| |||
| Lead Project: 026-06-0061 | |||
| Parish: FRANKLIN | |||
| Routes: US 425 | |||
| Description: LA 128 - N. JCT. LA 3210 | |||
| Type Const:
cold planing acp, superpave acp overlay, ultra-thin hmac wearing course system, asphaltic surface treatment, and related work. | |||
| Estimated Construction Cost: $1,453,436.84 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,463,428.71 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,640,645.16 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $1,700,585.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - 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 | ||||
| 202-02-G | removal of surfacing & stabilized base | 503.7 | SQYD | 10.00 | 5,037.00 | 21.00 | 10,577.70 | 18.00 | 9,066.60 | ||
| 202-02-H | removal of guard rail | 1,530 | LNFT | 25.00 | 38,250.00 | 8.00 | 12,240.00 | 6.00 | 9,180.00 | ||
| 203-07 | borrow (vehicular measurement) | 180 | CUYD | 30.00 | 5,400.00 | 60.00 | 10,800.00 | 55.00 | 9,900.00 | ||
| 502-01 | superpave asphaltic concrete | 2,102.5 | TON | 130.00 | 273,325.00 | 125.00 | 262,812.50 | 135.00 | 283,837.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
346.1 | TON | 150.00 | 51,915.00 | 150.00 | 51,915.00 | 200.00 | 69,220.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 21,247 | GAL | 4.50 | 95,611.50 | 5.40 | 114,733.80 | 4.25 | 90,299.75 | ||
| 507-02-B | aggregate (s2) | 40,317 | SQYD | 1.20 | 48,380.40 | 1.50 | 60,475.50 | 1.20 | 48,380.40 | ||
| 507-02-C | aggregate (s3) | 17,469 | SQYD | 1.00 | 17,469.00 | 1.10 | 19,215.90 | 0.90 | 15,722.10 | ||
| 509-01 | cold planing asphaltic pavement | 21,074 | SQYD | 2.25 | 47,416.50 | 3.00 | 63,222.00 | 2.75 | 57,953.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 529 | CUYD | 0.01 | - 5.29 | 0.10 | - 52.90 | 0.10 | - 52.90 | ||
| 510-01-C | pavement patching (18" minimum thickness) | 285 | SQYD | 175.00 | 49,875.00 | 195.00 | 55,575.00 | 200.00 | 57,000.00 | ||
| 704-03 | blocked out guard rail | 250.2 | LNFT | 21.00 | 5,254.20 | 22.00 | 5,504.40 | 21.00 | 5,254.20 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 43.00 | 2,150.00 | 43.00 | 2,150.00 | 45.00 | 2,250.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 59.00 | 5,900.00 | 60.00 | 6,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 11,000.00 | 11,000.00 | 35,000.00 | 35,000.00 | 125,000.00 | 125,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 475 | LNFT | 0.40 | 190.00 | 0.25 | 118.75 | 1.60 | 760.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.992 | MILE | 450.00 | 4,046.40 | 130.00 | 1,168.96 | 250.00 | 2,248.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.992 | MILE | 400.00 | 3,596.80 | 320.00 | 2,877.44 | 225.00 | 2,023.20 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.220 | MILE | 650.00 | 8,593.00 | 630.00 | 8,328.60 | 375.00 | 4,957.50 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 3 | EACH | 60.00 | 180.00 | 55.00 | 165.00 | 150.00 | 450.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 3 | EACH | 90.00 | 270.00 | 55.00 | 165.00 | 150.00 | 450.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 631 | EACH | 1.00 | 631.00 | 1.75 | 1,104.25 | 2.00 | 1,262.00 | ||
| 716-01-A | mulch (vegetative) | 0.2 | TON | 3,100.00 | 620.00 | 3,200.00 | 640.00 | 3,000.00 | 600.00 | ||
| 717-01 | seeding | 5 | LB | 26.00 | 130.00 | 27.00 | 135.00 | 25.00 | 125.00 | ||
| 718-01 | fertilizer | 120 | LB | 2.50 | 300.00 | 3.00 | 360.00 | 3.00 | 360.00 | ||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 144,000.00 | 144,000.00 | 170,000.00 | 170,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 80.00 | 320.00 | 75.00 | 300.00 | ||
| 731-02 | reflectorized raised pavement markers | 602 | EACH | 6.00 | 3,612.00 | 5.00 | 3,010.00 | 8.00 | 4,816.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 475 | LNFT | 1.00 | 475.00 | 1.10 | 522.50 | 5.00 | 2,375.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.456 | MILE | 3,000.00 | 25,368.00 | 2,600.00 | 21,985.60 | 3,000.00 | 25,368.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.228 | MILE | 900.00 | 3,805.20 | 650.00 | 2,748.20 | 1,200.00 | 5,073.60 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 210.00 | 210.00 | 225.00 | 225.00 | 800.00 | 800.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 225.00 | 225.00 | 225.00 | 225.00 | 800.00 | 800.00 | ||
| 732-05 | removal of existing markings | 4.228 | MILE | 4,000.00 | 16,912.00 | 4,000.00 | 16,912.00 | 3,300.00 | 13,952.40 | ||
| 735-01 | mailboxes | 2 | EACH | 5.00 | 10.00 | 1.00 | 2.00 | 25.00 | 50.00 | ||
| 735-02 | mailbox supports (single) | 2 | EACH | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | ||
| S-001 | ultra-thin hmac wearing course system (0.75 inch thick) | 71,116 | SQYD | 9.00 | 640,044.00 | 9.80 | 696,936.80 | 9.00 | 640,044.00 | ||
| S-002 | sawcuts for pavement patching | 262 | LNFT | 6.00 | 1,572.00 | 12.35 | 3,235.70 | 30.00 | 7,860.00 | ||
| S-003 | rumble strips (ground-in) | 4.2 | MILE | 1,300.00 | 5,460.00 | 1,926.30 | 8,090.46 | 2,000.00 | 8,400.00 | ||
| CONTRACTOR TOTAL | 1,463,428.71 | 1,640,645.16 | 1,700,585.85 | ||||||||