| |||
| DBE GOAL FED | |||
| Lead Project: 264-02-0010 | |||
| Parish: ASCENSION | |||
| Routes: LA 74 | |||
| Description: IBERVILLE PARISH LINE - JCT. US 61 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic pavement, superpave asphaltic concrete overlay, pavement patching and related work. | |||
| Estimated Construction Cost: $2,695,027.62 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $2,484,923.85 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,715,951.70 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,725,862.49 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,772,728.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 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 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 202-02-H | removal of guard rail | 724 | LNFT | 5.00 | 3,620.00 | 8.00 | 5,792.00 | 10.00 | 7,240.00 | 10.00 | 7,240.00 |
| 203-07 | borrow (vehicular measurement) | 1,933 | CUYD | 10.00 | 19,330.00 | 10.00 | 19,330.00 | 30.00 | 57,990.00 | 1.00 | 1,933.00 |
| 204-06 | temporary silt fencing | 3,665 | LNFT | 1.00 | 3,665.00 | 1.25 | 4,581.25 | 1.50 | 5,497.50 | 1.50 | 5,497.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,967 | CUYD | 50.00 | 148,350.00 | 20.00 | 59,340.00 | 55.00 | 163,185.00 | 40.00 | 118,680.00 |
| 502-01 | superpave asphaltic concrete | 15,710.6 | TON | 73.00 | 1,146,873.80 | 65.00 | 1,021,189.00 | 70.00 | 1,099,742.00 | 75.00 | 1,178,295.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,908.7 | TON | 73.00 | 139,335.10 | 100.00 | 190,870.00 | 100.00 | 190,870.00 | 1.00 | 1,908.70 |
| 509-01-A | cold planing asphaltic pavement (1.5" average depth) | 1,934 | SQYD | 2.00 | 3,868.00 | 6.00 | 11,604.00 | 3.00 | 5,802.00 | 3.00 | 5,802.00 |
| 509-01-B | cold planing asphaltic pavement (2" average depth) | 78,541 | SQYD | 2.25 | 176,717.25 | 2.15 | 168,863.15 | 2.00 | 157,082.00 | 4.10 | 322,018.10 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,999 | CUYD | 10.00 | - 39,990.00 | 0.01 | - 39.99 | 0.00 | 0.00 | 1.00 | - 3,999.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 1,984 | SQYD | 40.00 | 79,360.00 | 100.00 | 198,400.00 | 65.00 | 128,960.00 | 95.00 | 188,480.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
4,236 | LNFT | 1.25 | 5,295.00 | 1.00 | 4,236.00 | 1.50 | 6,354.00 | 1.25 | 5,295.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
1,562 | LNFT | 1.50 | 2,343.00 | 2.00 | 3,124.00 | 2.00 | 3,124.00 | 1.50 | 2,343.00 |
| 602-03 | cleaning and sealing random cracks | 150 | LNFT | 3.50 | 525.00 | 4.00 | 600.00 | 5.00 | 750.00 | 3.50 | 525.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 48 | LNFT | 120.00 | 5,760.00 | 165.00 | 7,920.00 | 160.00 | 7,680.00 | 130.00 | 6,240.00 |
| 704-01-A | guard rail (single thrie beam) (3'-1 1/2" post spacing) | 18.9 | LNFT | 50.00 | 945.00 | 0.01 | 0.19 | 0.01 | 0.19 | 0.01 | 0.19 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spa.) | 120.0 | LNFT | 50.00 | 6,000.00 | 35.00 | 4,200.00 | 36.00 | 4,320.00 | 31.00 | 3,720.00 |
| 704-03 | blocked out guard rail | 518.8 | LNFT | 20.00 | 10,376.00 | 20.00 | 10,376.00 | 20.00 | 10,376.00 | 17.50 | 9,079.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 175.1 | LNFT | 60.00 | 10,506.00 | 60.00 | 10,506.00 | 65.00 | 11,381.50 | 53.00 | 9,280.30 |
| 704-10 | guard rail anchor block | 4 | EACH | 2,000.00 | 8,000.00 | 1,400.00 | 5,600.00 | 1,500.00 | 6,000.00 | 1,250.00 | 5,000.00 |
| 704-11-B | guard rail end treatment (tangent) | 5 | EACH | 2,250.00 | 11,250.00 | 2,600.00 | 13,000.00 | 3,000.00 | 15,000.00 | 2,300.00 | 11,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 112,000.00 | 112,000.00 | 75,000.00 | 75,000.00 | 80,000.00 | 80,000.00 |
| 713-02-C | temporary pavement markings (8" width) | 200 | LNFT | 0.10 | 20.00 | 0.20 | 40.00 | 0.50 | 100.00 | 0.30 | 60.00 |
| 713-02-E | temporary pavement markings (24" width) | 700 | LNFT | 0.10 | 70.00 | 0.50 | 350.00 | 1.50 | 1,050.00 | 0.90 | 630.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
20.820 | MILE | 200.00 | 4,164.00 | 500.00 | 10,410.00 | 200.00 | 4,164.00 | 400.00 | 8,328.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
18.531 | MILE | 10.00 | 185.31 | 10.00 | 185.31 | 300.00 | 5,559.30 | 275.00 | 5,096.03 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 82.129 | MILE | 10.00 | 821.29 | 10.00 | 821.29 | 300.00 | 24,638.70 | 1.00 | 82.13 |
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 10.00 | 20.00 | 100.00 | 200.00 | 250.00 | 500.00 | 200.00 | 400.00 |
| 720-01-A | erosion control system, slope protection (type a) | 80 | SQYD | 9.00 | 720.00 | 2.00 | 160.00 | 15.00 | 1,200.00 | 15.00 | 1,200.00 |
| 726-01 | bedding material | 61.6 | CUYD | 90.00 | 5,544.00 | 325.00 | 20,020.00 | 350.00 | 21,560.00 | 300.00 | 18,480.00 |
| 727-01 | mobilization | lump | LUMP | 240,000.00 | 240,000.00 | 115,000.00 | 115,000.00 | 75,000.00 | 75,000.00 | 220,000.00 | 220,000.00 |
| 729-16-B | object marker assembly (type 2) | 16 | EACH | 20.00 | 320.00 | 65.00 | 1,040.00 | 75.00 | 1,200.00 | 65.00 | 1,040.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 40.00 | 320.00 | 75.00 | 600.00 | 90.00 | 720.00 | 75.00 | 600.00 |
| 731-02 | reflectorized raised pavement markers | 865 | EACH | 5.00 | 4,325.00 | 7.00 | 6,055.00 | 6.00 | 5,190.00 | 5.20 | 4,498.00 |
| 732-01-C | plastic pavement striping (8" width) | 100 | LNFT | 1.00 | 100.00 | 1.50 | 150.00 | 2.00 | 200.00 | 0.90 | 90.00 |
| 732-01-E | plastic pavement striping (24" width) | 350 | LNFT | 4.00 | 1,400.00 | 5.00 | 1,750.00 | 5.00 | 1,750.00 | 3.90 | 1,365.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 32.003 | MILE | 2,500.00 | 80,007.50 | 3,000.00 | 96,009.00 | 3,000.00 | 96,009.00 | 2,510.00 | 80,327.53 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.177 | MILE | 800.00 | 4,941.60 | 1,000.00 | 6,177.00 | 900.00 | 5,559.30 | 760.00 | 4,694.52 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 400.00 | 800.00 |
| 732-05 | removal of existing markings | 1.345 | MILE | 6,000.00 | 8,070.00 | 6,500.00 | 8,742.50 | 8,000.00 | 10,760.00 | 5,700.00 | 7,666.50 |
| 735-01 | mailboxes | 170 | EACH | 1.00 | 170.00 | 5.00 | 850.00 | 6.00 | 1,020.00 | 1.00 | 170.00 |
| 735-02 | mailbox supports (single) | 142 | EACH | 100.00 | 14,200.00 | 130.00 | 18,460.00 | 125.00 | 17,750.00 | 110.00 | 15,620.00 |
| 735-03 | mailbox supports (double) | 7 | EACH | 200.00 | 1,400.00 | 190.00 | 1,330.00 | 250.00 | 1,750.00 | 170.00 | 1,190.00 |
| 735-04 | mailbox supports (multiple) | 3 | EACH | 260.00 | 780.00 | 300.00 | 900.00 | 300.00 | 900.00 | 250.00 | 750.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 43,000.00 | 43,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 805-12-K-01 | reinforced concrete box culverts (7'x 5') (precast only) |
156.0 | LNFT | 800.00 | 124,800.00 | 1,800.00 | 280,800.00 | 1,500.00 | 234,000.00 | 1,250.00 | 195,000.00 |
| 805-12-L-01 | reinforced concrete box culverts (8'x 5') (precast only) |
120.0 | LNFT | 830.00 | 99,600.00 | 1,900.00 | 228,000.00 | 1,600.00 | 192,000.00 | 1,250.00 | 150,000.00 |
| S-001 | special anchor section | 3 | EACH | 1,000.00 | 3,000.00 | 1,200.00 | 3,600.00 | 1,500.00 | 4,500.00 | 1,200.00 | 3,600.00 |
| S-002 | saw cutting asphaltic concrete patches (9" deep) | 1,190 | LNFT | 9.00 | 10,710.00 | 5.00 | 5,950.00 | 5.00 | 5,950.00 | 3.50 | 4,165.00 |
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
4,236 | LNFT | 1.30 | 5,506.80 | 1.00 | 4,236.00 | 1.50 | 6,354.00 | 1.25 | 5,295.00 |
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
1,562 | LNFT | 1.60 | 2,499.20 | 2.00 | 3,124.00 | 2.00 | 3,124.00 | 1.50 | 2,343.00 |
| S-005 | cleaning existing ditches | 300 | LNFT | 11.00 | 3,300.00 | 15.00 | 4,500.00 | 20.00 | 6,000.00 | 18.00 | 5,400.00 |
| CONTRACTOR TOTAL | 2,484,923.85 | 2,715,951.70 | 2,725,862.49 | 2,772,728.50 | |||||||