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| Lead Project: 856-08-0007 | |||
| Parish: UNION | |||
| Routes: LA 3121 | |||
| Description: LA 15 - LA 558 | |||
| Type Const:
grading, drainage structures, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $3,120,192.48 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $3,186,496.26 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,212,532.82 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 24,500.00 | 24,500.00 | ||||
| 202-02-D | removal of concrete walks & drives | 147 | SQYD | 16.00 | 2,352.00 | 20.00 | 2,940.00 | ||||
| 203-07 | borrow (vehicular measurement) | 2,362 | CUYD | 20.00 | 47,240.00 | 18.00 | 42,516.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 8,736 | CUYD | 7.00 | 61,152.00 | 18.00 | 157,248.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 81,821 | SQYD | 10.25 | 838,665.25 | 10.65 | 871,393.65 | ||||
| 308-02 | removal of existing patches | 200 | SQYD | 12.00 | 2,400.00 | 100.00 | 20,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
141 | CUYD | 80.00 | 11,280.00 | 140.00 | 19,740.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,101.0 | CUYD | 15.00 | 31,515.00 | 90.00 | 189,090.00 | ||||
| 502-01 | superpave asphaltic concrete | 8,609.0 | TON | 142.00 | 1,222,478.00 | 98.00 | 843,682.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,492.4 | TON | 142.00 | 211,920.80 | 150.00 | 223,860.00 | ||||
| 701-01-U | cross drain pipe (84" rcp) | 100 | LNFT | 725.00 | 72,500.00 | 1,000.00 | 100,000.00 | ||||
| 701-02-G/H | cross drain pipe arch (42" equiv. rcpa or 48" equiv. cmpa) |
48 | LNFT | 250.00 | 12,000.00 | 350.00 | 16,800.00 | ||||
| 701-02-I/J | cross drain pipe arch (54" equiv. rcpa or 60" equiv. cmpa) |
48 | LNFT | 325.00 | 15,600.00 | 485.00 | 23,280.00 | ||||
| 701-10-F | reinforced concrete pipe (extension)(15") | 20 | LNFT | 130.00 | 2,600.00 | 160.00 | 3,200.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 4 | LNFT | 130.00 | 520.00 | 160.00 | 640.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 155.00 | 1,240.00 | 200.00 | 1,600.00 | ||||
| 701-12-G | corrugated metal pipe (extension)(18") | 6 | LNFT | 120.00 | 720.00 | 130.00 | 780.00 | ||||
| 701-12-I | corrugated metal pipe (extension)(24") | 28 | LNFT | 150.00 | 4,200.00 | 160.00 | 4,480.00 | ||||
| 701-15 | concrete collar | 13 | EACH | 800.00 | 10,400.00 | 1,000.00 | 13,000.00 | ||||
| 706-02-C | concrete drive (6" thick) | 111.0 | SQYD | 65.00 | 7,215.00 | 78.00 | 8,658.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 175,000.00 | 175,000.00 | 50,000.00 | 50,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.191 | MILE | 250.00 | 4,547.75 | 1.00 | 18.19 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.368 | MILE | 200.00 | 273.60 | 1.00 | 1.37 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 71.109 | MILE | 1.00 | 71.11 | 1.00 | 71.11 | ||||
| 716-01-A | mulch (vegetative) | 11.8 | TON | 1,000.00 | 11,800.00 | 500.00 | 5,900.00 | ||||
| 717-01 | seeding | 531 | LB | 6.75 | 3,584.25 | 9.00 | 4,779.00 | ||||
| 718-01 | fertilizer | 11,800 | LB | 0.25 | 2,950.00 | 0.65 | 7,670.00 | ||||
| 726-01 | bedding material | 179.4 | CUYD | 110.00 | 19,734.00 | 125.00 | 22,425.00 | ||||
| 727-01 | mobilization | lump | LUMP | 225,000.00 | 225,000.00 | 275,000.00 | 275,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 19 | EACH | 100.00 | 1,900.00 | 110.00 | 2,090.00 | ||||
| 731-02 | reflectorized raised pavement markers | 802 | EACH | 8.50 | 6,817.00 | 6.00 | 4,812.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.703 | MILE | 3,500.00 | 82,960.50 | 3,200.00 | 75,849.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.456 | MILE | 2,000.00 | 912.00 | 900.00 | 410.40 | ||||
| 735-01 | mailboxes | 41 | EACH | 25.00 | 1,025.00 | 6.50 | 266.50 | ||||
| 735-02 | mailbox supports (single) | 28 | EACH | 125.00 | 3,500.00 | 200.00 | 5,600.00 | ||||
| 735-03 | mailbox supports (double) | 5 | EACH | 200.00 | 1,000.00 | 250.00 | 1,250.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 325.00 | 325.00 | ||||
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 | ||||
| S-001 | tree trimming | lump | LUMP | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 | ||||
| S-002 | cleaning existing ditches | 1,425 | LNFT | 9.00 | 12,825.00 | 9.00 | 12,825.00 | ||||
| S-003 | saw cutting concrete drives (6" depth) | 104 | LNFT | 12.00 | 1,248.00 | 8.00 | 832.00 | ||||
| CONTRACTOR TOTAL | 3,186,496.26 | 3,212,532.82 | |||||||||