| |||
| DBE GOAL FED | |||
| Lead Project: 713-09-0006 | |||
| Parish: CADDO | |||
| Routes: | |||
| Description: CYPRESS BAYOU, CROSS BAYOU AND GLENLEAF DRIVE BRIDGES | |||
| Type Const:
grading, class ii bc, drain struct, superpave acp, concrete slab span bridges and related work. | |||
| Estimated Construction Cost: $760,996.85 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $979,636.20 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $1,097,812.50 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,117,630.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - 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 and grubbing | lump | lump | 15,000.00 | 15,000.00 | 38,000.00 | 38,000.00 | 30,000.00 | 30,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 9+997.5; 7.438m x 15.265m timber/steel) |
1 | ea | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | 15,000.00 | 15,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 9+999.5; 6.16m x 15.37m timber/steel) |
1 | ea | 4,500.00 | 4,500.00 | 6,500.00 | 6,500.00 | 18,000.00 | 18,000.00 | ||
| 202-02-A-03 | removal of bridge (sta. 10+000; 6.344m x 8.369m timber/steel) |
1 | ea | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 203-06 | excavation & embankment | lump | lump | 75,000.00 | 75,000.00 | 68,000.00 | 68,000.00 | 93,000.00 | 93,000.00 | ||
| 204-02 | temporary hay or straw bales | 54 | ea | 5.00 | 270.00 | 10.00 | 540.00 | 30.00 | 1,620.00 | ||
| 204-03 | temporary slope drains | 70 | ln m | 10.00 | 700.00 | 10.00 | 700.00 | 75.00 | 5,250.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 12 | ea | 125.00 | 1,500.00 | 250.00 | 3,000.00 | 300.00 | 3,600.00 | ||
| 204-06 | temporary silt fencing | 525 | ln m | 15.00 | 7,875.00 | 10.00 | 5,250.00 | 13.00 | 6,825.00 | ||
| 302-01 | class ii base course | 329.0 | cu m | 100.00 | 32,900.00 | 100.00 | 32,900.00 | 160.00 | 52,640.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | cu m | 250.00 | 1,000.00 | 100.00 | 400.00 | 660.00 | 2,640.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 117.2 | cu m | 110.00 | 12,892.00 | 100.00 | 11,720.00 | 125.00 | 14,650.00 | ||
| 502-01 | superpave asphaltic concrete | 124.8 | Mg | 200.00 | 24,960.00 | 295.00 | 36,816.00 | 175.00 | 21,840.00 | ||
| 701-05-I | side drain pipe (600 mm) | 9.0 | ln m | 140.00 | 1,260.00 | 250.00 | 2,250.00 | 200.00 | 1,800.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 69.0 | ln m | 110.00 | 7,590.00 | 250.00 | 17,250.00 | 180.00 | 12,420.00 | ||
| 701-05-K | side drain pipe (750 mm) | 32.0 | ln m | 180.00 | 5,760.00 | 325.00 | 10,400.00 | 300.00 | 9,600.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(450 mm) | 11.5 | ln m | 165.00 | 1,897.50 | 320.00 | 3,680.00 | 180.00 | 2,070.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 53.34 | ln m | 205.00 | 10,934.70 | 275.00 | 14,668.50 | 170.00 | 9,067.80 | ||
| 704-09 | guard rail anchor sections (turndown) | 53.34 | ln m | 100.00 | 5,334.00 | 150.00 | 8,001.00 | 85.00 | 4,533.90 | ||
| 704-11-A | guard rail end treatment (flared) | 1 | ea | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 2,150.00 | 2,150.00 | ||
| 705-01 | barbed wire fence | 60 | ln m | 27.50 | 1,650.00 | 20.00 | 1,200.00 | 23.00 | 1,380.00 | ||
| 705-05 | double swinging driveway gates | 1 | dbgt | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 800.00 | 800.00 | ||
| 705-06-A | chain link fence (1200 mm height) | 42 | ln m | 60.00 | 2,520.00 | 60.00 | 2,520.00 | 50.00 | 2,100.00 | ||
| 707-04 | asphaltic curb | 12.0 | ln m | 50.00 | 600.00 | 195.00 | 2,340.00 | 50.00 | 600.00 | ||
| 711-01-D | riprap (25 kg,460mm thick) | 728 | sq m | 95.00 | 69,160.00 | 80.00 | 58,240.00 | 70.00 | 50,960.00 | ||
| 711-04 | geotextile fabric | 728 | sq m | 3.50 | 2,548.00 | 5.00 | 3,640.00 | 3.00 | 2,184.00 | ||
| 712-01 | concrete cast-in-place revetment (100 mm thick) | 84.0 | sq m | 90.00 | 7,560.00 | 250.00 | 21,000.00 | 70.00 | 5,880.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.6 | hctr | 10,000.00 | 6,000.00 | 10,000.00 | 6,000.00 | 3,600.00 | 2,160.00 | ||
| 717-01 | seeding | 27 | kg | 65.00 | 1,755.00 | 50.00 | 1,350.00 | 20.00 | 540.00 | ||
| 718-01 | fertilizer | 680 | kg | 3.50 | 2,380.00 | 5.00 | 3,400.00 | 5.00 | 3,400.00 | ||
| 725-04 | low profile runaround | 1 | ea | 41,000.00 | 41,000.00 | 35,000.00 | 35,000.00 | 22,000.00 | 22,000.00 | ||
| 726-01 | bedding material | 47.0 | cu m | 120.00 | 5,640.00 | 200.00 | 9,400.00 | 175.00 | 8,225.00 | ||
| 727-01 | mobilization | lump | lump | 75,000.00 | 75,000.00 | 112,000.00 | 112,000.00 | 100,000.00 | 100,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 85.00 | 340.00 | 100.00 | 400.00 | 70.00 | 280.00 | ||
| 729-16-C | object marker assembly (type 3) | 15 | ea | 100.00 | 1,500.00 | 140.00 | 2,100.00 | 80.00 | 1,200.00 | ||
| 740-01 | construction layout | lump | lump | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | ||
| 744-01 | traffic control management | lump | lump | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 180.0 | ln m | 330.00 | 59,400.00 | 198.00 | 35,640.00 | 280.00 | 50,400.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 306.0 | ln m | 300.00 | 91,800.00 | 225.00 | 68,850.00 | 300.00 | 91,800.00 | ||
| 804-12 | loading permanent piles | 2 | ea | 100.00 | 200.00 | 1.00 | 2.00 | 1,000.00 | 2,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 17.65 | cu m | 1,200.00 | 21,180.00 | 2,200.00 | 38,830.00 | 2,000.00 | 35,300.00 | ||
| 805-10-A | bridge superstructure & substructure (7.3 m rdwy; 90 degree xing)(c.i.p. bents) |
5 | span | 23,000.00 | 115,000.00 | 25,000.00 | 125,000.00 | 23,000.00 | 115,000.00 | ||
| 805-10-B | bridge superstructure & substructure (7.3 m rdwy; 90 degree xing)(c.i.p.) |
4 | span | 25,000.00 | 100,000.00 | 25,000.00 | 100,000.00 | 27,000.00 | 108,000.00 | ||
| 805-12-I-01 | reinforced concrete box culverts (1500 mm x 1500 mm) (precast only) (astm c-1433) |
54.00 | ln m | 1,400.00 | 75,600.00 | 2,200.00 | 118,800.00 | 2,000.00 | 108,000.00 | ||
| 806-01 | deformed reinforcing steel | 905 | kg | 6.00 | 5,430.00 | 5.00 | 4,525.00 | 3.00 | 2,715.00 | ||
| S-001 | relocate existing yard pipe and tie into prcb | lump | lump | 1,500.00 | 1,500.00 | 3,500.00 | 3,500.00 | 1,000.00 | 1,000.00 | ||
| CONTRACTOR TOTAL | 979,636.20 | 1,097,812.50 | 1,117,630.70 | ||||||||