| |||
| DBE GOAL FED | |||
| Lead Project: 713-49-0115 | |||
| Parish: ST LANDRY | |||
| Routes: | |||
| Description: BENNY PITRE, CHELSIE AND JIM GUILLORY ROAD BRIDGES | |||
| Type Const: grading, drainage structures, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $687,351.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $847,970.00 |
| 2 | 00060 | F. MILLER CONSTRUCTION LLC | $990,187.60 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $999,090.05 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $1,152,396.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - F. MILLER CONSTRUCTION LLC |
- 3 - W. E. MCDONALD & SON, LLC. |
- 4 - 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 | 5,000.00 | 5,000.00 | 22,000.00 | 22,000.00 | 90,000.00 | 90,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge(sta. 100+00, 16.0' wide x 33.8'long timber bridge) |
1 | EACH | 2,200.00 | 2,200.00 | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-02 | removal of bridge(sta. 100+00, 20.7' wide x 44.0'long timber bridge) |
1 | EACH | 4,400.00 | 4,400.00 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-03 | removal of bridge(sta. 100+00, 17.9' wide x 29.2'long timber bridge) |
1 | EACH | 2,200.00 | 2,200.00 | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 43,800.00 | 43,800.00 | 51,200.00 | 51,200.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 |
| 204-02 | temporary hay or straw bales | 35 | EACH | 13.00 | 455.00 | 12.00 | 420.00 | 200.00 | 7,000.00 | 100.00 | 3,500.00 |
| 204-03 | temporary slope drains | 160 | LNFT | 12.00 | 1,920.00 | 18.00 | 2,880.00 | 25.00 | 4,000.00 | 10.00 | 1,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 195.00 | 2,340.00 | 140.00 | 1,680.00 | 500.00 | 6,000.00 | 500.00 | 6,000.00 |
| 204-06 | temporary silt fencing | 480 | LNFT | 2.80 | 1,344.00 | 3.00 | 1,440.00 | 6.00 | 2,880.00 | 5.00 | 2,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 20.0 | CUYD | 61.00 | 1,220.00 | 205.00 | 4,100.00 | 50.00 | 1,000.00 | 100.00 | 2,000.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 271.2 | CUYD | 60.00 | 16,272.00 | 130.00 | 35,256.00 | 90.00 | 24,408.00 | 100.00 | 27,120.00 |
| 701-05-G | side drain pipe (18") | 24 | LNFT | 110.00 | 2,640.00 | 92.00 | 2,208.00 | 65.00 | 1,560.00 | 100.00 | 2,400.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 100 | LNFT | 110.00 | 11,000.00 | 46.00 | 4,600.00 | 100.00 | 10,000.00 | 100.00 | 10,000.00 |
| 701-05-I | side drain pipe (24") | 94 | LNFT | 132.00 | 12,408.00 | 110.00 | 10,340.00 | 85.00 | 7,990.00 | 115.00 | 10,810.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 80 | LNFT | 132.00 | 10,560.00 | 80.00 | 6,400.00 | 125.00 | 10,000.00 | 115.00 | 9,200.00 |
| 701-05-K | side drain pipe (30") | 184 | LNFT | 165.00 | 30,360.00 | 160.00 | 29,440.00 | 110.00 | 20,240.00 | 129.00 | 23,736.00 |
| 701-05-M-01 | side drain pipe (36")(erosion) | 100 | LNFT | 220.00 | 22,000.00 | 120.00 | 12,000.00 | 165.00 | 16,500.00 | 146.00 | 14,600.00 |
| 701-05-O-01 | side drain pipe (48")(erosion) | 100 | LNFT | 330.00 | 33,000.00 | 190.00 | 19,000.00 | 200.00 | 20,000.00 | 200.00 | 20,000.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 61.00 | 4,575.00 | 84.00 | 6,300.00 | 65.00 | 4,875.00 | 75.00 | 5,625.00 |
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 50.00 | 3,750.00 | 44.00 | 3,300.00 | 35.00 | 2,625.00 | 50.00 | 3,750.00 |
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 705-01 | barbed wire fence | 300 | LNFT | 1.25 | 375.00 | 10.00 | 3,000.00 | 20.00 | 6,000.00 | 25.00 | 7,500.00 |
| 711-01-C | riprap (30 lb,14" thick) | 148 | SQYD | 54.00 | 7,992.00 | 100.00 | 14,800.00 | 100.00 | 14,800.00 | 100.00 | 14,800.00 |
| 711-04 | geotextile fabric | 148 | SQYD | 2.00 | 296.00 | 3.60 | 532.80 | 10.00 | 1,480.00 | 10.00 | 1,480.00 |
| 712-04 | flexible revetment | 484 | SQYD | 57.00 | 27,588.00 | 88.00 | 42,592.00 | 95.00 | 45,980.00 | 110.00 | 53,240.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 31,000.00 | 31,000.00 | 36,000.00 | 36,000.00 | 30,000.00 | 30,000.00 | 136,000.00 | 136,000.00 |
| 716-01-A | mulch (vegetative) | 1.00 | TON | 1,330.00 | 1,330.00 | 1,200.00 | 1,200.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 |
| 717-01 | seeding | 23 | LB | 14.00 | 322.00 | 20.00 | 460.00 | 20.00 | 460.00 | 50.00 | 1,150.00 |
| 718-01 | fertilizer | 502 | LB | 1.00 | 502.00 | 2.50 | 1,255.00 | 2.00 | 1,004.00 | 2.00 | 1,004.00 |
| 726-01 | bedding material | 141.8 | CUYD | 100.00 | 14,180.00 | 150.00 | 21,270.00 | 50.00 | 7,090.00 | 120.00 | 17,016.00 |
| 727-01 | mobilization | lump | LUMP | 90,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | 155,000.00 | 155,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 72.00 | 576.00 | 80.00 | 640.00 | 80.00 | 640.00 | 100.00 | 800.00 |
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 83.00 | 581.00 | 90.00 | 630.00 | 90.00 | 630.00 | 110.00 | 770.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 |
| 804-01-B | precast concrete piles (14") | 960 | LNFT | 43.90 | 42,144.00 | 92.00 | 88,320.00 | 70.00 | 67,200.00 | 75.00 | 72,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 10,150.00 | 10,150.00 | 100.00 | 100.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 50.04 | CUYD | 2,200.00 | 110,088.00 | 1,500.00 | 75,060.00 | 1,500.00 | 75,060.00 | 1,650.00 | 82,566.00 |
| 805-10-A | bridge superstructure & substructure(28' clr. rdwy.; 75 degree crossing) |
4 | SPAN | 28,330.00 | 113,320.00 | 33,985.00 | 135,940.00 | 40,000.00 | 160,000.00 | 18,750.00 | 75,000.00 |
| 805-12-N | reinforced concrete box culverts (7'x 6') | 180.0 | LNFT | 865.00 | 155,700.00 | 1,200.00 | 216,000.00 | 800.00 | 144,000.00 | 1,200.00 | 216,000.00 |
| 806-01 | deformed reinforcing steel | 3,791 | LB | 2.00 | 7,582.00 | 1.80 | 6,823.80 | 2.55 | 9,667.05 | 8.00 | 30,328.00 |
| CONTRACTOR TOTAL | 847,970.00 | 990,187.60 | 999,090.05 | 1,152,396.00 | |||||||