| |||
| Lead Project: 279-03-0009 | |||
| Parish: WASHINGTON, ST TAMMANY | |||
| Routes: LA 437 | |||
| Description: ST. TAMMANY LINE - JCT. LA 16 AND JCT. LA 40 - WASHINGTON | |||
| Type Const:
drainage structures, cold planing, cement treated base, asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $4,540,321.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 22040 | COVINGTON PAVING CO. | $2,954,227.41 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,056,678.70 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,601,424.75 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $4,198,285.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COVINGTON PAVING CO. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,500.00 | 4,500.00 | 11,000.00 | 11,000.00 | 6,000.00 | 6,000.00 | 2,000.00 | 2,000.00 |
| 202-02-H | removal of guard rail | 416 | LNFT | 4.00 | 1,664.00 | 4.00 | 1,664.00 | 12.00 | 4,992.00 | 4.50 | 1,872.00 |
| 203-07 | borrow (vehicular measurement) | 2,165 | CUYD | 9.44 | 20,437.60 | 6.00 | 12,990.00 | 21.00 | 45,465.00 | 20.00 | 43,300.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 6,261 | CUYD | 9.44 | 59,103.84 | 6.00 | 37,566.00 | 15.00 | 93,915.00 | 20.00 | 125,220.00 |
| 204-02 | temporary hay or straw bales | 170 | EACH | 9.00 | 1,530.00 | 12.00 | 2,040.00 | 10.00 | 1,700.00 | 10.00 | 1,700.00 |
| 204-06 | temporary silt fencing | 620 | LNFT | 2.15 | 1,333.00 | 3.20 | 1,984.00 | 3.00 | 1,860.00 | 3.50 | 2,170.00 |
| 303-02 | removal of existing patches | 2,874 | SQYD | FREE | FREE | 0.55 | 1,580.70 | 6.00 | 17,244.00 | 10.00 | 28,740.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 145,776 | SQYD | 4.12 | 600,597.12 | 5.20 | 758,035.20 | 5.90 | 860,078.40 | 7.00 | 1,020,432.00 |
| 502-01 | superpave asphaltic concrete | 27,022.5 | TON | 67.00 | 1,810,507.50 | 60.00 | 1,621,350.00 | 67.00 | 1,810,507.50 | 80.00 | 2,161,800.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,275.9 | TON | 80.00 | 102,072.00 | 10.00 | 12,759.00 | 145.00 | 185,005.50 | 150.00 | 191,385.00 |
| 509-01 | cold planing asphaltic pavement | 44,622 | SQYD | 1.25 | 55,777.50 | 1.80 | 80,319.60 | 1.30 | 58,008.60 | 1.50 | 66,933.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,859 | CUYD | 3.00 | - 5,577.00 | 5.00 | - 9,295.00 | 0.10 | - 185.90 | 10.00 | - 18,590.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 100 | LNFT | 154.00 | 15,400.00 | 180.00 | 18,000.00 | 175.00 | 17,500.00 | 170.00 | 17,000.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 76 | LNFT | 271.00 | 20,596.00 | 280.00 | 21,280.00 | 300.00 | 22,800.00 | 280.00 | 21,280.00 |
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 64 | LNFT | 340.00 | 21,760.00 | 370.00 | 23,680.00 | 400.00 | 25,600.00 | 300.00 | 19,200.00 |
| 701-08 | relaying pipe | 16 | LNFT | 110.00 | 1,760.00 | 140.00 | 2,240.00 | 110.00 | 1,760.00 | 100.00 | 1,600.00 |
| 704-03 | blocked out guard rail | 150.0 | LNFT | 24.00 | 3,600.00 | 25.00 | 3,750.00 | 25.00 | 3,750.00 | 25.00 | 3,750.00 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 48.00 | 2,400.00 | 50.00 | 2,500.00 | 50.00 | 2,500.00 | 50.00 | 2,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 56.00 | 5,600.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,300.00 | 9,200.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 707-04 | asphaltic curb | 40.0 | LNFT | 50.00 | 2,000.00 | 70.00 | 2,800.00 | 50.00 | 2,000.00 | 25.00 | 1,000.00 |
| 711-03-C | riprap (30 lb) | 121.0 | TON | 83.00 | 10,043.00 | 120.00 | 14,520.00 | 80.00 | 9,680.00 | 80.00 | 9,680.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 17,900.00 | 17,900.00 | 60,000.00 | 60,000.00 | 22,000.00 | 22,000.00 | 35,000.00 | 35,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 78 | LNFT | FREE | FREE | 1.00 | 78.00 | 0.70 | 54.60 | 1.00 | 78.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
28.740 | MILE | 250.00 | 7,185.00 | 30.00 | 862.20 | 130.00 | 3,736.20 | 10.00 | 287.40 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
21.030 | MILE | 1.00 | 21.03 | 40.00 | 841.20 | 295.00 | 6,203.85 | 15.00 | 315.45 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 83.520 | MILE | 1.00 | 83.52 | 50.00 | 4,176.00 | 525.00 | 43,848.00 | 20.00 | 1,670.40 |
| 720-01-A | erosion control system, slope protection (type a) | 500 | SQYD | 1.27 | 635.00 | 2.80 | 1,400.00 | 2.75 | 1,375.00 | 3.00 | 1,500.00 |
| 722-01 | project site laboratory | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 726-01 | bedding material | 64.6 | CUYD | 83.00 | 5,361.80 | 80.00 | 5,168.00 | 80.00 | 5,168.00 | 100.00 | 6,460.00 |
| 727-01 | mobilization | lump | LUMP | 60,400.00 | 60,400.00 | 200,000.00 | 200,000.00 | 195,000.00 | 195,000.00 | 300,000.00 | 300,000.00 |
| 729-16-C | object marker assembly (type 3) | 76 | EACH | 60.00 | 4,560.00 | 67.00 | 5,092.00 | 65.00 | 4,940.00 | 65.00 | 4,940.00 |
| 731-02 | reflectorized raised pavement markers | 1,269 | EACH | 4.50 | 5,710.50 | 5.20 | 6,598.80 | 5.00 | 6,345.00 | 5.50 | 6,979.50 |
| 732-01-E | plastic pavement striping (24" width) | 26 | LNFT | 3.00 | 78.00 | 7.00 | 182.00 | 3.25 | 84.50 | 3.25 | 84.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 27.840 | MILE | 2,150.00 | 59,856.00 | 2,500.00 | 69,600.00 | 2,250.00 | 62,640.00 | 2,500.00 | 69,600.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.010 | MILE | 700.00 | 4,907.00 | 700.00 | 4,907.00 | 750.00 | 5,257.50 | 650.00 | 4,556.50 |
| 735-01 | mailboxes | 82 | EACH | 10.00 | 820.00 | 5.00 | 410.00 | 1.00 | 82.00 | 1.00 | 82.00 |
| 735-02 | mailbox supports (single) | 82 | EACH | 125.00 | 10,250.00 | 120.00 | 9,840.00 | 120.00 | 9,840.00 | 110.00 | 9,020.00 |
| 739-01 | hydro-seeding | 11.10 | ACRE | 1,050.00 | 11,655.00 | 1,000.00 | 11,100.00 | 1,100.00 | 12,210.00 | 1,000.00 | 11,100.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 21,500.00 | 21,500.00 | 15,000.00 | 15,000.00 |
| S-001 | sawcutting of concrete/asphalt driveways and turnouts (full depth) |
1,340 | LNFT | FREE | FREE | 4.00 | 5,360.00 | 4.00 | 5,360.00 | 6.00 | 8,040.00 |
| CONTRACTOR TOTAL | 2,954,227.41 | 3,056,678.70 | 3,601,424.75 | 4,198,285.75 | |||||||