| |||
| Lead Project: 150-02-0014 | |||
| Parish: SABINE | |||
| Routes: LA 476 | |||
| Description: JCT. LA 191 - JCT. LA 6 | |||
| Type Const:
grading, drain struct, cold planing asphaltic concrete, lime treatment, in-place cement stabilized base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,258,795.06 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,967,706.24 |
| 2 | 02268 | SOIL STABILIZERS, INC. | $2,404,325.66 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,506,272.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - SOIL STABILIZERS, 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 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 1,600.00 | 1,600.00 | ||
| 202-02-D | removal of concrete walks & drives | 34 | SQYD | 8.00 | 272.00 | 25.00 | 850.00 | 37.00 | 1,258.00 | ||
| 202-02-H | removal of guard rail | 113 | LNFT | 15.00 | 1,695.00 | 20.00 | 2,260.00 | 13.00 | 1,469.00 | ||
| 203-07 | borrow (vehicular measurement) | 320 | CUYD | 17.00 | 5,440.00 | 20.00 | 6,400.00 | 25.00 | 8,000.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 85 | CUYD | 40.00 | 3,400.00 | 25.00 | 2,125.00 | 25.00 | 2,125.00 | ||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 53,665 | SQYD | 6.50 | 348,822.50 | 9.00 | 482,985.00 | 10.50 | 563,482.50 | ||
| 303-02 | removal of existing patches | 150 | SQYD | 11.00 | 1,650.00 | 20.00 | 3,000.00 | 23.82 | 3,573.00 | ||
| 304-05 | lime treatment (type e) | 119.73 | TON | 400.00 | 47,892.00 | 300.00 | 35,919.00 | 350.00 | 41,905.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,722 | CUYD | 45.00 | 122,490.00 | 35.00 | 95,270.00 | 25.00 | 68,050.00 | ||
| 502-01 | superpave asphaltic concrete | 10,327.7 | TON | 100.00 | 1,032,770.00 | 110.00 | 1,136,047.00 | 113.00 | 1,167,030.10 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
795.8 | TON | 155.00 | 123,349.00 | 175.00 | 139,265.00 | 178.00 | 141,652.40 | ||
| 509-01 | cold planing asphaltic pavement | 56,987 | SQYD | 0.10 | 5,698.70 | 1.71 | 97,447.77 | 1.65 | 94,028.55 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,931 | CUYD | 0.01 | - 29.31 | 0.01 | - 29.31 | 0.10 | - 293.10 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 32 | LNFT | 250.00 | 8,000.00 | 125.00 | 4,000.00 | 110.00 | 3,520.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 72 | LNFT | 325.00 | 23,400.00 | 145.00 | 10,440.00 | 130.00 | 9,360.00 | ||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 144 | LNFT | 300.00 | 43,200.00 | 210.00 | 30,240.00 | 200.00 | 28,800.00 | ||
| 701-05-I | side drain pipe (24") | 48 | LNFT | 150.00 | 7,200.00 | 100.00 | 4,800.00 | 110.00 | 5,280.00 | ||
| 701-05-N | side drain pipe (42") | 80 | LNFT | 170.00 | 13,600.00 | 175.00 | 14,000.00 | 220.00 | 17,600.00 | ||
| 701-08 | relaying pipe | 8 | LNFT | 200.00 | 1,600.00 | 200.00 | 1,600.00 | 220.00 | 1,760.00 | ||
| 701-15 | concrete collar | 9 | EACH | 1,000.00 | 9,000.00 | 900.00 | 8,100.00 | 2,000.00 | 18,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 3 | EACH | 2,300.00 | 6,900.00 | 3,500.00 | 10,500.00 | 2,500.00 | 7,500.00 | ||
| 712-04 | flexible revetment | 60 | SQYD | 90.00 | 5,400.00 | 100.00 | 6,000.00 | 85.00 | 5,100.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | 60,000.00 | 60,000.00 | 13,000.00 | 13,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.035 | MILE | 50.00 | 701.75 | 300.00 | 4,210.50 | 150.00 | 2,105.25 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.782 | MILE | 50.00 | 289.10 | 250.00 | 1,445.50 | 300.00 | 1,734.60 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 31.214 | MILE | 250.00 | 7,803.50 | 300.00 | 9,364.20 | 500.00 | 15,607.00 | ||
| 716-01-A | mulch (vegetative) | 1.0 | TON | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | ||
| 717-01 | seeding | 15 | LB | 20.00 | 300.00 | 40.00 | 600.00 | 22.00 | 330.00 | ||
| 718-01 | fertilizer | 500 | LB | 2.00 | 1,000.00 | 3.00 | 1,500.00 | 3.00 | 1,500.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 45,000.00 | 45,000.00 | ||
| 726-01 | bedding material | 100.0 | CUYD | 72.00 | 7,200.00 | 100.00 | 10,000.00 | 165.00 | 16,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 65,000.00 | 65,000.00 | 115,000.00 | 115,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 13 | EACH | 75.00 | 975.00 | 100.00 | 1,300.00 | 85.00 | 1,105.00 | ||
| 731-02 | reflectorized raised pavement markers | 618 | EACH | 5.00 | 3,090.00 | 8.00 | 4,944.00 | 5.00 | 3,090.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 15 | LNFT | 3.00 | 45.00 | 50.00 | 750.00 | 3.50 | 52.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 10.405 | MILE | 2,000.00 | 20,810.00 | 2,900.00 | 30,174.50 | 2,200.00 | 22,891.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.927 | MILE | 600.00 | 1,156.20 | 1,500.00 | 2,890.50 | 650.00 | 1,252.55 | ||
| 735-01 | mailboxes | 47 | EACH | 5.00 | 235.00 | 1.00 | 47.00 | 1.00 | 47.00 | ||
| 735-02 | mailbox supports (single) | 45 | EACH | 110.00 | 4,950.00 | 120.00 | 5,400.00 | 125.00 | 5,625.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 150.00 | 300.00 | 200.00 | 400.00 | 160.00 | 320.00 | ||
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | ||
| S-001 | cleaning existing ditches | 600 | LNFT | 10.00 | 6,000.00 | 10.00 | 6,000.00 | 30.00 | 18,000.00 | ||
| S-002 | saw cutting | 808 | INFT | 2.60 | 2,100.80 | 10.00 | 8,080.00 | 1.50 | 1,212.00 | ||
| CONTRACTOR TOTAL | 1,967,706.24 | 2,404,325.66 | 2,506,272.85 | ||||||||