| |||
| DBE GOAL FED | |||
| Lead Project: 058-03-0012 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 16 | |||
| Description: JCT. LA. 21 - WASHINGTON LINE | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 22040 | COVINGTON PAVING CO. | $1,542,835.37 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,695,990.35 |
| 3 | 06487 | HUEY STOCKSTILL, INC. | $1,856,102.90 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,872,312.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COVINGTON PAVING CO. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - HUEY STOCKSTILL, INC. |
- 4 - 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 | 2,102 | LNFT | 2.50 | 5,255.00 | 10.50 | 22,071.00 | 3.00 | 6,306.00 | 2.60 | 5,465.20 |
| 203-08 | borrow (vehicular measurement) | 4,060 | CUYD | 9.00 | 36,540.00 | 11.00 | 44,660.00 | 10.00 | 40,600.00 | 3.00 | 12,180.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,640 | CUYD | 28.77 | 47,182.80 | 36.00 | 59,040.00 | 16.00 | 26,240.00 | 17.00 | 27,880.00 |
| 502-01 | superpave asphaltic concrete | 22,039.9 | TON | 44.47 | 980,114.35 | 44.00 | 969,755.60 | 47.00 | 1,035,875.30 | 52.00 | 1,146,074.80 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,350.4 | TON | 54.70 | 73,866.88 | 44.00 | 59,417.60 | 80.00 | 108,032.00 | 95.00 | 128,288.00 |
| 509-01 | cold planing asphaltic pavement | 80,133 | SQYD | 0.85 | 68,113.05 | 1.20 | 96,159.60 | 1.00 | 80,133.00 | 1.00 | 80,133.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,226 | CUYD | 3.00 | - 6,678.00 | 15.00 | - 33,390.00 | FREE | FREE | 6.00 | - 13,356.00 |
| 701-02-D/D | cross drain pipe arch (24" equiv. rcpa or 24" equiv. cmpa) |
192 | LNFT | 55.00 | 10,560.00 | 75.00 | 14,400.00 | 54.00 | 10,368.00 | 74.00 | 14,208.00 |
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
152 | LNFT | 75.00 | 11,400.00 | 105.00 | 15,960.00 | 58.00 | 8,816.00 | 74.00 | 11,248.00 |
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
56 | LNFT | 80.00 | 4,480.00 | 110.00 | 6,160.00 | 79.00 | 4,424.00 | 100.00 | 5,600.00 |
| 701-02-F/G | cross drain pipe arch (36" equiv. rcpa or 42" equiv. cmpa) |
96 | LNFT | 100.00 | 9,600.00 | 115.00 | 11,040.00 | 74.00 | 7,104.00 | 138.00 | 13,248.00 |
| 701-02-J/L | cross drain pipe arch (60" equiv. rcpa or 72" equiv. cmpa) |
56 | LNFT | 175.00 | 9,800.00 | 220.00 | 12,320.00 | 200.00 | 11,200.00 | 365.00 | 20,440.00 |
| 701-12-I | corrugated metal pipe (extension)(24") | 6 | LNFT | 100.00 | 600.00 | 100.00 | 600.00 | 147.00 | 882.00 | 115.00 | 690.00 |
| 701-13-D | corrugated metal pipe arch (extension)(24" equiv.) | 8 | LNFT | 110.00 | 880.00 | 150.00 | 1,200.00 | 117.00 | 936.00 | 115.00 | 920.00 |
| 701-13-F | corrugated metal pipe arch (extension)(36" equiv.) | 4 | LNFT | 135.00 | 540.00 | 200.00 | 800.00 | 300.00 | 1,200.00 | 195.00 | 780.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 343.8 | LNFT | 29.00 | 9,970.20 | 30.00 | 10,314.00 | 40.00 | 13,752.00 | 42.00 | 14,439.60 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 1,230.0 | LNFT | 44.50 | 54,735.00 | 47.00 | 57,810.00 | 55.00 | 67,650.00 | 42.00 | 51,660.00 |
| 704-03 | blocked out guard rail | 300.1 | LNFT | 16.00 | 4,801.60 | 17.00 | 5,101.70 | 17.00 | 5,101.70 | 19.00 | 5,701.90 |
| 704-05 | guard rail anchor sections (bct) | 12.5 | LNFT | 45.50 | 568.75 | 47.00 | 587.50 | 70.00 | 875.00 | 85.00 | 1,062.50 |
| 704-11-A | guard rail end treatment (flared) | 15 | EACH | 1,800.00 | 27,000.00 | 2,000.00 | 30,000.00 | 2,000.00 | 30,000.00 | 1,775.00 | 26,625.00 |
| 711-03-C | riprap (30 lb) | 25.0 | TON | 50.00 | 1,250.00 | 70.00 | 1,750.00 | 100.00 | 2,500.00 | 60.00 | 1,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.590 | MILE | 1,810.00 | 10,117.90 | 130.00 | 726.70 | 400.00 | 2,236.00 | 10.00 | 55.90 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.300 | MILE | 270.00 | 1,431.00 | 20.00 | 106.00 | 240.00 | 1,272.00 | 10.00 | 53.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 39.160 | MILE | 475.00 | 18,601.00 | 50.00 | 1,958.00 | 450.00 | 17,622.00 | 20.00 | 783.20 |
| 717-01 | seeding | 102 | LB | 8.00 | 816.00 | 27.00 | 2,754.00 | 25.00 | 2,550.00 | 8.00 | 816.00 |
| 718-01 | fertilizer | 3,388 | LB | 0.18 | 609.84 | 1.60 | 5,420.80 | 1.50 | 5,082.00 | 0.50 | 1,694.00 |
| 721-01 | asphalt mulch | 8,199 | GAL | 0.10 | 819.90 | 0.15 | 1,229.85 | 0.10 | 819.90 | 1.00 | 8,199.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 500 | SQYD | 48.00 | 24,000.00 | 50.00 | 25,000.00 | 60.00 | 30,000.00 | 70.00 | 35,000.00 |
| 726-01 | bedding material | 228.0 | CUYD | 35.00 | 7,980.00 | 47.00 | 10,716.00 | 47.00 | 10,716.00 | 64.00 | 14,592.00 |
| 727-01 | mobilization | lump | LUMP | 13,400.00 | 13,400.00 | 130,000.00 | 130,000.00 | 180,000.00 | 180,000.00 | 125,000.00 | 125,000.00 |
| 729-16-C | object marker assembly (type 3) | 58 | EACH | 70.00 | 4,060.00 | 45.00 | 2,610.00 | 80.00 | 4,640.00 | 85.00 | 4,930.00 |
| 731-02 | reflectorized raised pavement markers | 738 | EACH | 4.90 | 3,616.20 | 5.00 | 3,690.00 | 5.00 | 3,690.00 | 5.00 | 3,690.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.580 | MILE | 1,780.00 | 34,852.40 | 1,900.00 | 37,202.00 | 2,000.00 | 39,160.00 | 1,770.00 | 34,656.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.650 | MILE | 710.00 | 1,881.50 | 800.00 | 2,120.00 | 1,000.00 | 2,650.00 | 700.00 | 1,855.00 |
| 735-01 | mailboxes | 50 | EACH | 8.00 | 400.00 | 5.00 | 250.00 | 5.00 | 250.00 | 1.00 | 50.00 |
| 735-02 | mailbox supports (single) | 50 | EACH | 125.00 | 6,250.00 | 120.00 | 6,000.00 | 130.00 | 6,500.00 | 115.00 | 5,750.00 |
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 20,000.00 | 20,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 |
| S-001 | u-channel post installation | 67 | EACH | 50.00 | 3,350.00 | 50.00 | 3,350.00 | 60.00 | 4,020.00 | 50.00 | 3,350.00 |
| S-002 | cleaning existing ditches | 2,400 | LNFT | 2.50 | 6,000.00 | 5.00 | 12,000.00 | 5.00 | 12,000.00 | 1.25 | 3,000.00 |
| S-003 | nailing of deck boards | 300 | LB | 18.40 | 5,520.00 | 15.00 | 4,500.00 | 25.00 | 7,500.00 | 17.00 | 5,100.00 |
| S-004 | relocating existing ditch | 1,000 | LNFT | 5.00 | 5,000.00 | 5.50 | 5,500.00 | 5.00 | 5,000.00 | 3.00 | 3,000.00 |
| S-005 | labor charge to repair deck board sections | 1,700 | LNFT | 11.50 | 19,550.00 | 3.00 | 5,100.00 | 12.00 | 20,400.00 | 3.50 | 5,950.00 |
| CONTRACTOR TOTAL | 1,542,835.37 | 1,695,990.35 | 1,856,102.90 | 1,872,312.70 | |||||||