| |||
| DBE GOAL FED | |||
| Lead Project: 713-53-0107 | |||
| Parish: TANGIPAHOA | |||
| Routes: | |||
| Description: BRIDGES ON BRIAR PATCH CEMETERY,STRAUGHNS NURSERY,NORTHHAYES | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asph conc pavement, pvmt widening, conc slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00939 | FORDICE CONSTRUCTION CO. | $520,954.60 |
| 2 | 02109 | CHAMBERS CONSTRUCTION CO., INC. | $579,244.80 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $623,425.40 |
| 4 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $635,960.70 |
| 5 | 34567 | JAMES CONSTRUCTION GROUP LLC | $930,540.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - FORDICE CONSTRUCTION CO. |
- 2 - CHAMBERS CONSTRUCTION CO., INC. |
- 3 - COASTAL BRIDGE CO., L.L.C. |
- 4 - T. L. WALLACE CONSTRUCTION, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 19,000.00 | 19,000.00 | 80,000.00 | 80,000.00 |
| 202-02-A-01 | removal of bridge(sta. 105+00, 19.4' wide x 50.1' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-02 | removal of bridge(sta. 105+00, 21.0' wide x 36.06' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-03 | removal of bridge(sta. 105+00, 24.49' wide x 39.06' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 410.2 | SQYD | 6.50 | 2,666.30 | 12.00 | 4,922.40 | 7.00 | 2,871.40 | 7.00 | 2,871.40 |
| 203-06 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 21,000.00 | 21,000.00 | 25,000.00 | 25,000.00 |
| 204-02 | temporary hay or straw bales | 250 | EACH | 10.50 | 2,625.00 | 10.00 | 2,500.00 | 10.00 | 2,500.00 | 10.00 | 2,500.00 |
| 204-03 | temporary slope drains | 350 | LNFT | 5.00 | 1,750.00 | 1.00 | 350.00 | 2.00 | 700.00 | 6.00 | 2,100.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 225.00 | 2,700.00 | 25.00 | 300.00 | 200.00 | 2,400.00 | 200.00 | 2,400.00 |
| 204-06 | temporary silt fencing | 640 | LNFT | 4.00 | 2,560.00 | 3.00 | 1,920.00 | 2.00 | 1,280.00 | 3.00 | 1,920.00 |
| 302-01 | class ii base course | 110.1 | CUYD | 90.00 | 9,909.00 | 120.00 | 13,212.00 | 90.00 | 9,909.00 | 115.00 | 12,661.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | CUYD | 65.00 | 1,430.00 | 85.00 | 1,870.00 | 65.00 | 1,430.00 | 190.00 | 4,180.00 |
| 502-01 | superpave asphaltic concrete | 257.0 | TON | 160.00 | 41,120.00 | 160.00 | 41,120.00 | 135.00 | 34,695.00 | 135.00 | 34,695.00 |
| 701-05-G | side drain pipe (18") | 91 | LNFT | 42.50 | 3,867.50 | 30.00 | 2,730.00 | 45.00 | 4,095.00 | 40.00 | 3,640.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 365 | LNFT | 26.00 | 9,490.00 | 30.00 | 10,950.00 | 40.00 | 14,600.00 | 30.00 | 10,950.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 397 | LNFT | 31.50 | 12,505.50 | 38.00 | 15,086.00 | 60.00 | 23,820.00 | 35.00 | 13,895.00 |
| 701-06-D-01 | side drain pipe arch (24" equiv.)(erosion) | 122 | LNFT | 45.00 | 5,490.00 | 42.00 | 5,124.00 | 60.00 | 7,320.00 | 45.00 | 5,490.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 43.00 | 8,600.00 | 60.00 | 12,000.00 | 50.00 | 10,000.00 | 45.00 | 9,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 32.00 | 6,400.00 | 35.00 | 7,000.00 | 40.00 | 8,000.00 | 35.00 | 7,000.00 |
| 705-01 | barbed wire fence | 600 | LNFT | 8.50 | 5,100.00 | 8.00 | 4,800.00 | 8.00 | 4,800.00 | 5.00 | 3,000.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 522 | SQYD | 32.00 | 16,704.00 | 60.00 | 31,320.00 | 45.00 | 23,490.00 | 45.00 | 23,490.00 |
| 711-04 | geotextile fabric | 522 | SQYD | 2.00 | 1,044.00 | 2.00 | 1,044.00 | 3.00 | 1,566.00 | 2.00 | 1,044.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | 14,000.00 | 14,000.00 |
| 724-02 | pavement widening | 252.9 | SQYD | 65.00 | 16,438.50 | 100.00 | 25,290.00 | 80.00 | 20,232.00 | 80.00 | 20,232.00 |
| 726-01 | bedding material | 117.8 | CUYD | 55.00 | 6,479.00 | 60.00 | 7,068.00 | 55.00 | 6,479.00 | 55.00 | 6,479.00 |
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 26,900.00 | 26,900.00 | 78,000.00 | 78,000.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 80.00 | 320.00 | 70.00 | 280.00 | 70.00 | 280.00 | 60.00 | 240.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 85.00 | 1,360.00 | 80.00 | 1,280.00 | 70.00 | 1,120.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 |
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 1,404 | LNFT | 30.00 | 42,120.00 | 40.00 | 56,160.00 | 42.00 | 58,968.00 | 31.00 | 43,524.00 |
| 804-12 | loading permanent piles | 2 | EACH | FREE | FREE | 100.00 | 200.00 | 100.00 | 200.00 | 1.00 | 2.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 20.58 | CUYD | 700.00 | 14,406.00 | 500.00 | 10,290.00 | 700.00 | 14,406.00 | 660.00 | 13,582.80 |
| 805-10-A | bridge superstructure & substructure (24' clr. rdwy; 90 degree crossing) |
6 | SPAN | 15,500.00 | 93,000.00 | 20,000.00 | 120,000.00 | 19,400.00 | 116,400.00 | 18,000.00 | 108,000.00 |
| 805-12-H | reinforced concrete box culverts (7'x 4') | 188.0 | LNFT | 350.00 | 65,800.00 | 325.00 | 61,100.00 | 350.00 | 65,800.00 | 330.00 | 62,040.00 |
| 806-01 | deformed reinforcing steel | 2,458 | LB | 1.10 | 2,703.80 | 1.00 | 2,458.00 | 1.00 | 2,458.00 | 1.00 | 2,458.00 |
| 813-01 | concrete approach slabs | 111.12 | SQYD | 175.00 | 19,446.00 | 170.00 | 18,890.40 | 175.00 | 19,446.00 | 175.00 | 19,446.00 |
| CONTRACTOR TOTAL | 520,954.60 | 579,244.80 | 623,425.40 | 635,960.70 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JAMES CONSTRUCTION GROUP LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta. 105+00, 19.4' wide x 50.1' long timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 202-02-A-02 | removal of bridge(sta. 105+00, 21.0' wide x 36.06' long timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 202-02-A-03 | removal of bridge(sta. 105+00, 24.49' wide x 39.06' long timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 410.2 | SQYD | 15.00 | 6,153.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 250 | EACH | 7.00 | 1,750.00 | ||||||
| 204-03 | temporary slope drains | 350 | LNFT | 1.50 | 525.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 150.00 | 1,800.00 | ||||||
| 204-06 | temporary silt fencing | 640 | LNFT | 1.35 | 864.00 | ||||||
| 302-01 | class ii base course | 110.1 | CUYD | 80.00 | 8,808.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | CUYD | 70.00 | 1,540.00 | ||||||
| 502-01 | superpave asphaltic concrete | 257.0 | TON | 150.00 | 38,550.00 | ||||||
| 701-05-G | side drain pipe (18") | 91 | LNFT | 60.00 | 5,460.00 | ||||||
| 701-05-G-01 | side drain pipe (18")(erosion) | 365 | LNFT | 70.00 | 25,550.00 | ||||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 397 | LNFT | 80.00 | 31,760.00 | ||||||
| 701-06-D-01 | side drain pipe arch (24" equiv.)(erosion) | 122 | LNFT | 100.00 | 12,200.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 45.00 | 9,000.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 25.00 | 5,000.00 | ||||||
| 705-01 | barbed wire fence | 600 | LNFT | 7.00 | 4,200.00 | ||||||
| 711-01-C | riprap (30 lb, 14" thick) | 522 | SQYD | 55.00 | 28,710.00 | ||||||
| 711-04 | geotextile fabric | 522 | SQYD | 3.00 | 1,566.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 16,000.00 | 16,000.00 | ||||||
| 724-02 | pavement widening | 252.9 | SQYD | 80.00 | 20,232.00 | ||||||
| 726-01 | bedding material | 117.8 | CUYD | 85.00 | 10,013.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 50.00 | 200.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 1,404 | LNFT | 90.00 | 126,360.00 | ||||||
| 804-12 | loading permanent piles | 2 | EACH | 3,500.00 | 7,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 20.58 | CUYD | 1,500.00 | 30,870.00 | ||||||
| 805-10-A | bridge superstructure & substructure (24' clr. rdwy; 90 degree crossing) |
6 | SPAN | 25,000.00 | 150,000.00 | ||||||
| 805-12-H | reinforced concrete box culverts (7'x 4') | 188.0 | LNFT | 600.00 | 112,800.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,458 | LB | 1.00 | 2,458.00 | ||||||
| 813-01 | concrete approach slabs | 111.12 | SQYD | 260.00 | 28,891.20 | ||||||
| CONTRACTOR TOTAL | 930,540.20 | ||||||||||