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| DBE GOAL FED | |||
| Lead Project: 122-30-0019 | |||
| Parish: BOSSIER | |||
| Routes: LA 614 | |||
| Description: JUNCTION US 80 - JUNCTION LA 164 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching and related work. | |||
| Estimated Construction Cost: $1,892,317.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $1,748,891.13 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $1,991,566.67 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BENTON & BROWN, LLC. |
- 2 - BEST-YET BUILDERS, LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 495 | SQYD | 10.00 | 4,950.00 | 10.00 | 4,950.00 | ||||
| 202-02-H | removal of guard rail | 649 | LNFT | 4.00 | 2,596.00 | 4.25 | 2,758.25 | ||||
| 202-02-I | removal of culvert pipe | 636 | EACH | 8.50 | 5,406.00 | 25.00 | 15,900.00 | ||||
| 202-02-J | removal of concrete pipe headwalls | 4 | EACH | 575.00 | 2,300.00 | 1,500.00 | 6,000.00 | ||||
| 203-01 | general excavation | 12,777 | CUYD | 0.10 | 1,277.70 | 5.00 | 63,885.00 | ||||
| 203-08 | borrow (vehicular measurement) | 750 | CUYD | 20.00 | 15,000.00 | 20.00 | 15,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
250 | CUYD | 40.00 | 10,000.00 | 50.00 | 12,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,648.2 | TON | 70.00 | 885,374.00 | 78.00 | 986,559.60 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,223.4 | TON | 80.00 | 177,872.00 | 83.00 | 184,542.20 | ||||
| 509-01 | cold planing asphaltic pavement | 63,880 | SQYD | 1.50 | 95,820.00 | 2.00 | 127,760.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,778 | CUYD | 0.90 | - 1,600.20 | 0.10 | - 177.80 | ||||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 199 | LNFT | 90.00 | 17,910.00 | 75.00 | 14,925.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 273 | LNFT | 115.00 | 31,395.00 | 95.00 | 25,935.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 80 | LNFT | 160.00 | 12,800.00 | 105.00 | 8,400.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 80 | LNFT | 215.00 | 17,200.00 | 155.00 | 12,400.00 | ||||
| 701-05-G | side drain pipe (18") | 48 | LNFT | 80.00 | 3,840.00 | 60.00 | 2,880.00 | ||||
| 701-08 | relaying pipe | 8 | LNFT | 110.00 | 880.00 | 125.00 | 1,000.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 30 | LNFT | 105.00 | 3,150.00 | 115.00 | 3,450.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 88 | LNFT | 115.00 | 10,120.00 | 125.00 | 11,000.00 | ||||
| 701-13-E | corrugated metal pipe arch (extension)(30" equiv.) | 6 | LNFT | 270.00 | 1,620.00 | 145.00 | 870.00 | ||||
| 701-15 | concrete collar | 13 | EACH | 750.00 | 9,750.00 | 1,000.00 | 13,000.00 | ||||
| 702-03 | catch basin (cb-01) | 1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 45.00 | 4,500.00 | 45.00 | 4,500.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 114.0 | LNFT | 55.00 | 6,270.00 | 55.00 | 6,270.00 | ||||
| 704-03 | blocked out guard rail | 75.0 | LNFT | 25.00 | 1,875.00 | 27.00 | 2,025.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 65.00 | 6,500.00 | ||||
| 704-10 | guard rail anchor block | 4 | EACH | 1,600.00 | 6,400.00 | 1,765.00 | 7,060.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,300.00 | 9,200.00 | 2,350.00 | 9,400.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,640.00 | 10,560.00 | 2,650.00 | 10,600.00 | ||||
| 712-04 | flexible revetment | 255 | SQYD | 70.00 | 17,850.00 | 75.00 | 19,125.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 58,000.00 | 58,000.00 | 25,000.00 | 25,000.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 40 | LNFT | 1.05 | 42.00 | 1.05 | 42.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.066 | MILE | 330.00 | 3,651.78 | 375.00 | 4,149.75 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.672 | MILE | 355.00 | 948.56 | 360.00 | 961.92 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 40.483 | MILE | 630.00 | 25,504.29 | 0.10 | 4.05 | ||||
| 716-01-A | mulch (vegetative) | 4.05 | ACRE | 1,500.00 | 6,075.00 | 850.00 | 3,442.50 | ||||
| 724-01-A | pavement patching (6" minimum thickness) | 1,500 | SQYD | 35.00 | 52,500.00 | 45.00 | 67,500.00 | ||||
| 726-01 | bedding material | 181.0 | CUYD | 40.00 | 7,240.00 | 60.00 | 10,860.00 | ||||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 100,000.00 | 100,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 24 | EACH | 70.00 | 1,680.00 | 70.00 | 1,680.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 105.00 | 840.00 | 110.00 | 880.00 | ||||
| 731-02 | reflectorized raised pavement markers | 731 | EACH | 5.75 | 4,203.25 | 6.50 | 4,751.50 | ||||
| 732-01-E | plastic pavement striping (24" width) | 40 | LNFT | 3.75 | 150.00 | 3.75 | 150.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 20.242 | MILE | 2,500.00 | 50,605.00 | 2,500.00 | 50,605.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.336 | MILE | 900.00 | 1,202.40 | 875.00 | 1,169.00 | ||||
| 735-01 | mailboxes | 172 | EACH | 3.30 | 567.60 | 15.00 | 2,580.00 | ||||
| 735-02 | mailbox supports (single) | 134 | EACH | 125.00 | 16,750.00 | 150.00 | 20,100.00 | ||||
| 735-03 | mailbox supports (double) | 19 | EACH | 180.00 | 3,420.00 | 225.00 | 4,275.00 | ||||
| 739-01 | hydro-seeding | 4.05 | ACRE | 1,725.00 | 6,986.25 | 1,800.00 | 7,290.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,500.00 | 5,500.00 | 25,000.00 | 25,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 9.93 | CUYD | 1,150.00 | 11,419.50 | 950.00 | 9,433.50 | ||||
| 806-01 | deformed reinforcing steel | 396 | LB | 2.50 | 990.00 | 1.20 | 475.20 | ||||
| S-001 | plastic liner for cross drain pipe | 156 | LNFT | 175.00 | 27,300.00 | 300.00 | 46,800.00 | ||||
| S-002 | sawing existing concrete drives (4" depth) | 200 | LNFT | 20.00 | 4,000.00 | 12.00 | 2,400.00 | ||||
| CONTRACTOR TOTAL | 1,748,891.13 | 1,991,566.67 | |||||||||