| |||
| DBE GOAL FED | |||
| Lead Project: 053-03-0036 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 1 | |||
| Description: N. JCT. LA 490 - S. JCT. LA 119 | |||
| Type Const:
grading,drain struct,cold planing asph pavement,asphaltic surface trmt,superpave asph conc ovly,pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,570,465.95 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,600,356.96 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-H | removal of guard rail | 496 | LNFT | 5.00 | 2,480.00 | 4.00 | 1,984.00 | ||||
| 203-08 | borrow (vehicular measurement) | 70 | CUYD | 15.00 | 1,050.00 | 20.00 | 1,400.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,267 | CUYD | 12.00 | 15,204.00 | 34.00 | 43,078.00 | ||||
| 502-01 | superpave asphaltic concrete | 13,730.1 | TON | 55.00 | 755,155.50 | 53.75 | 737,992.87 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
554.8 | TON | 90.00 | 49,932.00 | 84.00 | 46,603.20 | ||||
| 507-01-A | asphaltic surface treatment (1 application) | 53,792 | SQYD | 1.50 | 80,688.00 | 1.50 | 80,688.00 | ||||
| 509-01 | cold planing asphaltic pavement | 91,091 | SQYD | 1.00 | 91,091.00 | 1.50 | 136,636.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,293 | CUYD | 1.00 | - 2,293.00 | 0.10 | - 229.30 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 16 | LNFT | 185.00 | 2,960.00 | 162.00 | 2,592.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 900.00 | 900.00 | 1,300.00 | 1,300.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 900.0 | LNFT | 27.00 | 24,300.00 | 28.00 | 25,200.00 | ||||
| 704-03 | blocked out guard rail | 137.5 | LNFT | 17.00 | 2,337.50 | 17.00 | 2,337.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 50.00 | 5,000.00 | 53.00 | 5,300.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,900.00 | 7,600.00 | 2,000.00 | 8,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.708 | MILE | 400.00 | 5,883.20 | 135.00 | 1,985.58 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.287 | MILE | 300.00 | 1,286.10 | 270.00 | 1,157.49 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 50.933 | MILE | 250.00 | 12,733.25 | 540.00 | 27,503.82 | ||||
| 717-01 | seeding | 30 | LB | 7.50 | 225.00 | 8.00 | 240.00 | ||||
| 718-01 | fertilizer | 1,000 | LB | 5.50 | 5,500.00 | 0.54 | 540.00 | ||||
| 721-01 | asphalt mulch | 2,420 | GAL | 2.50 | 6,050.00 | 2.17 | 5,251.40 | ||||
| 724-01-C | pavement patching (8.5" minimum thickness) | 200 | SQYD | 50.00 | 10,000.00 | 90.00 | 18,000.00 | ||||
| 724-01-D | pavement patching (17" minimum thickness) | 1,400 | SQYD | 90.00 | 126,000.00 | 100.00 | 140,000.00 | ||||
| 724-03 | pavement joint repair | 200.0 | TON | 170.00 | 34,000.00 | 200.00 | 40,000.00 | ||||
| 726-01 | bedding material | 4.2 | CUYD | 80.00 | 336.00 | 70.00 | 294.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 55.00 | 110.00 | 54.00 | 108.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 65.00 | 260.00 | 67.00 | 268.00 | ||||
| 731-02 | reflectorized raised pavement markers | 866 | EACH | 5.00 | 4,330.00 | 5.00 | 4,330.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.620 | MILE | 2,000.00 | 45,240.00 | 2,100.00 | 47,502.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.972 | MILE | 750.00 | 1,479.00 | 750.00 | 1,479.00 | ||||
| 735-01 | mailboxes | 22 | EACH | 25.00 | 550.00 | 12.00 | 264.00 | ||||
| 735-02 | mailbox supports (single) | 18 | EACH | 150.00 | 2,700.00 | 150.00 | 2,700.00 | ||||
| 735-03 | mailbox supports (double) | 3 | EACH | 200.00 | 600.00 | 200.00 | 600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 36,000.00 | 36,000.00 | 5,000.00 | 5,000.00 | ||||
| S-001 | sawcuts in asphaltic concrete lifts | 123,000 | LNFT | 0.50 | 61,500.00 | 0.60 | 73,800.00 | ||||
| S-002 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
50,912 | LNFT | 0.80 | 40,729.60 | 1.00 | 50,912.00 | ||||
| S-003 | sawing and sealing transverse joints in asphaltic concrete overlay |
25,686 | LNFT | 0.80 | 20,548.80 | 1.15 | 29,538.90 | ||||
| CONTRACTOR TOTAL | 1,570,465.95 | 1,600,356.96 | |||||||||