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| DBE GOAL FED | |||
| Lead Project: 165-01-0021 | |||
| Parish: FRANKLIN | |||
| Routes: LA 562 | |||
| Description: JCT LA 875 - TURKEY CREEK BRIDGE | |||
| Type Const:
grading, lime treatment, cement treated base course, drainage structures, cold planing asphaltic pavement, superpace asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $3,666,446.38 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,041,789.83 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $3,104,958.44 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,149,596.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - DIAMOND B CONSTRUCTION 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 & grubbing | lump | LUMP | 5,000.00 | 5,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02 | removal of structures and obstructions | 1 | EACH | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-H | removal of guard rail | 512 | LNFT | 6.00 | 3,072.00 | 12.00 | 6,144.00 | 7.00 | 3,584.00 | ||
| 203-02 | drainage excavation | 149 | CUYD | 20.00 | 2,980.00 | 28.00 | 4,172.00 | 19.00 | 2,831.00 | ||
| 203-08 | borrow (vehicular measurement) | 3,264 | CUYD | 20.00 | 65,280.00 | 18.00 | 58,752.00 | 16.00 | 52,224.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 327 | CUYD | 40.00 | 13,080.00 | 18.00 | 5,886.00 | 19.00 | 6,213.00 | ||
| 304-01 | lime | 152.59 | TON | 140.00 | 21,362.60 | 160.00 | 24,414.40 | 165.00 | 25,177.35 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 9,688 | SQYD | 3.00 | 29,064.00 | 4.00 | 38,752.00 | 1.00 | 9,688.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 85,314 | SQYD | 7.50 | 639,855.00 | 8.25 | 703,840.50 | 7.50 | 639,855.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
398 | CUYD | 42.00 | 16,716.00 | 40.00 | 15,920.00 | 24.00 | 9,552.00 | ||
| 502-01 | superpave asphaltic concrete | 17,137.1 | TON | 88.00 | 1,508,064.80 | 82.00 | 1,405,242.20 | 88.00 | 1,508,064.80 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,159.9 | TON | 130.00 | 150,787.00 | 82.00 | 95,111.80 | 135.00 | 156,586.50 | ||
| 509-01 | cold planing asphaltic pavement | 74,521 | SQYD | 1.70 | 126,685.70 | 2.00 | 149,042.00 | 2.50 | 186,302.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 5,677 | CUYD | 0.01 | - 56.77 | 0.01 | - 56.77 | 0.10 | - 567.70 | ||
| 701-01-Q | cross drain pipe (60" cmp) | 160 | LNFT | 300.00 | 48,000.00 | 225.00 | 36,000.00 | 324.00 | 51,840.00 | ||
| 701-02-H | cross drain pipe arch (48" equiv. cmpa) | 148 | LNFT | 295.00 | 43,660.00 | 200.00 | 29,600.00 | 233.00 | 34,484.00 | ||
| 701-05-K | side drain pipe (30") | 150 | LNFT | 75.00 | 11,250.00 | 185.00 | 27,750.00 | 155.00 | 23,250.00 | ||
| 701-08 | relaying pipe | 4 | LNFT | 200.00 | 800.00 | 500.00 | 2,000.00 | 325.00 | 1,300.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 16 | LNFT | 225.00 | 3,600.00 | 175.00 | 2,800.00 | 130.00 | 2,080.00 | ||
| 701-15 | concrete collar | 3 | EACH | 800.00 | 2,400.00 | 1,250.00 | 3,750.00 | 1,300.00 | 3,900.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 40.00 | 8,000.00 | 50.00 | 10,000.00 | 50.00 | 10,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 306.0 | LNFT | 52.00 | 15,912.00 | 55.00 | 16,830.00 | 60.00 | 18,360.00 | ||
| 704-03 | blocked out guard rail | 125.0 | LNFT | 20.00 | 2,500.00 | 21.00 | 2,625.00 | 25.00 | 3,125.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,800.00 | 22,400.00 | 3,000.00 | 24,000.00 | ||
| 705-09 | rebuilt fence | 100 | LNFT | 22.00 | 2,200.00 | 22.00 | 2,200.00 | 30.00 | 3,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 85,000.00 | 85,000.00 | 20,000.00 | 20,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.702 | MILE | 500.00 | 6,351.00 | 250.00 | 3,175.50 | 167.00 | 2,121.23 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.971 | MILE | 500.00 | 4,985.50 | 1.00 | 9.97 | 388.00 | 3,868.75 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 32.839 | MILE | 850.00 | 27,913.15 | 1.00 | 32.84 | 775.00 | 25,450.23 | ||
| 716-01-A | mulch (vegetative) | 0.93 | ACRE | 2,500.00 | 2,325.00 | 1,550.00 | 1,441.50 | 1,700.00 | 1,581.00 | ||
| 717-01 | seeding | 28 | LB | 20.00 | 560.00 | 12.00 | 336.00 | 13.00 | 364.00 | ||
| 718-01 | fertilizer | 930 | LB | 1.20 | 1,116.00 | 1.00 | 930.00 | 1.00 | 930.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 3,000.00 | 3,000.00 | ||
| 726-01 | bedding material | 137.1 | CUYD | 85.00 | 11,653.50 | 90.00 | 12,339.00 | 100.00 | 13,710.00 | ||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 125,000.00 | 125,000.00 | 175,000.00 | 175,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 75.00 | 1,200.00 | 75.00 | 1,200.00 | 90.00 | 1,440.00 | ||
| 731-02 | reflectorized raised pavement markers | 841 | EACH | 5.50 | 4,625.50 | 6.25 | 5,256.25 | 6.00 | 5,046.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.419 | MILE | 2,400.00 | 39,405.60 | 2,750.00 | 45,152.25 | 2,800.00 | 45,973.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.985 | MILE | 850.00 | 4,237.25 | 1,200.00 | 5,982.00 | 900.00 | 4,486.50 | ||
| 735-01 | mailboxes | 27 | EACH | 50.00 | 1,350.00 | 1.00 | 27.00 | 20.00 | 540.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 160.00 | 2,400.00 | 140.00 | 2,100.00 | 150.00 | 2,250.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 225.00 | 675.00 | 195.00 | 585.00 | 250.00 | 750.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 250.00 | 500.00 | 340.00 | 680.00 | 350.00 | 700.00 | ||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | ||
| S-002 | clean and seal existing bridge deck joints | 1,256 | LNFT | 5.00 | 6,280.00 | 6.00 | 7,536.00 | 6.00 | 7,536.00 | ||
| CONTRACTOR TOTAL | 3,041,789.83 | 3,104,958.44 | 3,149,596.36 | ||||||||