| |||
| DBE GOAL FED | |||
| Lead Project: 042-05-0015 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 120 | |||
| Description: LA 120 BRIDGES NEAR ROBELINE | |||
| Type Const:
grading, drainage structures, lime treatment, class ii bc, superpave asph conc pavement, concrete slab span bridges, and related work | |||
| Estimated Construction Cost: $2,637,197.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $2,179,211.43 |
| 2 | 33685 | SPECIALTY CONTRACTORS | $2,575,664.70 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,790,042.30 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $2,928,230.35 |
| 5 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $3,753,340.74 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - SPECIALTY CONTRACTORS |
- 3 - GILCHRIST 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 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 190,000.00 | 190,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridges, (sta. 110+98.58; 23.2' x 61.0' concrete deck girder bridge) |
1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-02 | removal of bridges,(sta. 110+64.26; 23.2' x 61.0' concrete deck girder bridge) |
1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 7,111.1 | SQYD | 3.00 | 21,333.30 | 3.50 | 24,888.85 | 3.50 | 24,888.85 | 6.00 | 42,666.60 |
| 202-02-H | removal of guard rail | 555 | LNFT | 2.00 | 1,110.00 | 6.00 | 3,330.00 | 11.00 | 6,105.00 | 5.00 | 2,775.00 |
| 203-06 | excavation & embankment | lump | LUMP | 110,000.00 | 110,000.00 | 30,000.00 | 30,000.00 | 175,000.00 | 175,000.00 | 100,000.00 | 100,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 300.00 | 2,400.00 | 150.00 | 1,200.00 | 240.00 | 1,920.00 | 100.00 | 800.00 |
| 204-06 | temporary silt fencing | 537 | LNFT | 3.00 | 1,611.00 | 1.50 | 805.50 | 2.30 | 1,235.10 | 5.00 | 2,685.00 |
| 302-01 | class ii base course | 2,370.4 | CUYD | 98.00 | 232,299.20 | 80.00 | 189,632.00 | 85.00 | 201,484.00 | 100.00 | 237,040.00 |
| 304-01 | lime | 25.20 | TON | 200.00 | 5,040.00 | 225.00 | 5,670.00 | 150.00 | 3,780.00 | 180.00 | 4,536.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,778 | SQYD | 10.00 | 17,780.00 | 10.00 | 17,780.00 | 4.50 | 8,001.00 | 8.50 | 15,113.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
18 | CUYD | 200.00 | 3,600.00 | 150.00 | 2,700.00 | 100.00 | 1,800.00 | 100.00 | 1,800.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 50.00 | 2,500.00 |
| 502-01 | superpave asphaltic concrete | 1,538.2 | TON | 110.00 | 169,202.00 | 110.00 | 169,202.00 | 115.00 | 176,893.00 | 155.00 | 238,421.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
7.1 | TON | 110.00 | 781.00 | 500.00 | 3,550.00 | 400.00 | 2,840.00 | 155.00 | 1,100.50 |
| 701-05-G | side drain pipe (18") | 410 | LNFT | 60.00 | 24,600.00 | 35.00 | 14,350.00 | 50.00 | 20,500.00 | 55.00 | 22,550.00 |
| 704-03 | blocked out guard rail | 581.3 | LNFT | 17.00 | 9,882.10 | 22.00 | 12,788.60 | 20.00 | 11,626.00 | 20.00 | 11,626.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 51.00 | 10,200.00 | 60.00 | 12,000.00 | 60.00 | 12,000.00 | 56.00 | 11,200.00 |
| 704-11-A | guard rail end treatment (flared) | 7 | EACH | 2,000.00 | 14,000.00 | 2,500.00 | 17,500.00 | 2,200.00 | 15,400.00 | 2,200.00 | 15,400.00 |
| 705-01 | barbed wire fence | 2,635 | LNFT | 6.00 | 15,810.00 | 7.00 | 18,445.00 | 7.00 | 18,445.00 | 10.00 | 26,350.00 |
| 705-02 | combination mesh & barbed wire fence | 573 | LNFT | 7.00 | 4,011.00 | 8.00 | 4,584.00 | 7.50 | 4,297.50 | 15.00 | 8,595.00 |
| 705-04 | single swinging driveway gates | 2 | EACH | 600.00 | 1,200.00 | 500.00 | 1,000.00 | 650.00 | 1,300.00 | 1,000.00 | 2,000.00 |
| 708-01 | right-of-way monument | 16 | EACH | 300.00 | 4,800.00 | 150.00 | 2,400.00 | 300.00 | 4,800.00 | 150.00 | 2,400.00 |
| 708-02 | right-of-way monument witness post | 16 | EACH | 300.00 | 4,800.00 | 50.00 | 800.00 | 300.00 | 4,800.00 | 150.00 | 2,400.00 |
| 711-02-D | riprap (55 lb) | 693 | CUYD | 143.00 | 99,099.00 | 75.00 | 51,975.00 | 90.00 | 62,370.00 | 150.00 | 103,950.00 |
| 711-04 | geotextile fabric | 1,385 | SQYD | 3.00 | 4,155.00 | 2.25 | 3,116.25 | 3.00 | 4,155.00 | 5.00 | 6,925.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 27,000.00 | 27,000.00 | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 |
| 716-01-A | mulch (vegetative) | 4.90 | ACRE | 700.00 | 3,430.00 | 850.00 | 4,165.00 | 840.00 | 4,116.00 | 1,500.00 | 7,350.00 |
| 717-01 | seeding | 147 | LB | 8.00 | 1,176.00 | 7.00 | 1,029.00 | 9.50 | 1,396.50 | 10.00 | 1,470.00 |
| 718-01 | fertilizer | 4,900 | LB | 0.35 | 1,715.00 | 0.60 | 2,940.00 | 0.50 | 2,450.00 | 0.50 | 2,450.00 |
| 722-01 | project site laboratory | 1 | EACH | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 |
| 725-01 | temporary detour roads | 5,815.8 | SQYD | 55.00 | 319,869.00 | 40.00 | 232,632.00 | 71.00 | 412,921.80 | 79.50 | 462,356.10 |
| 725-03 | temporary detour bridging | 160.00 | LNFT | 550.00 | 88,000.00 | 2,000.00 | 320,000.00 | 925.00 | 148,000.00 | 1,625.00 | 260,000.00 |
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 30,000.00 | 30,000.00 | 270,000.00 | 270,000.00 | 260,000.00 | 260,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | 85.00 | 680.00 | 85.00 | 680.00 | 100.00 | 800.00 |
| 731-02 | reflectorized raised pavement markers | 47 | EACH | 6.00 | 282.00 | 8.00 | 376.00 | 6.25 | 293.75 | 10.00 | 470.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.393 | MILE | 3,000.00 | 1,179.00 | 18,000.00 | 7,074.00 | 3,200.00 | 1,257.60 | 22,500.00 | 8,842.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.197 | MILE | 1,000.00 | 197.00 | 4,500.00 | 886.50 | 1,200.00 | 236.40 | 2,000.00 | 394.00 |
| 735-01 | mailboxes | 6 | EACH | 1.00 | 6.00 | 40.00 | 240.00 | 20.00 | 120.00 | 100.00 | 600.00 |
| 735-02 | mailbox supports (single) | 6 | EACH | 500.00 | 3,000.00 | 150.00 | 900.00 | 200.00 | 1,200.00 | 100.00 | 600.00 |
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 22,750.00 | 22,750.00 |
| 804-01-C | precast concrete piles (16") | 3,168 | LNFT | 70.00 | 221,760.00 | 120.00 | 380,160.00 | 51.00 | 161,568.00 | 75.00 | 237,600.00 |
| 804-12 | loading permanant piles | 2 | EACH | 1.00 | 2.00 | 2,500.00 | 5,000.00 | 500.00 | 1,000.00 | 100.00 | 200.00 |
| 805-01-F | class a concrete (bents) | 89.58 | CUYD | 880.00 | 78,830.40 | 1,500.00 | 134,370.00 | 1,500.00 | 134,370.00 | 1,250.00 | 111,975.00 |
| 805-03 | class aa concrete | 354.30 | CUYD | 750.00 | 265,725.00 | 1,100.00 | 389,730.00 | 600.00 | 212,580.00 | 1,000.00 | 354,300.00 |
| 806-01 | deformed reinforcing steel | 80,289 | LB | 1.25 | 100,361.25 | 1.50 | 120,433.50 | 1.20 | 96,346.80 | 0.95 | 76,274.55 |
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 50.00 | 20,000.00 | 100.00 | 40,000.00 | 75.00 | 30,000.00 | 55.00 | 22,000.00 |
| 813-01 | concrete approach slabs | 546.66 | SQYD | 223.00 | 121,905.18 | 275.00 | 150,331.50 | 250.00 | 136,665.00 | 235.00 | 128,465.10 |
| S-101 | special anchor section | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 |
| CONTRACTOR TOTAL | 2,179,211.43 | 2,575,664.70 | 2,790,042.30 | 2,928,230.35 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CERES ENVIRONMENTAL SERVICES,INC. |
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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 | 43,750.00 | 43,750.00 | ||||||
| 202-02-A-01 | removal of bridges, (sta. 110+98.58; 23.2' x 61.0' concrete deck girder bridge) |
1 | EACH | 28,750.00 | 28,750.00 | ||||||
| 202-02-A-02 | removal of bridges,(sta. 110+64.26; 23.2' x 61.0' concrete deck girder bridge) |
1 | EACH | 28,750.00 | 28,750.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 7,111.1 | SQYD | 6.25 | 44,444.38 | ||||||
| 202-02-H | removal of guard rail | 555 | LNFT | 7.50 | 4,162.50 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 202,820.00 | 202,820.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 250.00 | 2,000.00 | ||||||
| 204-06 | temporary silt fencing | 537 | LNFT | 3.13 | 1,680.81 | ||||||
| 302-01 | class ii base course | 2,370.4 | CUYD | 65.00 | 154,076.00 | ||||||
| 304-01 | lime | 25.20 | TON | 281.25 | 7,087.50 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,778 | SQYD | 2.50 | 4,445.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
18 | CUYD | 65.00 | 1,170.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 77.50 | 3,875.00 | ||||||
| 502-01 | superpave asphaltic concrete | 1,538.2 | TON | 131.25 | 201,888.75 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
7.1 | TON | 162.50 | 1,153.75 | ||||||
| 701-05-G | side drain pipe (18") | 410 | LNFT | 87.50 | 35,875.00 | ||||||
| 704-03 | blocked out guard rail | 581.3 | LNFT | 25.00 | 14,532.50 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 31.25 | 6,250.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 7 | EACH | 2,812.50 | 19,687.50 | ||||||
| 705-01 | barbed wire fence | 2,635 | LNFT | 11.25 | 29,643.75 | ||||||
| 705-02 | combination mesh & barbed wire fence | 573 | LNFT | 16.25 | 9,311.25 | ||||||
| 705-04 | single swinging driveway gates | 2 | EACH | 812.50 | 1,625.00 | ||||||
| 708-01 | right-of-way monument | 16 | EACH | 62.50 | 1,000.00 | ||||||
| 708-02 | right-of-way monument witness post | 16 | EACH | 72.50 | 1,160.00 | ||||||
| 711-02-D | riprap (55 lb) | 693 | CUYD | 90.00 | 62,370.00 | ||||||
| 711-04 | geotextile fabric | 1,385 | SQYD | 3.13 | 4,335.05 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 4.90 | ACRE | 1,500.00 | 7,350.00 | ||||||
| 717-01 | seeding | 147 | LB | 10.00 | 1,470.00 | ||||||
| 718-01 | fertilizer | 4,900 | LB | 0.38 | 1,862.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 725-01 | temporary detour roads | 5,815.8 | SQYD | 131.25 | 763,323.75 | ||||||
| 725-03 | temporary detour bridging | 160.00 | LNFT | 2,437.50 | 390,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 371,525.00 | 371,525.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 93.75 | 750.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 47 | EACH | 6.25 | 293.75 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.393 | MILE | 22,500.00 | 8,842.50 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.197 | MILE | 12,500.00 | 2,462.50 | ||||||
| 735-01 | mailboxes | 6 | EACH | 12.50 | 75.00 | ||||||
| 735-02 | mailbox supports (single) | 6 | EACH | 187.50 | 1,125.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | ||||||
| 804-01-C | precast concrete piles (16") | 3,168 | LNFT | 93.75 | 297,000.00 | ||||||
| 804-12 | loading permanant piles | 2 | EACH | 1,250.00 | 2,500.00 | ||||||
| 805-01-F | class a concrete (bents) | 89.58 | CUYD | 1,000.00 | 89,580.00 | ||||||
| 805-03 | class aa concrete | 354.30 | CUYD | 1,250.00 | 442,875.00 | ||||||
| 806-01 | deformed reinforcing steel | 80,289 | LB | 1.75 | 140,505.75 | ||||||
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 87.50 | 35,000.00 | ||||||
| 813-01 | concrete approach slabs | 546.66 | SQYD | 237.50 | 129,831.75 | ||||||
| S-101 | special anchor section | 1 | EACH | 1,125.00 | 1,125.00 | ||||||
| CONTRACTOR TOTAL | 3,753,340.74 | ||||||||||