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| DBE GOAL FED | |||
| Lead Project: 326-01-0028 | |||
| Parish: OUACHITA | |||
| Routes: LA 594 | |||
| Description: LA 15 - GARRETT ROAD | |||
| Type Const:
grading, cold planing asphaltic concrete, class ii base course, superpave asphaltic concrete pavement, pccp, asphaltic surface treatment and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,830,185.48 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,998,143.81 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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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 | 10,700.00 | 10,700.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 164 | SQYD | 11.00 | 1,804.00 | 15.00 | 2,460.00 | ||||
| 202-02-D | removal of concrete walks & drives | 374 | SQYD | 11.00 | 4,114.00 | 6.00 | 2,244.00 | ||||
| 202-02-E | removal of concrete curbs | 156.0 | LNFT | 5.33 | 831.48 | 2.00 | 312.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 241.8 | SQYD | 5.00 | 1,209.00 | 8.00 | 1,934.40 | ||||
| 202-02-H | removal of guard rail | 200 | LNFT | 3.20 | 640.00 | 15.00 | 3,000.00 | ||||
| 203-01 | general excavation | 1,425 | CUYD | 13.00 | 18,525.00 | 9.00 | 12,825.00 | ||||
| 203-08 | borrow (vehicular measurement) | 2,625 | CUYD | 26.50 | 69,562.50 | 20.00 | 52,500.00 | ||||
| 302-02-C | class ii base course (10" thick) | 866.8 | SQYD | 53.30 | 46,200.44 | 20.00 | 17,336.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
104 | CUYD | 19.00 | 1,976.00 | 25.00 | 2,600.00 | ||||
| 502-01 | superpave asphaltic concrete | 11,001.2 | TON | 50.55 | 556,110.66 | 62.00 | 682,074.40 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,034.7 | TON | 79.15 | 81,896.50 | 85.00 | 87,949.50 | ||||
| 507-01-A | asphaltic surface treatment (1 application) | 10,722 | SQYD | 2.13 | 22,837.86 | 1.80 | 19,299.60 | ||||
| 509-01 | cold planing asphaltic pavement | 76,309 | SQYD | 1.68 | 128,199.12 | 2.00 | 152,618.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,904 | CUYD | 0.10 | - 290.40 | 0.01 | - 29.04 | ||||
| 601-01-I | portland cement concrete pavement (9" thick) | 847.1 | SQYD | 85.33 | 72,283.04 | 85.00 | 72,003.50 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
3,348 | LNFT | 5.33 | 17,844.84 | 1.50 | 5,022.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,679 | LNFT | 5.33 | 14,279.07 | 1.75 | 4,688.25 | ||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
16.0 | SQYD | 195.00 | 3,120.00 | 200.00 | 3,200.00 | ||||
| 702-04-A | adjusting manholes | 9 | EACH | 960.00 | 8,640.00 | 1,200.00 | 10,800.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 462.0 | LNFT | 25.00 | 11,550.00 | 35.00 | 16,170.00 | ||||
| 704-03 | blocked out guard rail | 56.3 | LNFT | 17.50 | 985.25 | 20.00 | 1,126.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 46.00 | 1,150.00 | 40.00 | 1,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 1,950.00 | 1,950.00 | 2,000.00 | 2,000.00 | ||||
| 706-02-C | concrete drive (6" thick) | 374.9 | SQYD | 55.00 | 20,619.50 | 60.00 | 22,494.00 | ||||
| 707-01 | concrete curb | 65.0 | LNFT | 16.00 | 1,040.00 | 17.00 | 1,105.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,095.05 | 7,095.05 | 95,000.00 | 95,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 6,102 | LNFT | 0.32 | 1,952.64 | 0.50 | 3,051.00 | ||||
| 713-03-D | temporary pavement markings (12" width) | 240 | LNFT | 0.48 | 115.20 | 3.00 | 720.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 2,376 | LNFT | 0.96 | 2,280.96 | 0.70 | 1,663.20 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
16.688 | MILE | 320.00 | 5,340.16 | 160.00 | 2,670.08 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.724 | MILE | 320.00 | 4,071.68 | 135.00 | 1,717.74 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 22.738 | MILE | 640.00 | 14,552.32 | 285.00 | 6,480.33 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 42 | EACH | 55.00 | 2,310.00 | 80.00 | 3,360.00 | ||||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 8 | EACH | 55.00 | 440.00 | 100.00 | 800.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 34 | EACH | 55.00 | 1,870.00 | 95.00 | 3,230.00 | ||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 220.00 | 1,320.00 | 125.00 | 750.00 | ||||
| 716-01-A | mulch (vegetative) | 1.24 | ACRE | 650.00 | 806.00 | 565.00 | 700.60 | ||||
| 717-01 | seeding | 56 | LB | 8.00 | 448.00 | 5.85 | 327.60 | ||||
| 718-01 | fertilizer | 1,240 | LB | 0.25 | 310.00 | 0.17 | 210.80 | ||||
| 724-01-C | pavement patching (8 1/2" minimum thickness) | 53 | SQYD | 110.00 | 5,830.00 | 105.00 | 5,565.00 | ||||
| 724-01-D | pavement patching (16" minimum thickness) | 267 | SQYD | 107.00 | 28,569.00 | 105.00 | 28,035.00 | ||||
| 724-02 | pavement widening | 4,270.9 | SQYD | 50.00 | 213,545.00 | 35.00 | 149,481.50 | ||||
| 727-01 | mobilization | lump | LUMP | 73,000.00 | 73,000.00 | 125,000.00 | 125,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 1 | EACH | 80.00 | 80.00 | 70.00 | 70.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,051 | EACH | 5.33 | 10,931.83 | 6.50 | 13,331.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 3,051 | LNFT | 1.07 | 3,264.57 | 2.50 | 7,627.50 | ||||
| 732-01-D | plastic pavement striping (12" width) | 120 | LNFT | 1.60 | 192.00 | 16.50 | 1,980.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,188 | LNFT | 3.20 | 3,801.60 | 4.50 | 5,346.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.369 | MILE | 2,069.00 | 23,522.46 | 2,950.00 | 33,538.55 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.362 | MILE | 746.00 | 4,746.05 | 900.00 | 5,725.80 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 21 | EACH | 160.00 | 3,360.00 | 350.00 | 7,350.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 4 | EACH | 160.00 | 640.00 | 500.00 | 2,000.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 17 | EACH | 160.00 | 2,720.00 | 350.00 | 5,950.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 3 | EACH | 425.00 | 1,275.00 | 650.00 | 1,950.00 | ||||
| 732-05 | removal of existing markings | 0.405 | MILE | 4,440.00 | 1,798.20 | 22,000.00 | 8,910.00 | ||||
| 735-01 | mailboxes | 33 | EACH | 12.00 | 396.00 | 5.00 | 165.00 | ||||
| 735-02 | mailbox supports (single) | 31 | EACH | 150.00 | 4,650.00 | 130.00 | 4,030.00 | ||||
| 735-03 | mailbox supports (double) | 1 | EACH | 300.00 | 300.00 | 175.00 | 175.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,500.00 | 10,500.00 | 15,000.00 | 15,000.00 | ||||
| 741-11 | adjusting water valve and meter box | 3 | EACH | 745.00 | 2,235.00 | 700.00 | 2,100.00 | ||||
| S-001 | ultra thin asphaltic concrete wearing course | 59,422 | SQYD | 4.95 | 294,138.90 | 4.50 | 267,399.00 | ||||
| CONTRACTOR TOTAL | 1,830,185.48 | 1,998,143.81 | |||||||||