| |||
| DBE GOAL FED | |||
| Lead Project: 380-02-0007 | |||
| Parish: ST LANDRY | |||
| Routes: LA 363 | |||
| Description: DRAINAGE CANAL BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete overlay, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $1,294,244.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $1,428,495.75 |
| 2 | 09476 | KEY CONSTRUCTORS, INC. | $1,520,765.20 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,573,279.34 |
| 4 | 00060 | F. MILLER CONSTRUCTION LLC | $1,899,468.90 |
| 5 | 01012 | CECIL D. GASSIOTT LLC | $2,022,430.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - KEY CONSTRUCTORS, INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - F. MILLER CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 15,000.00 | 15,000.00 | 32,500.00 | 32,500.00 | 55,000.00 | 55,000.00 | 26,000.00 | 26,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | 8,500.00 | 8,500.00 |
| 202-02-A-01 | removal of bridges(sta. 116+08.92; 97' x 23' timber bridge) |
1 | EACH | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | 55,000.00 | 55,000.00 | 110,000.00 | 110,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 2,164.7 | SQYD | 5.00 | 10,823.50 | 10.00 | 21,647.00 | 6.20 | 13,421.14 | 8.00 | 17,317.60 |
| 202-02-H | removal of guard rail | 520 | LNFT | 4.00 | 2,080.00 | 10.00 | 5,200.00 | 17.00 | 8,840.00 | 6.20 | 3,224.00 |
| 203-02 | drainage excavation | 2,226 | CUYD | 8.00 | 17,808.00 | 12.00 | 26,712.00 | 8.50 | 18,921.00 | 21.00 | 46,746.00 |
| 203-05 | excavation & embankment | lump | LUMP | 35,000.00 | 35,000.00 | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 95,000.00 | 95,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 100.00 | 1,200.00 | 100.00 | 1,200.00 | 275.00 | 3,300.00 | 135.00 | 1,620.00 |
| 204-06 | temporary silt fencing | 420 | LNFT | 5.00 | 2,100.00 | 5.00 | 2,100.00 | 4.00 | 1,680.00 | 2.50 | 1,050.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 1,036.4 | SQYD | 45.00 | 46,638.00 | 36.00 | 37,310.40 | 30.00 | 31,092.00 | 22.00 | 22,800.80 |
| 304-01 | lime | 19.58 | TON | 250.00 | 4,895.00 | 250.00 | 4,895.00 | 250.00 | 4,895.00 | 250.00 | 4,895.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,036 | SQYD | 10.00 | 10,360.00 | 10.00 | 10,360.00 | 9.00 | 9,324.00 | 9.25 | 9,583.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
30 | CUYD | 100.00 | 3,000.00 | 100.00 | 3,000.00 | 300.00 | 9,000.00 | 250.00 | 7,500.00 |
| 502-01 | superpave asphaltic concrete | 376.2 | TON | 225.00 | 84,645.00 | 250.00 | 94,050.00 | 175.00 | 65,835.00 | 180.00 | 67,716.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
143.1 | TON | 400.00 | 57,240.00 | 300.00 | 42,930.00 | 215.00 | 30,766.50 | 360.00 | 51,516.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 82 | LNFT | 200.00 | 16,400.00 | 125.00 | 10,250.00 | 200.00 | 16,400.00 | 130.00 | 10,660.00 |
| 701-05-G | side drain pipe (18")(erosion or bridge drain) | 160 | LNFT | 60.00 | 9,600.00 | 65.00 | 10,400.00 | 115.00 | 18,400.00 | 91.00 | 14,560.00 |
| 701-05-M | side drain pipe (36") | 44 | LNFT | 120.00 | 5,280.00 | 130.00 | 5,720.00 | 175.00 | 7,700.00 | 76.00 | 3,344.00 |
| 701-05-M-01 | side drain pipe (36")(erosion or bridge drain) | 160 | LNFT | 120.00 | 19,200.00 | 110.00 | 17,600.00 | 180.00 | 28,800.00 | 76.00 | 12,160.00 |
| 704-03 | blocked out guard rail | 237.5 | LNFT | 25.00 | 5,937.50 | 21.50 | 5,106.25 | 25.00 | 5,937.50 | 25.00 | 5,937.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 70.00 | 7,000.00 | 75.00 | 7,500.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,700.00 | 10,800.00 | 2,600.00 | 10,400.00 |
| 705-01 | barbed wire fence | 349 | LNFT | 6.00 | 2,094.00 | 7.00 | 2,443.00 | 8.00 | 2,792.00 | 8.00 | 2,792.00 |
| 705-02 | combination mesh & barbed wire fence | 377 | LNFT | 9.00 | 3,393.00 | 8.00 | 3,016.00 | 9.00 | 3,393.00 | 10.00 | 3,770.00 |
| 708-01 | right-of-way monument | 15 | EACH | 150.00 | 2,250.00 | 300.00 | 4,500.00 | 350.00 | 5,250.00 | 500.00 | 7,500.00 |
| 708-02 | right-of-way monument witness post | 15 | EACH | 150.00 | 2,250.00 | 300.00 | 4,500.00 | 350.00 | 5,250.00 | 500.00 | 7,500.00 |
| 711-02-D | riprap (55 lb) | 495 | CUYD | 80.00 | 39,600.00 | 145.00 | 71,775.00 | 120.00 | 59,400.00 | 160.00 | 79,200.00 |
| 711-04 | geotextile fabric | 865 | SQYD | 5.00 | 4,325.00 | 3.00 | 2,595.00 | 3.50 | 3,027.50 | 3.10 | 2,681.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 |
| 717-01 | seeding | 90 | LB | 18.00 | 1,620.00 | 12.00 | 1,080.00 | 14.00 | 1,260.00 | 15.00 | 1,350.00 |
| 718-01 | fertilizer | 2,196 | LB | 1.00 | 2,196.00 | 0.55 | 1,207.80 | 0.70 | 1,537.20 | 0.70 | 1,537.20 |
| 720-01-A | erosion control system, slope protection (type a) | 405 | SQYD | 3.00 | 1,215.00 | 1.25 | 506.25 | 1.50 | 607.50 | 1.60 | 648.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 111 | SQYD | 10.00 | 1,110.00 | 4.50 | 499.50 | 5.00 | 555.00 | 5.60 | 621.60 |
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 8,700.00 | 8,700.00 |
| 726-01 | bedding material | 10.0 | CUYD | 100.00 | 1,000.00 | 135.00 | 1,350.00 | 175.00 | 1,750.00 | 240.00 | 2,400.00 |
| 727-01 | mobilization | lump | LUMP | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 180,000.00 | 180,000.00 |
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | 65.00 | 130.00 | 60.00 | 120.00 | 75.00 | 150.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | 100.00 | 400.00 | 94.00 | 376.00 |
| 731-02 | reflectorized raised pavement markers | 18 | EACH | 10.00 | 180.00 | 5.50 | 99.00 | 20.00 | 360.00 | 12.00 | 216.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.497 | MILE | 3,500.00 | 1,739.50 | 2,500.00 | 1,242.50 | 10,000.00 | 4,970.00 | 7,300.00 | 3,628.10 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.014 | MILE | 1,200.00 | 16.80 | 850.00 | 11.90 | 2,300.00 | 32.20 | 3,400.00 | 47.60 |
| 740-01 | construction layout | lump | LUMP | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 804-01-F | precast concrete piles (24") | 1,578 | LNFT | 122.00 | 192,516.00 | 145.00 | 228,810.00 | 95.00 | 149,910.00 | 170.00 | 268,260.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 23,000.00 | 23,000.00 | 8,000.00 | 8,000.00 | 100.00 | 100.00 |
| 805-01-F | class a concrete (bents) | 65.18 | CUYD | 1,100.00 | 71,698.00 | 1,100.00 | 71,698.00 | 1,400.00 | 91,252.00 | 2,200.00 | 143,396.00 |
| 805-03 | class aa concrete | 161.10 | CUYD | 950.00 | 153,045.00 | 900.00 | 144,990.00 | 1,200.00 | 193,320.00 | 1,660.00 | 267,426.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 126.00 | 149,310.00 | 85.00 | 100,725.00 | 80.00 | 94,800.00 | 108.00 | 127,980.00 |
| 805-11 | strip seal joints | 60.00 | LNFT | 240.00 | 14,400.00 | 285.00 | 17,100.00 | 250.00 | 15,000.00 | 285.00 | 17,100.00 |
| 806-01 | deformed reinforcing steel | 52,525.00 | LB | 1.17 | 61,454.25 | 1.20 | 63,030.00 | 1.20 | 63,030.00 | 1.40 | 73,535.00 |
| 807-08 | structural metalwork | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 15,900.00 | 15,900.00 |
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 65.00 | 26,000.00 | 80.00 | 32,000.00 | 65.00 | 26,000.00 | 74.00 | 29,600.00 |
| 813-01 | concrete approach slabs | 275.12 | SQYD | 210.00 | 57,775.20 | 255.00 | 70,155.60 | 215.00 | 59,150.80 | 200.00 | 55,024.00 |
| CONTRACTOR TOTAL | 1,428,495.75 | 1,520,765.20 | 1,573,279.34 | 1,899,468.90 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CECIL D. GASSIOTT LLC |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,300.00 | 15,300.00 | ||||||
| 202-02-A-01 | removal of bridges(sta. 116+08.92; 97' x 23' timber bridge) |
1 | EACH | 100,000.00 | 100,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 2,164.7 | SQYD | 5.00 | 10,823.50 | ||||||
| 202-02-H | removal of guard rail | 520 | LNFT | 10.00 | 5,200.00 | ||||||
| 203-02 | drainage excavation | 2,226 | CUYD | 10.00 | 22,260.00 | ||||||
| 203-05 | excavation & embankment | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 150.00 | 1,800.00 | ||||||
| 204-06 | temporary silt fencing | 420 | LNFT | 5.00 | 2,100.00 | ||||||
| 302-02-D | class ii base course (8 1/2" thick) | 1,036.4 | SQYD | 15.00 | 15,546.00 | ||||||
| 304-01 | lime | 19.58 | TON | 100.00 | 1,958.00 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,036 | SQYD | 5.00 | 5,180.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
30 | CUYD | 75.00 | 2,250.00 | ||||||
| 502-01 | superpave asphaltic concrete | 376.2 | TON | 200.00 | 75,240.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
143.1 | TON | 200.00 | 28,620.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 82 | LNFT | 100.00 | 8,200.00 | ||||||
| 701-05-G | side drain pipe (18")(erosion or bridge drain) | 160 | LNFT | 75.00 | 12,000.00 | ||||||
| 701-05-M | side drain pipe (36") | 44 | LNFT | 100.00 | 4,400.00 | ||||||
| 701-05-M-01 | side drain pipe (36")(erosion or bridge drain) | 160 | LNFT | 100.00 | 16,000.00 | ||||||
| 704-03 | blocked out guard rail | 237.5 | LNFT | 25.00 | 5,937.50 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | ||||||
| 705-01 | barbed wire fence | 349 | LNFT | 10.00 | 3,490.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 377 | LNFT | 10.00 | 3,770.00 | ||||||
| 708-01 | right-of-way monument | 15 | EACH | 250.00 | 3,750.00 | ||||||
| 708-02 | right-of-way monument witness post | 15 | EACH | 250.00 | 3,750.00 | ||||||
| 711-02-D | riprap (55 lb) | 495 | CUYD | 500.00 | 247,500.00 | ||||||
| 711-04 | geotextile fabric | 865 | SQYD | 5.00 | 4,325.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 717-01 | seeding | 90 | LB | 10.00 | 900.00 | ||||||
| 718-01 | fertilizer | 2,196 | LB | 1.00 | 2,196.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 405 | SQYD | 3.50 | 1,417.50 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 111 | SQYD | 10.00 | 1,110.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 26,000.00 | 26,000.00 | ||||||
| 726-01 | bedding material | 10.0 | CUYD | 50.00 | 500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 18 | EACH | 20.00 | 360.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.497 | MILE | 7,500.00 | 3,727.50 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.014 | MILE | 2,500.00 | 35.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 804-01-F | precast concrete piles (24") | 1,578 | LNFT | 180.00 | 284,040.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 805-01-F | class a concrete (bents) | 65.18 | CUYD | 1,200.00 | 78,216.00 | ||||||
| 805-03 | class aa concrete | 161.10 | CUYD | 800.00 | 128,880.00 | ||||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 125.00 | 148,125.00 | ||||||
| 805-11 | strip seal joints | 60.00 | LNFT | 135.00 | 8,100.00 | ||||||
| 806-01 | deformed reinforcing steel | 52,525.00 | LB | 1.50 | 78,787.50 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 100.00 | 40,000.00 | ||||||
| 813-01 | concrete approach slabs | 275.12 | SQYD | 300.00 | 82,536.00 | ||||||
| CONTRACTOR TOTAL | 2,022,430.50 | ||||||||||