| |||
| Lead Project: 224-01-0010 | |||
| Parish: POINTE COUPEE | |||
| Routes: LA 416 | |||
| Description: JCT. LA 1 - JCT. LA 415 | |||
| Type Const:
lime treatment, in-place cement treated base course, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, and related work | |||
| Estimated Construction Cost: $4,596,983.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,998,882.72 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $4,083,472.55 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $4,087,045.21 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $5,116,816.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 18,000.00 | 18,000.00 | 50,000.00 | 50,000.00 | 1,500.00 | 1,500.00 | 75,000.00 | 75,000.00 |
| 202-02-D | removal of concrete walks & drives | 1,000 | SQYD | 10.00 | 10,000.00 | 30.00 | 30,000.00 | 10.00 | 10,000.00 | 25.00 | 25,000.00 |
| 203-07 | borrow (vehicular measurement) | 8,472 | CUYD | 13.75 | 116,490.00 | 5.00 | 42,360.00 | 3.00 | 25,416.00 | 18.00 | 152,496.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 2,052 | CUYD | 14.50 | 29,754.00 | 3.00 | 6,156.00 | 5.00 | 10,260.00 | 25.00 | 51,300.00 |
| 204-05-A | temporary sediment check dams (hay) | 20 | EACH | 220.00 | 4,400.00 | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 150.00 | 3,000.00 |
| 204-06 | temporary silt fencing | 9,530 | LNFT | 1.50 | 14,295.00 | 1.50 | 14,295.00 | 1.50 | 14,295.00 | 2.00 | 19,060.00 |
| 304-01 | lime | 52.25 | TON | 100.00 | 5,225.00 | 180.00 | 9,405.00 | 75.00 | 3,918.75 | 150.00 | 7,837.50 |
| 304-03-D | lime treatment (type c) (12" thick) | 1,845 | SQYD | 5.00 | 9,225.00 | 1.50 | 2,767.50 | 2.00 | 3,690.00 | 5.00 | 9,225.00 |
| 304-05 | lime treatment (type e) | 52.31 | TON | 400.00 | 20,924.00 | 400.00 | 20,924.00 | 250.00 | 13,077.50 | 400.00 | 20,924.00 |
| 308-01-A-01 | in-place cement treated base course (12" thick) (7% cement) |
27,257 | SQYD | 6.25 | 170,356.25 | 7.50 | 204,427.50 | 8.00 | 218,056.00 | 8.00 | 218,056.00 |
| 308-01-A-02 | in-place cement treated base course (12" thick) (10% cement) |
46,552 | SQYD | 8.00 | 372,416.00 | 10.00 | 465,520.00 | 12.00 | 558,624.00 | 10.00 | 465,520.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,306 | CUYD | 20.00 | 66,120.00 | 40.00 | 132,240.00 | 25.00 | 82,650.00 | 90.00 | 297,540.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 130.0 | CUYD | 50.00 | 6,500.00 | 60.00 | 7,800.00 | 60.00 | 7,800.00 | 75.00 | 9,750.00 |
| 502-01 | superpave asphaltic concrete | 20,854.0 | TON | 94.00 | 1,960,276.00 | 90.00 | 1,876,860.00 | 75.00 | 1,564,050.00 | 90.00 | 1,876,860.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,830.5 | TON | 145.00 | 265,422.50 | 100.00 | 183,050.00 | 150.00 | 274,575.00 | 195.00 | 356,947.50 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 6,352 | GAL | 4.00 | 25,408.00 | 4.00 | 25,408.00 | 3.50 | 22,232.00 | 4.00 | 25,408.00 |
| 507-02-C | aggregate (s3) | 20,489 | SQYD | 2.60 | 53,271.40 | 2.75 | 56,344.75 | 2.25 | 46,100.25 | 2.75 | 56,344.75 |
| 509-01 | cold planing asphaltic pavement | 44,528 | SQYD | 1.65 | 73,471.20 | 3.00 | 133,584.00 | 3.50 | 155,848.00 | 2.50 | 111,320.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,855 | CUYD | 0.01 | - 18.55 | 0.00 | 0.00 | 0.01 | - 18.55 | 0.01 | - 18.55 |
| 510-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 185.00 | 185,000.00 | 45.00 | 45,000.00 | 40.00 | 40,000.00 | 95.00 | 95,000.00 |
| 701-01-I | cross drain pipe (24" rcp) | 248 | LNFT | 110.00 | 27,280.00 | 140.00 | 34,720.00 | 275.00 | 68,200.00 | 120.00 | 29,760.00 |
| 701-01-M | cross drain pipe (36" rcp) | 96 | LNFT | 140.00 | 13,440.00 | 160.00 | 15,360.00 | 300.00 | 28,800.00 | 185.00 | 17,760.00 |
| 701-01-N | cross drain pipe (42" rcp) | 96 | LNFT | 200.00 | 19,200.00 | 180.00 | 17,280.00 | 320.00 | 30,720.00 | 205.00 | 19,680.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 216 | LNFT | 190.00 | 41,040.00 | 185.00 | 39,960.00 | 275.00 | 59,400.00 | 125.00 | 27,000.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 60 | LNFT | 240.00 | 14,400.00 | 200.00 | 12,000.00 | 325.00 | 19,500.00 | 250.00 | 15,000.00 |
| 701-15 | concrete collar | 1 | EACH | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 |
| 712-02 | sacked concrete revetment | 400 | SQYD | 80.00 | 32,000.00 | 75.00 | 30,000.00 | 70.00 | 28,000.00 | 85.00 | 34,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 25,000.00 | 25,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 96 | LNFT | 1.00 | 96.00 | 1.20 | 115.20 | 0.40 | 38.40 | 2.00 | 192.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
21.660 | MILE | 1.00 | 21.66 | 400.00 | 8,664.00 | 600.00 | 12,996.00 | 400.00 | 8,664.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.609 | MILE | 1.00 | 12.61 | 450.00 | 5,674.05 | 100.00 | 1,260.90 | 400.00 | 5,043.60 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 43.761 | MILE | 450.00 | 19,692.45 | 250.00 | 10,940.25 | 100.00 | 4,376.10 | 900.00 | 39,384.90 |
| 713-05-D | temporary pavement legends & symbols (rr crossing) | 2 | EACH | 30.00 | 60.00 | 30.00 | 60.00 | 15.00 | 30.00 | 500.00 | 1,000.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 726-01 | bedding material | 315.8 | CUYD | 80.00 | 25,264.00 | 45.00 | 14,211.00 | 0.01 | 3.16 | 105.00 | 33,159.00 |
| 727-01 | mobilization | lump | LUMP | 110,000.00 | 110,000.00 | 200,000.00 | 200,000.00 | 225,000.00 | 225,000.00 | 475,000.00 | 475,000.00 |
| 729-16-B | object marker assembly (type 2) | 80 | EACH | 45.00 | 3,600.00 | 60.00 | 4,800.00 | 60.00 | 4,800.00 | 75.00 | 6,000.00 |
| 731-02 | reflectorized raised pavement markers | 954 | EACH | 5.00 | 4,770.00 | 6.00 | 5,724.00 | 6.00 | 5,724.00 | 6.00 | 5,724.00 |
| 732-01-E | plastic pavement striping (24" width) | 96 | LNFT | 3.00 | 288.00 | 4.00 | 384.00 | 5.00 | 480.00 | 3.00 | 288.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 29.027 | MILE | 2,400.00 | 69,664.80 | 2,800.00 | 81,275.60 | 3,000.00 | 87,081.00 | 2,500.00 | 72,567.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.203 | MILE | 800.00 | 3,362.40 | 900.00 | 3,782.70 | 900.00 | 3,782.70 | 900.00 | 3,782.70 |
| 732-04-D | plastic pavement legends and symbols (type d) | 2 | EACH | 400.00 | 800.00 | 600.00 | 1,200.00 | 500.00 | 1,000.00 | 750.00 | 1,500.00 |
| 735-01 | mailboxes | 137 | EACH | 5.00 | 685.00 | 2.00 | 274.00 | 5.00 | 685.00 | 1.00 | 137.00 |
| 735-02 | mailbox supports (single) | 116 | EACH | 90.00 | 10,440.00 | 110.00 | 12,760.00 | 125.00 | 14,500.00 | 110.00 | 12,760.00 |
| 735-03 | mailbox supports (double) | 6 | EACH | 120.00 | 720.00 | 140.00 | 840.00 | 150.00 | 900.00 | 150.00 | 900.00 |
| 735-04 | mailbox supports (multiple) | 3 | EACH | 210.00 | 630.00 | 250.00 | 750.00 | 275.00 | 825.00 | 275.00 | 825.00 |
| 739-01 | hydro-seeding | 13.13 | ACRE | 1,000.00 | 13,130.00 | 1,200.00 | 15,756.00 | 1,300.00 | 17,069.00 | 1,300.00 | 17,069.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 45,500.00 | 45,500.00 | 250,000.00 | 250,000.00 |
| S-001 | saw cutting asphaltic concrete patches (12" deep) | 900 | LNFT | 5.00 | 4,500.00 | 6.00 | 5,400.00 | 5.00 | 4,500.00 | 8.00 | 7,200.00 |
| S-002 | saw cutting driveways (6" deep) | 1,600 | LNFT | 20.00 | 32,000.00 | 6.50 | 10,400.00 | 10.00 | 16,000.00 | 8.00 | 12,800.00 |
| S-003 | traffic maintenance superpave asphaltic concrete | 265.0 | TON | 150.00 | 39,750.00 | 200.00 | 53,000.00 | 200.00 | 53,000.00 | 150.00 | 39,750.00 |
| S-004 | surface preparation | lump | LUMP | 12,000.00 | 12,000.00 | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 |
| S-005 | cleaning existing ditches | 4,600 | LNFT | 10.00 | 46,000.00 | 3.00 | 13,800.00 | 6.00 | 27,600.00 | 8.00 | 36,800.00 |
| CONTRACTOR TOTAL | 3,998,882.72 | 4,083,472.55 | 4,087,045.21 | 5,116,816.90 | |||||||