| |||
| DBE GOAL FED | |||
| Lead Project: 256-06-0010 | |||
| Parish: ASCENSION | |||
| Routes: LA 44, LA 942, LA 22 | |||
| Description: JCT. RIVER RD. - I-10 | |||
| Type Const:
grading, drain struct, class ii bc, cold planing asph pvmt, superpave ac ovly, superpave acp, concrete slab span bridge, traffic signalization and related work. | |||
| Estimated Construction Cost: $4,603,507.95 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $4,757,029.47 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $4,791,299.40 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $5,460,827.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - COASTAL BRIDGE CO., L.L.C. |
|
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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 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 95,000.00 | 95,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A-01 | removal of bridges(sta. 14+487.175, 8.53m x 23.16m precast concrete bridge) |
1 | ea | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,144 | sq m | 9.57 | 10,948.08 | 30.00 | 34,320.00 | 45.00 | 51,480.00 | ||
| 202-02-E | removal of concrete curbs | 57.1 | ln m | 26.24 | 1,498.30 | 36.00 | 2,055.60 | 30.00 | 1,713.00 | ||
| 202-02-H | removal of guard rail | 95 | ln m | 15.00 | 1,425.00 | 20.00 | 1,900.00 | 20.00 | 1,900.00 | ||
| 202-02-I | removal of signal equipment | lump | lump | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | ||
| 202-02-L | removal of surfacing and stabilized base | 1,581 | sq m | 14.35 | 22,687.35 | 5.00 | 7,905.00 | 11.50 | 18,181.50 | ||
| 203-02 | drainage excavation | 362 | cu m | 30.00 | 10,860.00 | 30.00 | 10,860.00 | 11.50 | 4,163.00 | ||
| 203-03 | muck excavation | 686 | cu m | 19.62 | 13,459.32 | 20.00 | 13,720.00 | 11.50 | 7,889.00 | ||
| 203-06 | excavation & embankment | lump | lump | 315,000.00 | 315,000.00 | 250,000.00 | 250,000.00 | 340,000.00 | 340,000.00 | ||
| 204-06 | temporary silt fencing | 13,911 | ln m | 3.50 | 48,688.50 | 3.50 | 48,688.50 | 1.00 | 13,911.00 | ||
| 302-02-D | class ii base course (300 mm thick)(stone or recycled pccp) |
7,647.9 | sq m | 35.88 | 274,406.65 | 30.00 | 229,437.00 | 37.50 | 286,796.25 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,165 | cu m | 32.70 | 38,095.50 | 65.00 | 75,725.00 | 70.00 | 81,550.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 400.0 | cu m | 45.78 | 18,312.00 | 75.00 | 30,000.00 | 48.00 | 19,200.00 | ||
| 502-01 | superpave asphaltic concrete | 14,057.4 | Mg | 66.12 | 929,475.29 | 75.00 | 1,054,305.00 | 70.00 | 984,018.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
306.7 | Mg | 110.20 | 33,798.34 | 120.00 | 36,804.00 | 110.00 | 33,737.00 | ||
| 509-01 | cold planing asphaltic pavement | 48,605 | sq m | 3.59 | 174,491.95 | 3.60 | 174,978.00 | 8.90 | 432,584.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,430 | cu m | 0.01 | - 24.30 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 701-02-D | cross drain pipe arch (600 mm equiv. rcpa) | 97.0 | ln m | 400.00 | 38,800.00 | 400.00 | 38,800.00 | 400.00 | 38,800.00 | ||
| 701-02-E | cross drain pipe arch (750 mm equiv. rcpa) | 77.0 | ln m | 400.00 | 30,800.00 | 400.00 | 30,800.00 | 415.00 | 31,955.00 | ||
| 701-05-G | side drain pipe (450 mm) | 70.0 | ln m | 250.00 | 17,500.00 | 250.00 | 17,500.00 | 250.00 | 17,500.00 | ||
| 701-05-I | side drain pipe (600 mm) | 57.5 | ln m | 330.00 | 18,975.00 | 320.00 | 18,400.00 | 310.00 | 17,825.00 | ||
| 701-06-E | side drain pipe arch (750 mm equiv.) | 223.0 | ln m | 330.00 | 73,590.00 | 325.00 | 72,475.00 | 330.00 | 73,590.00 | ||
| 701-06-F | side drain pipe arch (900 mm equiv.) | 104.5 | ln m | 450.00 | 47,025.00 | 450.00 | 47,025.00 | 460.00 | 48,070.00 | ||
| 701-06-G | side drain pipe arch (1050 mm equiv.) | 321.0 | ln m | 470.00 | 150,870.00 | 470.00 | 150,870.00 | 485.00 | 155,685.00 | ||
| 701-06-H | side drain pipe arch (1200 mm equiv.) | 54.5 | ln m | 620.00 | 33,790.00 | 620.00 | 33,790.00 | 640.00 | 34,880.00 | ||
| 701-06-I | side drain pipe arch (1350 mm equiv.) | 61.0 | ln m | 850.00 | 51,850.00 | 830.00 | 50,630.00 | 860.00 | 52,460.00 | ||
| 701-06-J | side drain pipe arch (1500 mm equiv.) | 58.0 | ln m | 950.00 | 55,100.00 | 950.00 | 55,100.00 | 980.00 | 56,840.00 | ||
| 701-09 | fabricating pipe fittings | 1 | ea | 2,200.00 | 2,200.00 | 2,500.00 | 2,500.00 | 2,300.00 | 2,300.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(600 mm) | 9.7 | ln m | 350.00 | 3,395.00 | 350.00 | 3,395.00 | 350.00 | 3,395.00 | ||
| 701-15 | concrete collar | 2 | ea | 900.00 | 1,800.00 | 500.00 | 1,000.00 | 925.00 | 1,850.00 | ||
| 702-03-B | catch basins (cb-02) | 10 | ea | 6,500.00 | 65,000.00 | 6,600.00 | 66,000.00 | 7,000.00 | 70,000.00 | ||
| 702-07-A | cross drain safety end (type 1) | 21 | ea | 3,700.00 | 77,700.00 | 3,650.00 | 76,650.00 | 3,750.00 | 78,750.00 | ||
| 702-08-B | side drain safety end (type 2) | 26 | ea | 3,700.00 | 96,200.00 | 3,500.00 | 91,000.00 | 3,600.00 | 93,600.00 | ||
| 702-08-C | side drain safety end (type 3) | 19 | ea | 4,000.00 | 76,000.00 | 4,200.00 | 79,800.00 | 4,300.00 | 81,700.00 | ||
| 704-03 | blocked out guard rail | 68.58 | ln m | 75.00 | 5,143.50 | 75.00 | 5,143.50 | 75.00 | 5,143.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 200.00 | 6,096.00 | 180.00 | 5,486.40 | 200.00 | 6,096.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,700.00 | 10,800.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | ||
| 705-05 | double swinging driveway gates | 2 | dbgt | 1,400.00 | 2,800.00 | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 | ||
| 705-06-D | chain link fence (2100 mm height) | 85 | ln m | 100.00 | 8,500.00 | 100.00 | 8,500.00 | 120.00 | 10,200.00 | ||
| 705-09 | rebuilt fence | 145 | ln m | 100.00 | 14,500.00 | 150.00 | 21,750.00 | 105.00 | 15,225.00 | ||
| 706-02-C | concrete drive (150 mm thick) | 931.2 | sq m | 71.76 | 66,822.91 | 50.00 | 46,560.00 | 58.00 | 54,009.60 | ||
| 707-01 | concrete curb | 71.4 | ln m | 59.04 | 4,215.46 | 45.00 | 3,213.00 | 77.00 | 5,497.80 | ||
| 708-01 | right-of-way monument | 44 | ea | 175.00 | 7,700.00 | 300.00 | 13,200.00 | 400.00 | 17,600.00 | ||
| 708-02 | right-of-way monument witness post | 44 | ea | 175.00 | 7,700.00 | 250.00 | 11,000.00 | 400.00 | 17,600.00 | ||
| 712-04 | flexible revetment | 304 | sq m | 100.00 | 30,400.00 | 95.00 | 28,880.00 | 100.00 | 30,400.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 168,000.00 | 168,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | ||
| 713-03-A | temporary pavement markings (100 mm width) | 68,604 | ln m | 0.50 | 34,302.00 | 0.75 | 51,453.00 | 0.70 | 48,022.80 | ||
| 713-03-C | temporary pavement markings (200 mm width) | 425 | ln m | 0.60 | 255.00 | 1.50 | 637.50 | 1.00 | 425.00 | ||
| 713-03-E | temporary pavement markings (600 mm width) | 786 | ln m | 2.00 | 1,572.00 | 4.25 | 3,340.50 | 3.00 | 2,358.00 | ||
| 713-04-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
10.110 | km | 150.00 | 1,516.50 | 350.00 | 3,538.50 | 345.00 | 3,487.95 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 21 | ea | 25.00 | 525.00 | 60.00 | 1,260.00 | 58.00 | 1,218.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 21 | ea | 25.00 | 525.00 | 60.00 | 1,260.00 | 58.00 | 1,218.00 | ||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 6 | ea | 50.00 | 300.00 | 120.00 | 720.00 | 115.00 | 690.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 9,054 | ea | 5.00 | 45,270.00 | 6.00 | 54,324.00 | 6.00 | 54,324.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 184 | sq m | 2.50 | 460.00 | 15.00 | 2,760.00 | 3.00 | 552.00 | ||
| 722-01 | project site laboratory | 1 | ea | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||
| 724-01-B | pavement patching (300 mm minimum thickness) | 566 | sq m | 83.72 | 47,385.52 | 75.00 | 42,450.00 | 96.00 | 54,336.00 | ||
| 726-01 | bedding material | 140.0 | cu m | 70.00 | 9,800.00 | 80.00 | 11,200.00 | 80.00 | 11,200.00 | ||
| 727-01 | mobilization | lump | lump | 175,000.00 | 175,000.00 | 200,000.00 | 200,000.00 | 350,000.00 | 350,000.00 | ||
| 729-01 | sign (type a) | 1.95 | sq m | 300.00 | 585.00 | 350.00 | 682.50 | 115.00 | 224.25 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 75.00 | 300.00 | 85.00 | 340.00 | 95.00 | 380.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,018 | ea | 6.00 | 18,108.00 | 6.00 | 18,108.00 | 6.00 | 18,108.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 22.868 | km | 1,700.00 | 38,875.60 | 1,800.00 | 41,162.40 | 1,700.00 | 38,875.60 | ||
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.175 | km | 3,000.00 | 525.00 | 3,200.00 | 560.00 | 3,250.00 | 568.75 | ||
| 732-02-E | plastic pavement striping (solid line)(600 mm width) | 0.262 | km | 10,000.00 | 2,620.00 | 10,000.00 | 2,620.00 | 10,000.00 | 2,620.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 3.370 | km | 600.00 | 2,022.00 | 600.00 | 2,022.00 | 570.00 | 1,920.90 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | ea | 170.00 | 1,190.00 | 200.00 | 1,400.00 | 168.00 | 1,176.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 170.00 | 1,190.00 | 200.00 | 1,400.00 | 190.00 | 1,330.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | ea | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 490.00 | 980.00 | ||
| 735-01 | mailboxes | 42 | ea | 1.00 | 42.00 | 6.00 | 252.00 | 5.00 | 210.00 | ||
| 735-02 | mailbox supports (single) | 42 | ea | 135.00 | 5,670.00 | 115.00 | 4,830.00 | 115.00 | 4,830.00 | ||
| 736-01 | trenching and backfilling | 189 | ln m | 8.00 | 1,512.00 | 9.00 | 1,701.00 | 9.25 | 1,748.25 | ||
| 736-03-A | jacked or bored conduit (2" pec) | 44 | ln m | 45.00 | 1,980.00 | 50.00 | 2,200.00 | 49.00 | 2,156.00 | ||
| 736-04 | signal support (steel strain pole) | 4 | ea | 7,000.00 | 28,000.00 | 8,000.00 | 32,000.00 | 7,900.00 | 31,600.00 | ||
| 736-05-B | signal heads (3 section, ryg) led | 8 | each | 900.00 | 7,200.00 | 1,000.00 | 8,000.00 | 950.00 | 7,600.00 | ||
| 736-05-C | signal heads (5 section, ryg, lt.y, lt.g) led | 4 | each | 1,300.00 | 5,200.00 | 1,500.00 | 6,000.00 | 1,420.00 | 5,680.00 | ||
| 736-06 | signal service | 1 | ea | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | ||
| 736-08-A | signal controller (naztec ts2, type 2 controller in type 6 cabinet) |
1 | ea | 19,000.00 | 19,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 736-09 | loop detector | 694 | ln m | 35.00 | 24,290.00 | 40.00 | 27,760.00 | 37.00 | 25,678.00 | ||
| 736-10-A | underground junction box (type d) | 6 | ea | 300.00 | 1,800.00 | 350.00 | 2,100.00 | 320.00 | 1,920.00 | ||
| 736-10-B | underground junction box (type e) | 7 | ea | 300.00 | 2,100.00 | 400.00 | 2,800.00 | 360.00 | 2,520.00 | ||
| 736-10-C | underground junction box (type h) | 2 | ea | 750.00 | 1,500.00 | 850.00 | 1,700.00 | 865.00 | 1,730.00 | ||
| 736-10-D | underground junction box (type f) | 6 | ea | 600.00 | 3,600.00 | 600.00 | 3,600.00 | 1,100.00 | 6,600.00 | ||
| 736-11-A | conduit (1/2-in. (1.3 cm) schedule 80 pec conduit) | 15 | ln m | 10.00 | 150.00 | 12.00 | 180.00 | 10.00 | 150.00 | ||
| 736-11-B | conduit (1-in. (2.5 cm) schedule 80 pec conduit) | 189 | ln m | 8.00 | 1,512.00 | 10.00 | 1,890.00 | 8.50 | 1,606.50 | ||
| 736-11-C | conduit (2-in. (5.1 cm) schedule 80 pec conduit) | 54 | ln m | 12.00 | 648.00 | 25.00 | 1,350.00 | 11.50 | 621.00 | ||
| 736-11-D | conduit (3-in. (7.6 cm) schedule 80 pec conduit) | 6 | ln m | 18.00 | 108.00 | 20.00 | 120.00 | 18.50 | 111.00 | ||
| 736-11-E | conduit (2-in. (5.1 cm) galvanized rigid steel conduit) | 3 | ln m | 31.00 | 93.00 | 40.00 | 120.00 | 32.25 | 96.75 | ||
| 736-12-A | conductor (power - 3c, #6 awg, stranded) | 70 | ln m | 15.00 | 1,050.00 | 18.00 | 1,260.00 | 17.25 | 1,207.50 | ||
| 736-12-B | conductor (signal - 6c, #14 awg, stranded) | 11 | ln m | 5.00 | 55.00 | 6.00 | 66.00 | 5.75 | 63.25 | ||
| 736-12-C | conductor (signal - 10c, #14 awg, stranded) | 251 | ln m | 7.00 | 1,757.00 | 8.00 | 2,008.00 | 8.00 | 2,008.00 | ||
| 736-12-D | conductor (loop lead-in - 2c, #14 awg, shielded and stranded, imsa 50-2) |
103 | ln m | 4.00 | 412.00 | 5.00 | 515.00 | 4.50 | 463.50 | ||
| 739-01 | hydro-seeding | 5 | hctr | 2,500.00 | 12,500.00 | 3,500.00 | 17,500.00 | 2,550.00 | 12,750.00 | ||
| 740-01 | construction layout | lump | lump | 105,000.00 | 105,000.00 | 50,000.00 | 50,000.00 | 180,000.00 | 180,000.00 | ||
| 744-01 | traffic control management | lump | lump | 101,000.00 | 101,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 570.0 | ln m | 200.00 | 114,000.00 | 216.00 | 123,120.00 | 280.00 | 159,600.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 150.00 | 150.00 | 1,150.00 | 1,150.00 | ||
| 805-01-F | class a concrete (bents) | 39.08 | cu m | 1,700.00 | 66,436.00 | 2,000.00 | 78,160.00 | 1,200.00 | 46,896.00 | ||
| 805-03 | class aa concrete | 141.40 | cu m | 1,000.00 | 141,400.00 | 1,100.00 | 155,540.00 | 900.00 | 127,260.00 | ||
| 806-01 | deformed reinforcing steel | 18,039 | kg | 2.00 | 36,078.00 | 2.00 | 36,078.00 | 2.00 | 36,078.00 | ||
| 810-01 | concrete railing (barrier) | 60.00 | ln m | 300.00 | 18,000.00 | 315.00 | 18,900.00 | 230.00 | 13,800.00 | ||
| 813-01 | concrete approach slabs | 295.20 | sq m | 250.00 | 73,800.00 | 275.00 | 81,180.00 | 260.00 | 76,752.00 | ||
| S-001 | cleaning existing ditches | 1,539 | ln m | 25.00 | 38,475.00 | 25.00 | 38,475.00 | 25.00 | 38,475.00 | ||
| S-002 | roadway reinforcing mesh (complete road system) | 48,605 | sq m | 8.00 | 388,840.00 | 8.00 | 388,840.00 | 9.35 | 454,456.75 | ||
| CONTRACTOR TOTAL | 4,757,029.47 | 4,791,299.40 | 5,460,827.90 | ||||||||