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| Lead Project: 112-02-0007 | |||
| Parish: SABINE | |||
| Routes: LA 174 | |||
| Description: JCT. LA 191 - JCT. US 171 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete, cement treated base course, lime treatment, pvmt. patching, and related work. | |||
| Estimated Construction Cost: $1,887,886.06 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,036,846.42 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,456,959.67 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 32 | SQYD | 10.00 | 320.00 | 23.00 | 736.00 | ||||
| 202-02-H | removal of guard rail | 413 | LNFT | 4.00 | 1,652.00 | 23.00 | 9,499.00 | ||||
| 203-07 | borrow (vehicular measurement) | 600 | CUYD | 2.00 | 1,200.00 | 11.00 | 6,600.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 596 | CUYD | 12.00 | 7,152.00 | 12.00 | 7,152.00 | ||||
| 203-08 | geotextile fabric | 260 | SQYD | 2.50 | 650.00 | 2.50 | 650.00 | ||||
| 304-01 | lime | 369.39 | TON | 150.00 | 55,408.50 | 185.00 | 68,337.15 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 26,059 | SQYD | 2.00 | 52,118.00 | 2.75 | 71,662.25 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 66,001 | SQYD | 7.60 | 501,607.60 | 7.50 | 495,007.50 | ||||
| 308-02 | removal of existing patches | 300 | SQYD | 10.00 | 3,000.00 | 25.00 | 7,500.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,506 | CUYD | 45.00 | 67,770.00 | 40.00 | 60,240.00 | ||||
| 502-01 | superpave asphaltic concrete | 12,000.6 | TON | 79.80 | 957,647.88 | 90.00 | 1,080,054.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
455.9 | TON | 40.00 | 18,236.00 | 175.00 | 79,782.50 | ||||
| 509-01 | cold planing asphaltic pavement | 57,114 | SQYD | 1.40 | 79,959.60 | 2.30 | 131,362.20 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,344 | CUYD | 0.01 | - 13.44 | 0.01 | - 13.44 | ||||
| 701-02-N/N | cross drain pipe arch (84" equiv. rcpa or 84" equiv. cmpa) |
52 | LNFT | 275.00 | 14,300.00 | 440.00 | 22,880.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 32 | LNFT | 200.00 | 6,400.00 | 600.00 | 19,200.00 | ||||
| 701-15 | concrete collar | 4 | EACH | 700.00 | 2,800.00 | 1,000.00 | 4,000.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 159.6 | LNFT | 33.00 | 5,266.80 | 38.00 | 6,064.80 | ||||
| 704-03 | blocked out guard rail | 62.5 | LNFT | 17.50 | 1,093.75 | 20.00 | 1,250.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 53.00 | 5,300.00 | 60.00 | 6,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,300.00 | 9,200.00 | ||||
| 707-04 | asphaltic curb | 40.0 | LNFT | 10.00 | 400.00 | 65.00 | 2,600.00 | ||||
| 712-04 | flexible revetment | 80 | SQYD | 70.00 | 5,600.00 | 130.00 | 10,400.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 68,500.00 | 68,500.00 | 15,000.00 | 15,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.423 | MILE | 300.00 | 4,326.90 | 350.00 | 5,048.05 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.435 | MILE | 1.00 | 7.44 | 1.00 | 7.44 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 48.424 | MILE | 1.00 | 48.42 | 1.00 | 48.42 | ||||
| 716-01-A | mulch (vegetative) | 0.5 | TON | 2,500.00 | 1,250.00 | 3,500.00 | 1,750.00 | ||||
| 717-01 | seeding | 8 | LB | 20.00 | 160.00 | 30.00 | 240.00 | ||||
| 718-01 | fertilizer | 251 | LB | 1.00 | 251.00 | 3.00 | 753.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | ||||
| 726-01 | bedding material | 38.0 | CUYD | 90.00 | 3,420.00 | 115.00 | 4,370.00 | ||||
| 727-01 | mobilization | lump | LUMP | 68,500.00 | 68,500.00 | 200,000.00 | 200,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 70.00 | 280.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | 80.00 | 320.00 | ||||
| 731-02 | reflectorized raised pavement markers | 635 | EACH | 5.10 | 3,238.50 | 6.00 | 3,810.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 11 | LNFT | 3.10 | 34.10 | 3.50 | 38.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.141 | MILE | 2,350.00 | 37,931.35 | 2,700.00 | 43,580.70 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.478 | MILE | 590.00 | 1,462.02 | 700.00 | 1,734.60 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 400.00 | 400.00 | 500.00 | 500.00 | ||||
| 735-01 | mailboxes | 23 | EACH | 1.00 | 23.00 | 5.00 | 115.00 | ||||
| 735-02 | mailbox supports (single) | 15 | EACH | 125.00 | 1,875.00 | 170.00 | 2,550.00 | ||||
| 735-03 | mailbox supports (double) | 8 | EACH | 175.00 | 1,400.00 | 275.00 | 2,200.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||||
| S-001 | cleaning existing ditches | 125 | LNFT | 10.00 | 1,250.00 | 10.00 | 1,250.00 | ||||
| S-002 | sack concrete headwall | 76.0 | CUYD | 255.00 | 19,380.00 | 400.00 | 30,400.00 | ||||
| S-003 | saw cutting | 200 | INFT | 5.00 | 1,000.00 | 4.00 | 800.00 | ||||
| CONTRACTOR TOTAL | 2,036,846.42 | 2,456,959.67 | |||||||||