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| DBE GOAL FED | |||
| Lead Project: 073-01-0005 | |||
| Parish: RAPIDES | |||
| Routes: LA 112 | |||
| Description: LA 112 BRIDGES | |||
| Type Const:
clearing and grubbing, grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $5,993,584.43 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $7,828,259.07 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - 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 and grubbing | lump | lump | 120,000.00 | 120,000.00 | 225,000.00 | 225,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 1+385.30; 7.12 m x 12.1 m timber bridge) |
1 | ea | 13,000.00 | 13,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 2+187.87; 7.15 m x 12.0 m timber bridge) |
1 | ea | 13,000.00 | 13,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-A-03 | removal of bridge (sta. 2+486.34; 7.07 m x 11.8 m timber bridge) |
1 | ea | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-04 | removal of bridge (sta. 3+503.58; 7.00 m x 12.0 m timber bridge) |
1 | ea | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-05 | removal of bridge (sta. 4+262.74; 6.90 m x 6.60 m timber bridge) |
1 | ea | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-06 | removal of bridge (sta. 5+201.60; 6.9 m x 35.35 m timber bridge) |
1 | ea | 22,000.00 | 22,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-A-07 | removal of bridge (sta. 6+200.42; 5.68 m x 23.3 m timber bridge) |
1 | ea | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-A-08 | removal of bridge (sta. 7+766.86; 5.83 m x 24.1 m timber bridge) |
1 | ea | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 42 | sq m | 25.00 | 1,050.00 | 10.00 | 420.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 11,855.3 | sq m | 5.00 | 59,276.50 | 4.00 | 47,421.20 | ||||
| 202-02-H | removal of guard rail | 1,114 | ln m | 7.00 | 7,798.00 | 12.00 | 13,368.00 | ||||
| 202-02-01 | removal of block building (left of sta. 8+141; 6.5 m x 6.3 m) |
1 | ea | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-02 | removal of block building (right of sta. 8+157; 11.5 m x 9 m) |
1 | ea | 2,500.00 | 2,500.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-03 | removal of block building (right of sta. 8+200; 27 m x 12 m) |
1 | ea | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 | ||||
| 203-01 | general excavation | 27,182 | cu m | 6.00 | 163,092.00 | 7.00 | 190,274.00 | ||||
| 203-02 | drainage excavation | 9,730 | cu m | 8.00 | 77,840.00 | 8.00 | 77,840.00 | ||||
| 203-04 | embankment | 17,688 | cu m | 9.00 | 159,192.00 | 15.00 | 265,320.00 | ||||
| 204-05-A | temporary sediment check dam (hay) | 100 | each | 50.00 | 5,000.00 | 100.00 | 10,000.00 | ||||
| 204-06 | temporary silt fencing | 4,230 | ln m | 8.00 | 33,840.00 | 6.00 | 25,380.00 | ||||
| 302-01-A | class ii base course (crushed stone) | 5,531.7 | cu m | 90.00 | 497,853.00 | 85.00 | 470,194.50 | ||||
| 304-01 | lime | 63.50 | Mg | 150.00 | 9,525.00 | 150.00 | 9,525.00 | ||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 4,200 | sq m | 5.00 | 21,000.00 | 6.00 | 25,200.00 | ||||
| 401-01 | aggregate surface course (net section) | 93.9 | cu m | 80.00 | 7,512.00 | 85.00 | 7,981.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 1.00 | 1,000.00 | 30.00 | 30,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,907.8 | Mg | 79.00 | 466,716.20 | 90.00 | 531,702.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
1,175.4 | Mg | 79.00 | 92,856.60 | 175.00 | 205,695.00 | ||||
| 701-05-I | side drain pipe (600 mm) | 135.0 | ln m | 165.00 | 22,275.00 | 92.00 | 12,420.00 | ||||
| 701-05-I-01 | side drain pipe (600 mm) (erosion) | 240.0 | ln m | 175.00 | 42,000.00 | 92.00 | 22,080.00 | ||||
| 702-08-A | side drain safety end (type 1) | 4 | ea | 1,200.00 | 4,800.00 | 2,600.00 | 10,400.00 | ||||
| 704-03 | blocked out guard rail | 377.22 | ln m | 49.95 | 18,842.13 | 56.00 | 21,124.32 | ||||
| 704-08-A | guard rail transitions (single thrie beam) | 121.92 | ln m | 148.00 | 18,044.16 | 175.00 | 21,336.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 16 | each | 1,850.00 | 29,600.00 | 2,200.00 | 35,200.00 | ||||
| 705-01 | barbed wire fence | 1,597 | ln m | 16.40 | 26,190.80 | 17.50 | 27,947.50 | ||||
| 705-02 | combination mesh & barbed wire fence | 385 | ln m | 17.80 | 6,853.00 | 25.00 | 9,625.00 | ||||
| 705-04 | single swinging driveway gates | 3 | ea | 400.00 | 1,200.00 | 1,000.00 | 3,000.00 | ||||
| 705-05 | double swinging driveway gates | 1 | dbgt | 550.00 | 550.00 | 1,750.00 | 1,750.00 | ||||
| 706-02-A | concrete drive (100 mm thick) | 42.4 | sq m | 50.00 | 2,120.00 | 65.00 | 2,756.00 | ||||
| 708-01 | right-of-way monument | 120 | ea | 150.00 | 18,000.00 | 225.00 | 27,000.00 | ||||
| 708-02 | right-of-way monument witness post | 120 | ea | 150.00 | 18,000.00 | 225.00 | 27,000.00 | ||||
| 709-01 | steel cattle guard | 2 | ea | 5,000.00 | 10,000.00 | 15,000.00 | 30,000.00 | ||||
| 712-04 | flexible revetment | 1,900 | sq m | 48.00 | 91,200.00 | 60.00 | 114,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 125,000.00 | 125,000.00 | 145,000.00 | 145,000.00 | ||||
| 713-05-A | temporary pavement markings (solid line) (100 mm width) | 13.656 | km | 308.00 | 4,206.04 | 450.00 | 6,145.20 | ||||
| 714-01 | slab sodding | 100 | sq m | 4.50 | 450.00 | 25.00 | 2,500.00 | ||||
| 716-01-A | mulch (vegetative) | 16.0 | hc | 1,425.00 | 22,800.00 | 2,500.00 | 40,000.00 | ||||
| 717-01 | seeding | 720 | kg | 16.00 | 11,520.00 | 15.00 | 10,800.00 | ||||
| 718-01 | fertilizer | 17,920 | kg | 0.53 | 9,497.60 | 0.60 | 10,752.00 | ||||
| 720-01-B | erosion control system, slope protection (type b) | 9,019 | sq m | 1.50 | 13,528.50 | 1.40 | 12,626.60 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,235 | sq m | 2.00 | 4,470.00 | 1.40 | 3,129.00 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 3,555 | sq m | 2.00 | 7,110.00 | 1.90 | 6,754.50 | ||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 655 | sq m | 3.00 | 1,965.00 | 3.25 | 2,128.75 | ||||
| 722-01 | project site laboratory | 1 | ea | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | ||||
| 725-01 | temporary detour roads | 2,515.9 | ln m | 415.00 | 1,044,098.50 | 550.00 | 1,383,745.00 | ||||
| 725-03 | temporary detour bridging | 72.00 | ln m | 2,000.00 | 144,000.00 | 4,000.00 | 288,000.00 | ||||
| 726-01 | bedding material | 232.0 | cu m | 60.00 | 13,920.00 | 80.00 | 18,560.00 | ||||
| 727-01 | mobilization | lump | lump | 250,000.00 | 250,000.00 | 765,000.00 | 765,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | ea | 70.00 | 1,120.00 | 100.00 | 1,600.00 | ||||
| 729-19-A | dead end road installations (type a) | 1 | ea | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 250 | ea | 4.50 | 1,125.00 | 7.00 | 1,750.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (100 mm width) | 8.250 | km | 1,150.00 | 9,487.50 | 1,600.00 | 13,200.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 3.900 | km | 432.00 | 1,684.80 | 900.00 | 3,510.00 | ||||
| 732-05 | removal of existing markings | 3.500 | km | 1,850.00 | 6,475.00 | 3,200.00 | 11,200.00 | ||||
| 735-01 | mailboxes | 6 | ea | 1.00 | 6.00 | 100.00 | 600.00 | ||||
| 735-02 | mailbox supports (single) | 4 | ea | 225.00 | 900.00 | 100.00 | 400.00 | ||||
| 735-03 | mailbox supports (double) | 1 | ea | 500.00 | 500.00 | 200.00 | 200.00 | ||||
| 740-01 | construction layout | lump | lump | 80,000.00 | 80,000.00 | 200,000.00 | 200,000.00 | ||||
| 744-01 | traffic control management | lump | lump | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 2,567.5 | ln m | 135.00 | 346,612.50 | 165.00 | 423,637.50 | ||||
| 804-12 | loading permanent piles | 4 | ea | 2,000.00 | 8,000.00 | 1.00 | 4.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 100.30 | cu m | 1,100.00 | 110,330.00 | 1,500.00 | 150,450.00 | ||||
| 805-01-F | class a concrete (bents) | 148.21 | cu m | 750.00 | 111,157.50 | 750.00 | 111,157.50 | ||||
| 805-03 | class aa concrete | 630.00 | cu m | 650.00 | 409,500.00 | 685.00 | 431,550.00 | ||||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 212.00 | ln m | 1,000.00 | 212,000.00 | 1,250.00 | 265,000.00 | ||||
| 805-12-P | reinforced concrete box culverts (2100 mm x 2100 mm) | 195.00 | ln m | 1,800.00 | 351,000.00 | 1,800.00 | 351,000.00 | ||||
| 806-01 | deformed reinforcing steel | 80,726 | kg | 1.75 | 141,270.50 | 1.70 | 137,234.20 | ||||
| 810-01 | concrete railing (barrier) | 264.00 | ln m | 140.00 | 36,960.00 | 175.00 | 46,200.00 | ||||
| 813-01 | concrete approach slabs | 1,180.08 | sq m | 170.00 | 200,613.60 | 185.00 | 218,314.80 | ||||
| S-001 | relocation of cattle guard and fence | lump | lump | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| S-002 | obliterate existing roadway and grade to drain (site 8) | 521.0 | ln.m | 50.00 | 26,050.00 | 150.00 | 78,150.00 | ||||
| CONTRACTOR TOTAL | 5,993,584.43 | 7,828,259.07 | |||||||||