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| DBE GOAL FED | |||
| Lead Project: 026-08-0025 | |||
| Parish: RICHLAND | |||
| Routes: US 425 | |||
| Description: JCT LA 856 - JCT LA 137 AND JCT LA 15 - JCT I-20 | |||
| Type Const:
drain struct, cold planing acp, asphaltic surface trmt, ultra-thin hmac wearing course system, superpave acp overlay and related work | |||
| Estimated Construction Cost: $2,720,503.09 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,370,525.00 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,377,418.81 |
| 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 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-H | removal of guard rail | 1,330 | LNFT | 5.50 | 7,315.00 | 8.00 | 10,640.00 | ||||
| 203-07 | borrow (vehicular measurement) | 230 | CUYD | 28.00 | 6,440.00 | 25.00 | 5,750.00 | ||||
| 502-01 | superpave asphaltic concrete | 421.4 | TON | 275.00 | 115,885.00 | 200.00 | 84,280.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
255.6 | TON | 184.00 | 47,030.40 | 200.00 | 51,120.00 | ||||
| 507-01-A | asphaltic material (crs-2p cold applied emulsion) | 30,394 | GAL | 2.25 | 68,386.50 | 4.00 | 121,576.00 | ||||
| 507-02-A | aggregate (s1) | 98,045 | SQYD | 1.25 | 122,556.25 | 0.75 | 73,533.75 | ||||
| 509-01 | cold planing asphaltic pavement | 5,108 | SQYD | 14.00 | 71,512.00 | 7.00 | 35,756.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 143 | CUYD | 0.10 | - 14.30 | 0.01 | - 1.43 | ||||
| 510-01-C | pavement patching (18" minimum thickness) | 150 | SQYD | 195.00 | 29,250.00 | 200.00 | 30,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 7 | EACH | 5,000.00 | 35,000.00 | 1,600.00 | 11,200.00 | ||||
| 702-08-B | side drain safety end (type 2) | 1 | EACH | 7,000.00 | 7,000.00 | 2,600.00 | 2,600.00 | ||||
| 704-03 | blocked out guard rail | 975.2 | LNFT | 20.00 | 19,504.00 | 18.00 | 17,553.60 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 55.00 | 11,000.00 | 51.00 | 10,200.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,300.00 | 18,400.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 46,000.00 | 46,000.00 | 115,000.00 | 115,000.00 | ||||
| 713-02-C | temporary pavement markings (8" width) | 205 | LNFT | 0.35 | 71.75 | 3.00 | 615.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.976 | MILE | 300.00 | 4,492.80 | 300.00 | 4,492.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 29.952 | MILE | 550.00 | 16,473.60 | 1.00 | 29.95 | ||||
| 713-05-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 66.00 | 132.00 | 250.00 | 500.00 | ||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,954 | EACH | 0.40 | 781.60 | 0.01 | 19.54 | ||||
| 716-01-A | mulch (vegetative) | 0.2 | TON | 5,500.00 | 1,100.00 | 1,000.00 | 200.00 | ||||
| 717-01 | seeding | 4 | LB | 110.00 | 440.00 | 100.00 | 400.00 | ||||
| 718-01 | fertilizer | 74 | LB | 11.00 | 814.00 | 10.00 | 740.00 | ||||
| 727-01 | mobilization | lump | LUMP | 137,000.00 | 137,000.00 | 120,000.00 | 120,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 77.00 | 616.00 | 70.00 | 560.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,954 | EACH | 5.00 | 9,770.00 | 6.50 | 12,701.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 205 | LNFT | 1.00 | 205.00 | 6.00 | 1,230.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.952 | MILE | 2,300.00 | 66,589.60 | 2,300.00 | 66,589.60 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 14.976 | MILE | 800.00 | 11,980.80 | 1,200.00 | 17,971.20 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 175.00 | 350.00 | 500.00 | 1,000.00 | ||||
| 735-01 | mailboxes | 44 | EACH | 1.00 | 44.00 | 20.00 | 880.00 | ||||
| 735-02 | mailbox supports (single) | 42 | EACH | 120.00 | 5,040.00 | 185.00 | 7,770.00 | ||||
| 735-03 | mailbox supports (double) | 1 | EACH | 175.00 | 175.00 | 225.00 | 225.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | ||||
| S-001 | ultra-thin hmac wearing course system (0.75 inch thick) | 244,014 | SQYD | 6.00 | 1,464,084.00 | 6.20 | 1,512,886.80 | ||||
| S-002 | cleaning existing ditches | 200 | LNFT | 40.00 | 8,000.00 | 20.00 | 4,000.00 | ||||
| S-003 | rumble strips (ground-in) | 30.0 | MILE | 750.00 | 22,500.00 | 650.00 | 19,500.00 | ||||
| CONTRACTOR TOTAL | 2,370,525.00 | 2,377,418.81 | |||||||||