| |||
| DBE GOAL FED | |||
| Lead Project: 071-02-0011 | |||
| Parish: RICHLAND | |||
| Routes: US 425 | |||
| Description: 0.7 MILES NORTH OF JUNCTION US 80 TO MOREHOUSE PARISH LINE | |||
| Type Const:
grading, cold planing asphaltic pavement, superpave asphaltic concrete overlay, pavement patching, and related work. | |||
| Estimated Construction Cost: $2,497,123.68 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,192,933.39 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,305,802.12 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,681,348.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - 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 | 2,400.00 | 2,400.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 42 | SQYD | 69.00 | 2,898.00 | 10.00 | 420.00 | 45.00 | 1,890.00 | ||
| 202-02-H | removal of guard rail | 1,524 | LNFT | 10.00 | 15,240.00 | 9.00 | 13,716.00 | 10.00 | 15,240.00 | ||
| 203-07 | borrow (vehicular measurement) | 527 | CUYD | 20.00 | 10,540.00 | 20.00 | 10,540.00 | 18.00 | 9,486.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 598 | CUYD | 20.00 | 11,960.00 | 15.00 | 8,970.00 | 20.00 | 11,960.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 10,728 | SQYD | 11.25 | 120,690.00 | 11.00 | 118,008.00 | 8.75 | 93,870.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,071 | CUYD | 54.00 | 111,834.00 | 16.00 | 33,136.00 | 60.00 | 124,260.00 | ||
| 502-01 | superpave asphaltic concrete | 14,216.6 | TON | 85.00 | 1,208,411.00 | 90.00 | 1,279,494.00 | 95.00 | 1,350,577.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,044.1 | TON | 125.00 | 130,512.50 | 120.00 | 125,292.00 | 150.00 | 156,615.00 | ||
| 509-01 | cold planing asphaltic pavement | 79,776 | SQYD | 1.25 | 99,720.00 | 2.00 | 159,552.00 | 2.50 | 199,440.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,330 | CUYD | 0.10 | - 333.00 | 0.01 | - 33.30 | 0.01 | - 33.30 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 1,204 | SQYD | 92.00 | 110,768.00 | 100.00 | 120,400.00 | 115.00 | 138,460.00 | ||
| 704-03 | blocked out guard rail | 1,174.6 | LNFT | 18.00 | 21,142.80 | 18.00 | 21,142.80 | 20.00 | 23,492.00 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 150.0 | LNFT | 40.00 | 6,000.00 | 36.00 | 5,400.00 | 40.00 | 6,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 55.00 | 16,500.00 | 55.00 | 16,500.00 | 60.00 | 18,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,000.00 | 24,000.00 | 2,100.00 | 25,200.00 | 2,000.00 | 24,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.763 | MILE | 150.00 | 2,214.45 | 225.00 | 3,321.68 | 500.00 | 7,381.50 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.168 | MILE | 3.50 | 49.59 | 350.00 | 4,958.80 | 600.00 | 8,500.80 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 31.335 | MILE | 700.00 | 21,934.50 | 1.00 | 31.34 | 900.00 | 28,201.50 | ||
| 716-01-A | mulch (vegetative) | 19.1 | TON | 400.00 | 7,640.00 | 400.00 | 7,640.00 | 450.00 | 8,595.00 | ||
| 717-01 | seeding | 430 | LB | 7.00 | 3,010.00 | 8.00 | 3,440.00 | 8.00 | 3,440.00 | ||
| 718-01 | fertilizer | 9,550 | LB | 0.45 | 4,297.50 | 0.38 | 3,629.00 | 0.50 | 4,775.00 | ||
| 727-01 | mobilization | lump | LUMP | 195,000.00 | 195,000.00 | 150,000.00 | 150,000.00 | 260,000.00 | 260,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 75.00 | 900.00 | 75.00 | 900.00 | 85.00 | 1,020.00 | ||
| 731-02 | reflectorized raised pavement markers | 651 | EACH | 5.00 | 3,255.00 | 8.00 | 5,208.00 | 6.50 | 4,231.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 10.445 | MILE | 2,500.00 | 26,112.50 | 3,000.00 | 31,335.00 | 3,000.00 | 31,335.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.723 | MILE | 850.00 | 4,014.55 | 1,600.00 | 7,556.80 | 950.00 | 4,486.85 | ||
| 735-01 | mailboxes | 22 | EACH | 1.00 | 22.00 | 2.00 | 44.00 | 25.00 | 550.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 150.00 | 2,250.00 | 150.00 | 2,250.00 | 225.00 | 3,375.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 200.00 | 600.00 | 200.00 | 600.00 | 275.00 | 825.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 350.00 | 350.00 | 375.00 | 375.00 | ||
| 740-01 | construction layout | lump | LUMP | 13,000.00 | 13,000.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 | ||
| S-001 | rumble strips (ground-in) | 0.2 | MILE | 35,000.00 | 7,000.00 | 4,000.00 | 800.00 | 30,000.00 | 6,000.00 | ||
| CONTRACTOR TOTAL | 2,192,933.39 | 2,305,802.12 | 2,681,348.85 | ||||||||