| |||
| DBE GOAL FED | |||
| Lead Project: 713-53-0114 | |||
| Parish: TANGIPAHOA | |||
| Routes: | |||
| Description: BENNETT RD OVR NATALBANY CRK, COOPER RD OVR COOPER CRK BRDGS | |||
| Type Const:
grading, class ii base course, superpave ashpaltic concrete, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $1,051,542.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $993,138.00 |
| 2 | 09476 | KEY CONSTRUCTORS, INC. | $1,157,954.50 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,178,442.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - T. L. WALLACE CONSTRUCTION, INC. |
- 2 - KEY CONSTRUCTORS, INC. |
- 3 - GUINN BROTHERS, 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 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 32,500.00 | 32,500.00 | ||
| 202-02-A-01 | removal of bridge (sta. 100+00; 55' x 20' conc. bridge w/timber piling) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 100+00; 58' x 23' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 203-04 | nonplastic embankment | 66 | CUYD | 100.00 | 6,600.00 | 105.00 | 6,930.00 | 120.00 | 7,920.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 50,000.00 | 50,000.00 | 37,000.00 | 37,000.00 | 48,000.00 | 48,000.00 | ||
| 204-02 | temporary hay or straw bales | 20 | EACH | 14.00 | 280.00 | 15.00 | 300.00 | 100.00 | 2,000.00 | ||
| 204-03 | temporary slope drains | 104 | LNFT | 14.00 | 1,456.00 | 10.00 | 1,040.00 | 10.00 | 1,040.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 14 | EACH | 200.00 | 2,800.00 | 120.00 | 1,680.00 | 200.00 | 2,800.00 | ||
| 204-06 | temporary silt fencing | 1,450 | LNFT | 2.80 | 4,060.00 | 5.00 | 7,250.00 | 5.00 | 7,250.00 | ||
| 302-01 | class ii base course | 344.1 | CUYD | 150.00 | 51,615.00 | 95.00 | 32,689.50 | 100.00 | 34,410.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | CUYD | 150.00 | 600.00 | 155.00 | 620.00 | 500.00 | 2,000.00 | ||
| 502-01 | superpave asphaltic concrete | 269.2 | TON | 200.00 | 53,840.00 | 250.00 | 67,300.00 | 300.00 | 80,760.00 | ||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 22.00 | 1,100.00 | 20.00 | 1,000.00 | 30.00 | 1,500.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 55.00 | 11,000.00 | 70.00 | 14,000.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 60.00 | 6,000.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,150.00 | 8,600.00 | 2,750.00 | 11,000.00 | ||
| 705-01 | barbed wire fence | 323 | LNFT | 15.00 | 4,845.00 | 10.00 | 3,230.00 | 10.00 | 3,230.00 | ||
| 711-01-D | riprap (55 lb,18" thick ) | 559 | SQYD | 61.00 | 34,099.00 | 60.00 | 33,540.00 | 90.00 | 50,310.00 | ||
| 711-02-A | riprap (2 lb) | 7 | CUYD | 200.00 | 1,400.00 | 330.00 | 2,310.00 | 200.00 | 1,400.00 | ||
| 711-02-C | riprap (30 lb) | 8 | CUYD | 200.00 | 1,600.00 | 335.00 | 2,680.00 | 300.00 | 2,400.00 | ||
| 711-02-D | riprap (55 lb) | 19 | CUYD | 200.00 | 3,800.00 | 195.00 | 3,705.00 | 300.00 | 5,700.00 | ||
| 711-04 | geotextile fabric | 628 | SQYD | 3.00 | 1,884.00 | 3.75 | 2,355.00 | 5.00 | 3,140.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,830.00 | 20,830.00 | 40,000.00 | 40,000.00 | 26,000.00 | 26,000.00 | ||
| 716-01-A | mulch (vegetative) | 1.6 | TON | 700.00 | 1,120.00 | 895.00 | 1,432.00 | 2,000.00 | 3,200.00 | ||
| 717-01 | seeding | 34 | LB | 10.00 | 340.00 | 9.00 | 306.00 | 20.00 | 680.00 | ||
| 718-01 | fertilizer | 760 | LB | 0.65 | 494.00 | 0.95 | 722.00 | 3.00 | 2,280.00 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 115,000.00 | 115,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 75.00 | 900.00 | 100.00 | 1,200.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | ||
| 803-03 | steel sheet pile wall | 2,319 | SQFT | 50.00 | 115,950.00 | 60.00 | 139,140.00 | 60.00 | 139,140.00 | ||
| 804-01-B | precast concrete piles (14") | 1,665 | LNFT | 45.00 | 74,925.00 | 65.00 | 108,225.00 | 52.00 | 86,580.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 3,500.00 | 7,000.00 | 5,000.00 | 10,000.00 | 1.00 | 2.00 | ||
| 805-10-A | bridge superstructure & substructure (24' clr. rdwy. 90deg x-ing) |
4 | SPAN | 42,000.00 | 168,000.00 | 32,000.00 | 128,000.00 | 46,000.00 | 184,000.00 | ||
| 805-10-B | bridge superstructure & substructure (28' clr. rdwy. 90deg x-ing , precast only) |
4 | SPAN | 45,000.00 | 180,000.00 | 37,000.00 | 148,000.00 | 48,000.00 | 192,000.00 | ||
| S-101 | concrete approach slabs(24'clr. roadway;90 degree x-ing;without asphalt) |
2 | EACH | 25,000.00 | 50,000.00 | 13,500.00 | 27,000.00 | 11,500.00 | 23,000.00 | ||
| S-102 | concrete approach slabs(28'clr. roadway;90 degree x-ing;without asphalt) |
2 | EACH | 25,000.00 | 50,000.00 | 14,000.00 | 28,000.00 | 12,500.00 | 25,000.00 | ||
| CONTRACTOR TOTAL | 993,138.00 | 1,157,954.50 | 1,178,442.00 | ||||||||