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 68 | EACH | 70.00 | 4,760.00 | 55.00 | 3,740.00 | 65.00 | 4,420.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 75.00 | 1,200.00 | 70.00 | 1,120.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,818 | EACH | 6.00 | 10,908.00 | 6.00 | 10,908.00 | 5.25 | 9,544.50 | ||
| 732-01-C | plastic pavement striping (8" width) | 7,000 | LNFT | 1.05 | 7,350.00 | 1.20 | 8,400.00 | 1.00 | 7,000.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,200 | LNFT | 3.50 | 4,200.00 | 3.70 | 4,440.00 | 3.00 | 3,600.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 30.185 | MILE | 3,000.00 | 90,555.00 | 3,000.00 | 90,555.00 | 2,700.00 | 81,499.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 11.629 | MILE | 800.00 | 9,303.20 | 900.00 | 10,466.10 | 700.00 | 8,140.30 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 80 | EACH | 200.00 | 16,000.00 | 225.00 | 18,000.00 | 175.00 | 14,000.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 40 | EACH | 275.00 | 11,000.00 | 275.00 | 11,000.00 | 250.00 | 10,000.00 | ||
| 735-01 | mailboxes | 67 | EACH | 2.00 | 134.00 | 5.00 | 335.00 | 1.00 | 67.00 | ||
| 735-02 | mailbox supports (single) | 57 | EACH | 120.00 | 6,840.00 | 135.00 | 7,695.00 | 125.00 | 7,125.00 | ||
| 735-03 | mailbox supports (double) | 1 | EACH | 160.00 | 160.00 | 165.00 | 165.00 | 200.00 | 200.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 275.00 | 550.00 | 300.00 | 600.00 | 400.00 | 800.00 | ||
| 736-09 | loop detector | 15,666 | LNFT | 14.00 | 219,324.00 | 13.00 | 203,658.00 | 12.00 | 187,992.00 | ||
| 736-10 | underground junction box | 21 | EACH | 300.00 | 6,300.00 | 300.00 | 6,300.00 | 250.00 | 5,250.00 | ||
| 739-01 | hydro-seeding | 11.90 | ACRE | 1,200.00 | 14,280.00 | 1,200.00 | 14,280.00 | 1,000.00 | 11,900.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 100,800.00 | 100,800.00 | 50,000.00 | 50,000.00 | ||
| S-001 | rumble strips (ground-in) | 19.7 | MILE | 800.00 | 15,760.00 | 800.00 | 15,760.00 | 700.00 | 13,790.00 | ||
| S-002 | dynamic message sign unit | 4 | EACH | 25,000.00 | 100,000.00 | 10,000.00 | 40,000.00 | 16,000.00 | 64,000.00 | ||
| S-003 | saw cutting composite pavement (18" deep) | 2,374 | LNFT | 10.00 | 23,740.00 | 15.00 | 35,610.00 | 12.00 | 28,488.00 | ||
| S-004 | cleaning existing ditches | 2,020 | LNFT | 5.00 | 10,100.00 | 12.00 | 24,240.00 | 10.00 | 20,200.00 | ||
| S-005 | saw cutting asphaltic concrete (6" deep) | 342 | LNFT | 10.00 | 3,420.00 | 9.00 | 3,078.00 | 8.00 | 2,736.00 | ||
| S-006 | roadway reinforcing mesh (complete system) | 108,420 | SQYD | 8.00 | 867,360.00 | 7.00 | 758,940.00 | 8.00 | 867,360.00 | ||
| CONTRACTOR TOTAL | 6,579,922.95 | 6,739,262.54 | 6,786,611.36 | ||||||||