| |||
| Lead Project: 020-02-0033 | |||
| Parish: TENSAS | |||
| Routes: US 65 | |||
| Description: LA 568 NORTH - LA 128 NORTH | |||
| Type Const:
grading, superpave asphaltic concrete pavement, cold planing asphaltic concrete, pavement patching, and related work. | |||
| Estimated Construction Cost: $4,258,741.44 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $3,848,118.70 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,048,049.55 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,080,381.65 |
| 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 | 3,000.00 | 3,000.00 | 37,000.00 | 37,000.00 | 170,000.00 | 170,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 86 | SQYD | 22.00 | 1,892.00 | 22.00 | 1,892.00 | 16.00 | 1,376.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,727.8 | SQYD | 7.00 | 33,094.60 | 8.00 | 37,822.40 | 12.00 | 56,733.60 | ||
| 203-07 | borrow (vehicular measurement) | 1,145 | CUYD | 30.00 | 34,350.00 | 25.00 | 28,625.00 | 20.00 | 22,900.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
58 | CUYD | 35.00 | 2,030.00 | 110.00 | 6,380.00 | 70.00 | 4,060.00 | ||
| 502-01 | superpave asphaltic concrete | 19,486.5 | TON | 93.00 | 1,812,244.50 | 94.00 | 1,831,731.00 | 91.00 | 1,773,271.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
24.8 | TON | 193.00 | 4,786.40 | 175.00 | 4,340.00 | 220.00 | 5,456.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 32,001 | GAL | 3.00 | 96,003.00 | 2.50 | 80,002.50 | 3.00 | 96,003.00 | ||
| 507-02-B | aggregate (s2) | 78,050 | SQYD | 1.00 | 78,050.00 | 1.50 | 117,075.00 | 1.10 | 85,855.00 | ||
| 509-01 | cold planing asphaltic pavement | 103,117 | SQYD | 2.50 | 257,792.50 | 3.15 | 324,818.55 | 2.00 | 206,234.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,740 | CUYD | 0.01 | - 17.40 | 0.10 | - 174.00 | 0.01 | - 17.40 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 787 | SQYD | 150.00 | 118,050.00 | 120.00 | 94,440.00 | 145.00 | 114,115.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
59,286 | LNFT | 1.80 | 106,714.80 | 1.75 | 103,750.50 | 1.60 | 94,857.60 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
21,780 | LNFT | 2.40 | 52,272.00 | 2.00 | 43,560.00 | 2.00 | 43,560.00 | ||
| 602-03 | cleaning and sealing cracks | 1,500 | LNFT | 4.00 | 6,000.00 | 3.00 | 4,500.00 | 3.00 | 4,500.00 | ||
| 602-05-G | full depth patching of jointed concrete pavement (8" thick) |
1,518.0 | SQYD | 185.00 | 280,830.00 | 175.00 | 265,650.00 | 190.00 | 288,420.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 16 | LNFT | 250.00 | 4,000.00 | 185.00 | 2,960.00 | 250.00 | 4,000.00 | ||
| 701-15 | concrete collar | 2 | EACH | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | 900.00 | 1,800.00 | ||
| 706-02-C | concrete drive (6" thick) | 35.6 | SQYD | 75.00 | 2,670.00 | 75.00 | 2,670.00 | 60.00 | 2,136.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.406 | MILE | 225.00 | 2,791.35 | 150.00 | 1,860.90 | 400.00 | 4,962.40 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.786 | MILE | 200.00 | 2,357.20 | 325.00 | 3,830.45 | 600.00 | 7,071.60 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 29.164 | MILE | 250.00 | 7,291.00 | 550.00 | 16,040.20 | 900.00 | 26,247.60 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 4 | EACH | 175.00 | 700.00 | 52.00 | 208.00 | 65.00 | 260.00 | ||
| 716-01-A | mulch (vegetative) | 3.7 | TON | 500.00 | 1,850.00 | 375.00 | 1,387.50 | 450.00 | 1,665.00 | ||
| 717-01 | seeding | 83 | LB | 10.00 | 830.00 | 8.00 | 664.00 | 9.00 | 747.00 | ||
| 718-01 | fertilizer | 1,840 | LB | 0.50 | 920.00 | 0.45 | 828.00 | 0.50 | 920.00 | ||
| 726-01 | bedding material | 7.2 | CUYD | 100.00 | 720.00 | 95.00 | 684.00 | 100.00 | 720.00 | ||
| 727-01 | mobilization | lump | LUMP | 275,000.00 | 275,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 95.00 | 190.00 | 100.00 | 200.00 | 85.00 | 170.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,319 | EACH | 7.00 | 9,233.00 | 5.00 | 6,595.00 | 5.50 | 7,254.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.864 | MILE | 3,500.00 | 76,524.00 | 2,500.00 | 54,660.00 | 2,800.00 | 61,219.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.603 | MILE | 2,000.00 | 19,206.00 | 750.00 | 7,202.25 | 850.00 | 8,162.55 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 600.00 | 1,200.00 | 150.00 | 300.00 | 200.00 | 400.00 | ||
| S-001 | milling concrete pavement | 1,586 | SQYD | 20.00 | 31,720.00 | 18.00 | 28,548.00 | 5.50 | 8,723.00 | ||
| S-002 | breaking and seating pavement | 22,643 | SQYD | 1.75 | 39,625.25 | 1.35 | 30,568.05 | 1.80 | 40,757.40 | ||
| S-003 | rumble strips (ground-in) | 10.8 | MILE | 1,100.00 | 11,880.00 | 900.00 | 9,720.00 | 800.00 | 8,640.00 | ||
| S-004 | stone shoulder drains | 78 | EACH | 500.00 | 39,000.00 | 920.00 | 71,760.00 | 500.00 | 39,000.00 | ||
| S-005 | sawcuts for pavement patching | 1,660 | LNFT | 6.00 | 9,960.00 | 4.50 | 7,470.00 | 8.50 | 14,110.00 | ||
| S-006 | saw cutting driveways (6" deep) | 36 | LNFT | 9.00 | 324.00 | 11.00 | 396.00 | 17.50 | 630.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
68,532 | LNFT | 1.25 | 85,665.00 | 1.25 | 85,665.00 | 1.30 | 89,091.60 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
26,335 | LNFT | 1.50 | 39,502.50 | 1.35 | 35,552.25 | 1.50 | 39,502.50 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 94,867 | LNFT | 1.00 | 94,867.00 | 1.00 | 94,867.00 | 1.00 | 94,867.00 | ||
| CONTRACTOR TOTAL | 3,848,118.70 | 4,048,049.55 | 4,080,381.65 | ||||||||