| |||
| DBE GOAL FED | |||
| Lead Project: 713-53-0112 | |||
| Parish: TANGIPAHOA | |||
| Routes: | |||
| Description: J.W. DAVIS & LITTLE ITALY ROAD BRIDGES | |||
| Type Const:
clearing and grubbing, grading, class ii base course, superpave asphaltic concrete pavement, concrete slab bridges and related work. | |||
| Estimated Construction Cost: $1,407,992.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09476 | KEY CONSTRUCTORS, INC. | $1,426,691.30 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,497,612.00 |
| 3 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,536,271.60 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $1,587,705.00 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $1,626,284.00 |
| 6 | 36961 | CYCLE CONSTRUCTION CO. L.L.C. | $1,771,726.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KEY CONSTRUCTORS, INC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - BOH BROS. CONSTRUCTION CO., LLC. |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 51,900.00 | 51,900.00 | 45,000.00 | 45,000.00 |
| 202-02-A-01 | removal of bridge(sta.100+00;154' x 25' timber bridge | 1 | EACH | 16,000.00 | 16,000.00 | 50,000.00 | 50,000.00 | 44,700.00 | 44,700.00 | 50,000.00 | 50,000.00 |
| 202-02-A-02 | removal of bridge(sta.100+00;39' x 25' timber bridge | 1 | EACH | 10,500.00 | 10,500.00 | 15,000.00 | 15,000.00 | 23,300.00 | 23,300.00 | 17,500.00 | 17,500.00 |
| 202-02-G | removal of surfacing and stabilized base | 729 | SQYD | 9.50 | 6,925.50 | 20.00 | 14,580.00 | 18.00 | 13,122.00 | 7.00 | 5,103.00 |
| 203-05 | excavation and embankment | lump | LUMP | 60,500.00 | 60,500.00 | 125,000.00 | 125,000.00 | 125,000.00 | 125,000.00 | 115,000.00 | 115,000.00 |
| 204-02 | temporary hay or straw bales | 16 | EACH | 15.00 | 240.00 | 20.00 | 320.00 | 15.00 | 240.00 | 100.00 | 1,600.00 |
| 204-03 | temporary slope drains | 110 | LNFT | 10.00 | 1,100.00 | 30.00 | 3,300.00 | 35.00 | 3,850.00 | 10.00 | 1,100.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 130.00 | 1,040.00 | 150.00 | 1,200.00 | 350.00 | 2,800.00 | 200.00 | 1,600.00 |
| 204-06 | temporary silt fencing | 966 | LNFT | 2.70 | 2,608.20 | 5.00 | 4,830.00 | 4.00 | 3,864.00 | 6.00 | 5,796.00 |
| 302-01 | class ii base course | 303.4 | CUYD | 95.00 | 28,823.00 | 150.00 | 45,510.00 | 97.00 | 29,429.80 | 115.00 | 34,891.00 |
| 502-01 | superpave asphaltic concrete | 237.8 | TON | 210.00 | 49,938.00 | 250.00 | 59,450.00 | 228.00 | 54,218.40 | 300.00 | 71,340.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
6.3 | TON | 210.00 | 1,323.00 | 250.00 | 1,575.00 | 228.00 | 1,436.40 | 500.00 | 3,150.00 |
| 701-05-G | side drain pipe (18") | 26 | LNFT | 65.50 | 1,703.00 | 60.00 | 1,560.00 | 49.00 | 1,274.00 | 75.00 | 1,950.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 60 | LNFT | 76.00 | 4,560.00 | 125.00 | 7,500.00 | 112.00 | 6,720.00 | 95.00 | 5,700.00 |
| 701-05-Q-01 | side drain pipe (60")(erosion) | 148 | LNFT | 135.50 | 20,054.00 | 310.00 | 45,880.00 | 240.00 | 35,520.00 | 500.00 | 74,000.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 70.00 | 7,000.00 | 69.00 | 6,900.00 | 75.00 | 7,500.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 50.00 | 5,000.00 |
| 706-02-C | concrete drive (6" thick) | 81.4 | SQYD | 130.00 | 10,582.00 | 85.00 | 6,919.00 | 75.00 | 6,105.00 | 95.00 | 7,733.00 |
| 711-01-D | riprap (55 lb, 18" thick ) | 1,232 | SQYD | 65.00 | 80,080.00 | 55.00 | 67,760.00 | 62.00 | 76,384.00 | 90.00 | 110,880.00 |
| 711-04 | geotextile fabric | 1,232 | SQYD | 2.05 | 2,525.60 | 5.00 | 6,160.00 | 5.00 | 6,160.00 | 5.00 | 6,160.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 29,700.00 | 29,700.00 | 30,000.00 | 30,000.00 |
| 716-01-A | mulch (vegetative) | 2.2 | TON | 795.00 | 1,749.00 | 1,000.00 | 2,200.00 | 1,100.00 | 2,420.00 | 2,000.00 | 4,400.00 |
| 717-01 | seeding | 50 | LB | 9.00 | 450.00 | 10.00 | 500.00 | 13.50 | 675.00 | 20.00 | 1,000.00 |
| 718-01 | fertilizer | 1,100 | LB | 0.80 | 880.00 | 1.00 | 1,100.00 | 0.75 | 825.00 | 3.00 | 3,300.00 |
| 727-01 | mobilization | lump | LUMP | 215,000.00 | 215,000.00 | 130,000.00 | 130,000.00 | 241,500.00 | 241,500.00 | 150,000.00 | 150,000.00 |
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 100.00 | 1,200.00 | 85.00 | 1,020.00 | 150.00 | 1,800.00 |
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 31,000.00 | 31,000.00 | 25,000.00 | 25,000.00 |
| 804-01-B | precast concrete piles (14") | 3,114 | LNFT | 65.00 | 202,410.00 | 62.00 | 193,068.00 | 72.00 | 224,208.00 | 50.00 | 155,700.00 |
| 804-12 | loading permanent piles | 2 | EACH | 5,000.00 | 10,000.00 | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 | 1.00 | 2.00 |
| 805-10-A | bridge superstructure & substructure(28' clr. roadway; 45 degree crossing) |
9 | SPAN | 37,700.00 | 339,300.00 | 42,000.00 | 378,000.00 | 33,000.00 | 297,000.00 | 44,500.00 | 400,500.00 |
| 805-10-B | bridge superstructure & substructure(28' clr. roadway; 90 degree crossing) |
4 | SPAN | 38,500.00 | 154,000.00 | 38,000.00 | 152,000.00 | 33,000.00 | 132,000.00 | 42,500.00 | 170,000.00 |
| S-001 | vibration monitoring | lump | lump | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| S-101 | concrete approach slabs(28'clr. roadway;45 degree crossing without asphalt) |
2 | EACH | 14,000.00 | 28,000.00 | 10,000.00 | 20,000.00 | 11,000.00 | 22,000.00 | 12,500.00 | 25,000.00 |
| S-102 | concrete approach slabs with tapered barrier rails(28' clr. roadway; 90 degree crossing without asphalt) |
2 | EACH | 13,500.00 | 27,000.00 | 15,000.00 | 30,000.00 | 11,000.00 | 22,000.00 | 12,500.00 | 25,000.00 |
| CONTRACTOR TOTAL | 1,426,691.30 | 1,497,612.00 | 1,536,271.60 | 1,587,705.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JB JAMES CONSTRUCTION LLC |
- 6 - CYCLE CONSTRUCTION CO. L.L.C. |
|
|
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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 | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.100+00;154' x 25' timber bridge | 1 | EACH | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta.100+00;39' x 25' timber bridge | 1 | EACH | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | ||||
| 202-02-G | removal of surfacing and stabilized base | 729 | SQYD | 10.00 | 7,290.00 | 9.00 | 6,561.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 120,000.00 | 120,000.00 | 175,000.00 | 175,000.00 | ||||
| 204-02 | temporary hay or straw bales | 16 | EACH | 15.00 | 240.00 | 30.00 | 480.00 | ||||
| 204-03 | temporary slope drains | 110 | LNFT | 30.00 | 3,300.00 | 17.00 | 1,870.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 130.00 | 1,040.00 | 250.00 | 2,000.00 | ||||
| 204-06 | temporary silt fencing | 966 | LNFT | 3.00 | 2,898.00 | 3.50 | 3,381.00 | ||||
| 302-01 | class ii base course | 303.4 | CUYD | 170.00 | 51,578.00 | 140.00 | 42,476.00 | ||||
| 502-01 | superpave asphaltic concrete | 237.8 | TON | 230.00 | 54,694.00 | 235.00 | 55,883.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
6.3 | TON | 230.00 | 1,449.00 | 235.00 | 1,480.50 | ||||
| 701-05-G | side drain pipe (18") | 26 | LNFT | 85.00 | 2,210.00 | 105.00 | 2,730.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 60 | LNFT | 90.00 | 5,400.00 | 110.00 | 6,600.00 | ||||
| 701-05-Q-01 | side drain pipe (60")(erosion) | 148 | LNFT | 160.00 | 23,680.00 | 270.00 | 39,960.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 80.00 | 8,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 30.00 | 3,000.00 | 85.00 | 8,500.00 | ||||
| 706-02-C | concrete drive (6" thick) | 81.4 | SQYD | 65.00 | 5,291.00 | 95.00 | 7,733.00 | ||||
| 711-01-D | riprap (55 lb, 18" thick ) | 1,232 | SQYD | 110.00 | 135,520.00 | 58.00 | 71,456.00 | ||||
| 711-04 | geotextile fabric | 1,232 | SQYD | 2.00 | 2,464.00 | 3.00 | 3,696.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | ||||
| 716-01-A | mulch (vegetative) | 2.2 | TON | 800.00 | 1,760.00 | 900.00 | 1,980.00 | ||||
| 717-01 | seeding | 50 | LB | 10.00 | 500.00 | 10.00 | 500.00 | ||||
| 718-01 | fertilizer | 1,100 | LB | 0.80 | 880.00 | 0.92 | 1,012.00 | ||||
| 727-01 | mobilization | lump | LUMP | 160,000.00 | 160,000.00 | 175,000.00 | 175,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 90.00 | 1,080.00 | ||||
| 740-01 | construction layout | lump | LUMP | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 3,114 | LNFT | 85.00 | 264,690.00 | 82.00 | 255,348.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 1,000.00 | 2,000.00 | 17,000.00 | 34,000.00 | ||||
| 805-10-A | bridge superstructure & substructure(28' clr. roadway; 45 degree crossing) |
9 | SPAN | 37,000.00 | 333,000.00 | 46,000.00 | 414,000.00 | ||||
| 805-10-B | bridge superstructure & substructure(28' clr. roadway; 90 degree crossing) |
4 | SPAN | 37,000.00 | 148,000.00 | 46,000.00 | 184,000.00 | ||||
| S-001 | vibration monitoring | lump | lump | 16,000.00 | 16,000.00 | 40,000.00 | 40,000.00 | ||||
| S-101 | concrete approach slabs(28'clr. roadway;45 degree crossing without asphalt) |
2 | EACH | 10,000.00 | 20,000.00 | 23,000.00 | 46,000.00 | ||||
| S-102 | concrete approach slabs with tapered barrier rails(28' clr. roadway; 90 degree crossing without asphalt) |
2 | EACH | 14,000.00 | 28,000.00 | 29,000.00 | 58,000.00 | ||||
| CONTRACTOR TOTAL | 1,626,284.00 | 1,771,726.50 | |||||||||