| |||
| DBE GOAL FED | |||
| Lead Project: 023-06-0066 | |||
| Parish: JACKSON | |||
| Routes: US 167 | |||
| Description: QUITMAN TO ONE MILE SOUTH OF LINCOLN PARISH LINE | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $4,218,004.47 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,997,651.66 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,069,780.84 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,655,072.63 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 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 | 1.00 | 1.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | ||
| 202-02-H | removal of guard rail | 3,832 | LNFT | 6.00 | 22,992.00 | 5.00 | 19,160.00 | 11.00 | 42,152.00 | ||
| 203-01 | general excavation | 97 | CUYD | 28.00 | 2,716.00 | 30.00 | 2,910.00 | 15.00 | 1,455.00 | ||
| 203-04-A | nonplastic embankment (stone only) | 97 | CUYD | 118.00 | 11,446.00 | 118.00 | 11,446.00 | 120.00 | 11,640.00 | ||
| 203-07 | borrow (vehicular measurement) | 3,011 | CUYD | 17.00 | 51,187.00 | 11.00 | 33,121.00 | 16.00 | 48,176.00 | ||
| 203-08 | geotextile fabric | 100 | SQYD | 10.00 | 1,000.00 | 11.00 | 1,100.00 | 5.00 | 500.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
232 | CUYD | 36.00 | 8,352.00 | 24.00 | 5,568.00 | 40.00 | 9,280.00 | ||
| 502-01 | superpave asphaltic concrete | 22,598.3 | TON | 72.00 | 1,627,077.60 | 70.00 | 1,581,881.00 | 85.00 | 1,920,855.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
864.1 | TON | 104.00 | 89,866.40 | 130.00 | 112,333.00 | 220.00 | 190,102.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 58,070 | GAL | 3.10 | 180,017.00 | 3.15 | 182,920.50 | 3.00 | 174,210.00 | ||
| 507-02-B | aggregate (s2) | 85,396 | SQYD | 0.80 | 68,316.80 | 0.85 | 72,586.60 | 0.90 | 76,856.40 | ||
| 507-02-C | aggregate (s3) | 85,396 | SQYD | 0.66 | 56,361.36 | 0.70 | 59,777.20 | 0.90 | 76,856.40 | ||
| 509-01 | cold planing asphaltic pavement | 92,024 | SQYD | 1.30 | 119,631.20 | 1.65 | 151,839.60 | 0.75 | 69,018.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,834 | CUYD | 0.01 | - 38.34 | 0.10 | - 383.40 | 1.00 | - 3,834.00 | ||
| 510-01-C | pavement patching (18" minimum thickness) | 515 | SQYD | 110.00 | 56,650.00 | 88.00 | 45,320.00 | 128.00 | 65,920.00 | ||
| 510-01-D | pavement patching (24" minimum thickness) | 1,858 | SQYD | 125.00 | 232,250.00 | 110.00 | 204,380.00 | 152.00 | 282,416.00 | ||
| 510-03 | pavement joint repair | 814.3 | TON | 104.00 | 84,687.20 | 135.00 | 109,930.50 | 165.00 | 134,359.50 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 250.0 | LNFT | 55.00 | 13,750.00 | 55.00 | 13,750.00 | 58.00 | 14,500.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 720.0 | LNFT | 30.00 | 21,600.00 | 30.00 | 21,600.00 | 30.00 | 21,600.00 | ||
| 704-03 | blocked out guard rail | 2,994.0 | LNFT | 18.50 | 55,389.00 | 18.50 | 55,389.00 | 20.00 | 59,880.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
18.9 | LNFT | 85.00 | 1,606.50 | 85.00 | 1,606.50 | 94.00 | 1,776.60 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 55.00 | 11,000.00 | 55.00 | 11,000.00 | 60.00 | 12,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 13 | EACH | 1,900.00 | 24,700.00 | 2,000.00 | 26,000.00 | 2,000.00 | 26,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 48,000.00 | 48,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 1,676 | LNFT | 0.15 | 251.40 | 0.20 | 335.20 | 0.35 | 586.60 | ||
| 713-02-D | temporary pavement markings (12" width) | 3,948 | LNFT | 0.25 | 987.00 | 0.30 | 1,184.40 | 0.70 | 2,763.60 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.177 | MILE | 225.00 | 4,089.83 | 140.00 | 2,544.78 | 295.00 | 5,362.22 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
24.236 | MILE | 1.00 | 24.24 | 1.00 | 24.24 | 300.00 | 7,270.80 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 48.472 | MILE | 1.00 | 48.47 | 1.00 | 48.47 | 150.00 | 7,270.80 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,600 | EACH | 1.75 | 2,800.00 | 1.00 | 1,600.00 | 1.65 | 2,640.00 | ||
| 716-01-A | mulch (vegetative) | 23.5 | TON | 400.00 | 9,400.00 | 400.00 | 9,400.00 | 425.00 | 9,987.50 | ||
| 717-01 | seeding | 705 | LB | 8.00 | 5,640.00 | 8.25 | 5,816.25 | 8.25 | 5,816.25 | ||
| 718-01 | fertilizer | 11,750 | LB | 0.45 | 5,287.50 | 0.50 | 5,875.00 | 0.50 | 5,875.00 | ||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 125,000.00 | 125,000.00 | 140,000.00 | 140,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 75.00 | 1,800.00 | 75.00 | 1,800.00 | 82.00 | 1,968.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,608 | EACH | 5.00 | 8,040.00 | 4.75 | 7,638.00 | 5.50 | 8,844.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 419 | LNFT | 5.00 | 2,095.00 | 1.00 | 419.00 | 1.30 | 544.70 | ||
| 732-01-D | plastic pavement striping (12" width) | 987 | LNFT | 6.00 | 5,922.00 | 1.50 | 1,480.50 | 2.50 | 2,467.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.118 | MILE | 2,700.00 | 32,718.60 | 2,500.00 | 30,295.00 | 2,600.00 | 31,506.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.059 | MILE | 1,200.00 | 7,270.80 | 850.00 | 5,150.15 | 850.00 | 5,150.15 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 300.00 | 1,200.00 | 210.00 | 840.00 | 225.00 | 900.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 600.00 | 1,200.00 | 210.00 | 420.00 | 260.00 | 520.00 | ||
| 735-01 | mailboxes | 7 | EACH | 10.00 | 70.00 | 1.00 | 7.00 | 100.00 | 700.00 | ||
| 735-02 | mailbox supports (single) | 7 | EACH | 125.00 | 875.00 | 205.00 | 1,435.00 | 220.00 | 1,540.00 | ||
| 740-01 | construction layout | lump | LUMP | 6,700.00 | 6,700.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | ||
| S-001 | rumble strips (ground-in) | 12.1 | MILE | 900.00 | 10,890.00 | 850.00 | 10,285.00 | 650.00 | 7,865.00 | ||
| S-002 | tree trimming | lump | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | ||
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
5,959 | LNFT | 1.50 | 8,938.50 | 1.55 | 9,236.45 | 1.79 | 10,666.61 | ||
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
3,141 | LNFT | 1.50 | 4,711.50 | 1.55 | 4,868.55 | 1.90 | 5,967.90 | ||
| S-005 | sawcuts in asphaltic concrete lifts | 9,100 | LNFT | 1.25 | 11,375.00 | 0.95 | 8,645.00 | 1.00 | 9,100.00 | ||
| S-006 | saw cutting asphaltic concrete pavements | 16,272 | INFT | 0.20 | 3,254.40 | 0.15 | 2,440.80 | 0.80 | 13,017.60 | ||
| S-007 | saw cutting asphaltic concrete pavement over portland cement concrete composite pavement |
85,037 | INFT | 0.10 | 8,503.70 | 0.15 | 12,755.55 | 0.60 | 51,022.20 | ||
| CONTRACTOR TOTAL | 2,997,651.66 | 3,069,780.84 | 3,655,072.63 | ||||||||