| |||
| DBE GOAL FED | |||
| Lead Project: 450-12-0032 | |||
| Parish: ST JAMES, ST JOHN | |||
| Routes: I-10 | |||
| Description: E END OF BLIND RIVER - W END OF RESERVE RELIEF CANAL | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, pavement patching and related work. | |||
| Estimated Construction Cost: $19,970,763.70 | |||
| Maximum Number of Days Allowed for Construction: 325 | |||
| Calculated Daily User Cost: $10,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $18,193,042.58 | 155 | $19,743,042.58 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $18,037,958.23 | 266 | $20,697,958.23 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $20,498,462.70 | 170 | $22,198,462.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - BARRIERE 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 | 3,248 | LNFT | 5.00 | 16,240.00 | 6.00 | 19,488.00 | 5.00 | 16,240.00 | ||
| 202-02-I | removal of concrete foundation (4' x 8') | 21 | EACH | 1,500.00 | 31,500.00 | 25.00 | 525.00 | 500.00 | 10,500.00 | ||
| 203-07 | borrow (vehicular measurement) | 21,976 | CUYD | 15.00 | 329,640.00 | 5.00 | 109,880.00 | 24.00 | 527,424.00 | ||
| 204-06 | temporary silt fencing | 1,500 | LNFT | 2.00 | 3,000.00 | 2.00 | 3,000.00 | 1.00 | 1,500.00 | ||
| 502-01 | superpave asphaltic concrete | 124,025.5 | TON | 73.50 | 9,115,874.25 | 75.00 | 9,301,912.50 | 83.00 | 10,294,116.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
713.9 | TON | 150.00 | 107,085.00 | 75.00 | 53,542.50 | 250.00 | 178,475.00 | ||
| 508-01 | asphalt concrete (sma) wearing course | 27,624.7 | TON | 88.00 | 2,430,973.60 | 75.00 | 2,071,852.50 | 120.00 | 3,314,964.00 | ||
| 509-01-A | cold planing asphaltic pavement (1" average depth) | 1,422 | SQYD | 10.00 | 14,220.00 | 10.00 | 14,220.00 | 5.00 | 7,110.00 | ||
| 509-01-B | cold planing asphaltic pavement (2" deep) | 147,526 | SQYD | 4.75 | 700,748.50 | 3.75 | 553,222.50 | 1.50 | 221,289.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6,177 | CUYD | 0.01 | - 61.77 | 0.01 | - 61.77 | 20.00 | - 123,540.00 | ||
| 602-03 | cleaning and sealing cracks | 320 | LNFT | 4.00 | 1,280.00 | 5.00 | 1,600.00 | 2.50 | 800.00 | ||
| 602-07 | patching continuously reinforced concrete pavement | 6,717.3 | SQYD | 180.00 | 1,209,114.00 | 300.00 | 2,015,190.00 | 224.00 | 1,504,675.20 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 241.6 | LNFT | 45.00 | 10,872.00 | 65.00 | 15,704.00 | 55.00 | 13,288.00 | ||
| 704-03 | blocked out guard rail | 2,514.0 | LNFT | 20.00 | 50,280.00 | 20.00 | 50,280.00 | 30.00 | 75,420.00 | ||
| 704-06 | guard rail anchor sections (trailing end) | 12.6 | LNFT | 80.00 | 1,008.00 | 75.00 | 945.00 | 95.00 | 1,197.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
12.6 | LNFT | 90.00 | 1,134.00 | 85.00 | 1,071.00 | 105.00 | 1,323.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 60.00 | 18,000.00 | 60.00 | 18,000.00 | 70.00 | 21,000.00 | ||
| 704-10 | guard rail anchor block | 12 | EACH | 1,000.00 | 12,000.00 | 1,100.00 | 13,200.00 | 1,200.00 | 14,400.00 | ||
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 2,000.00 | 32,000.00 | 2,300.00 | 36,800.00 | 2,300.00 | 36,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 500,000.00 | 500,000.00 | 800,000.00 | 800,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.060 | MILE | 1,000.00 | 18,060.00 | 500.00 | 9,030.00 | 400.00 | 7,224.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
36.120 | MILE | 300.00 | 10,836.00 | 500.00 | 18,060.00 | 600.00 | 21,672.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 108.360 | MILE | 625.00 | 67,725.00 | 800.00 | 86,688.00 | 1,000.00 | 108,360.00 | ||
| 727-01 | mobilization | lump | LUMP | 1,800,000.00 | 1,800,000.00 | 1,000,000.00 | 1,000,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 48 | EACH | 70.00 | 3,360.00 | 65.00 | 3,120.00 | 60.00 | 2,880.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 75.00 | 1,200.00 | 95.00 | 1,520.00 | ||
| 729-17 | milepost assembly (ground mounted) | 24 | EACH | 650.00 | 15,600.00 | 165.00 | 3,960.00 | 250.00 | 6,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,870 | EACH | 5.00 | 14,350.00 | 6.00 | 17,220.00 | 6.00 | 17,220.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 72.240 | MILE | 2,050.00 | 148,092.00 | 900.00 | 65,016.00 | 3,200.00 | 231,168.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 18.060 | MILE | 700.00 | 12,642.00 | 900.00 | 16,254.00 | 950.00 | 17,157.00 | ||
| 739-01 | hydro-seeding | 55.70 | ACRE | 1,000.00 | 55,700.00 | 1,000.00 | 55,700.00 | 1,500.00 | 83,550.00 | ||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 314,500.00 | 314,500.00 | 30,000.00 | 30,000.00 | ||
| S-001 | milling concrete pavement (1" avg. depth) | 6,396 | SQYD | 10.00 | 63,960.00 | 30.00 | 191,880.00 | 25.00 | 159,900.00 | ||
| S-002 | dynamic message sign unit | 8 | EACH | 15,000.00 | 120,000.00 | 13,000.00 | 104,000.00 | 12,000.00 | 96,000.00 | ||
| S-003 | rumble strips (ground-in) | 36.7 | MILE | 1,100.00 | 40,370.00 | 900.00 | 33,030.00 | 1,000.00 | 36,700.00 | ||
| S-004 | high tension median cable barrier system | 33,754 | LNFT | 20.00 | 675,080.00 | 18.50 | 624,449.00 | 22.00 | 742,588.00 | ||
| S-005 | median cable barrier gated end terminal | 12 | EACH | 3,000.00 | 36,000.00 | 3,200.00 | 38,400.00 | 3,600.00 | 43,200.00 | ||
| S-006 | concrete mow pad | 33,754 | LNFT | 20.00 | 675,080.00 | 20.00 | 675,080.00 | 23.00 | 776,342.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 18,193,042.58 | 18,037,958.23 | 20,498,462.70 | ||||||||
| NUMBER OF DAYS BID AT $10,000 PER DAY. | 1,550,000.00 | 2,660,000.00 | 1,700,000.00 | ||||||||
| TOTAL BID | 19,743,042.58 | 20,697,958.23 | 22,198,462.70 | ||||||||