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| DBE GOAL FED | |||
| Lead Project: 450-38-0022 | |||
| Parish: ST CHARLES | |||
| Routes: I-310 | |||
| Description: S. END MISS. RIVER BR. - US 90 | |||
| Type Const:
cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,938,898.85 | |||
| Maximum Number of Days Allowed for Construction: 240 | |||
| Calculated Daily User Cost: $15,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $2,180,077.00 | 240 | $5,780,077.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 2,359 | LNFT | 6.50 | 15,333.50 | ||||||
| 202-02-I | removal of asphalt | 416.0 | SQYD | 40.00 | 16,640.00 | ||||||
| 202-02-J | removal of pcc pavement | 258.9 | SQYD | 25.00 | 6,472.50 | ||||||
| 203-07 | borrow (vehicular measurement) | 3,150 | CUYD | 25.00 | 78,750.00 | ||||||
| 502-01 | superpave asphaltic concrete | 2,247.8 | TON | 155.00 | 348,409.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
984.3 | TON | 265.00 | 260,839.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 21,185 | SQYD | 4.00 | 84,740.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 883 | CUYD | 1.00 | - 883.00 | ||||||
| 510-01-A | pavement patching (6" minimum thickness) | 100 | SQYD | 100.00 | 10,000.00 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
90,953 | LNFT | 1.75 | 159,167.75 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
42,898 | LNFT | 2.00 | 85,796.00 | ||||||
| 602-03 | cleaning and sealing cracks | 300 | LNFT | 3.50 | 1,050.00 | ||||||
| 602-05-M-03 | full depth patching of jointed concrete pavement | 1,421.6 | SQYD | 185.00 | 262,996.00 | ||||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 262.5 | LNFT | 75.00 | 19,687.50 | ||||||
| 704-03 | blocked out guard rail | 1,606.4 | LNFT | 20.00 | 32,128.00 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.5 | LNFT | 100.00 | 3,750.00 | ||||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 100.0 | LNFT | 80.00 | 8,000.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 75.00 | 15,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 14 | EACH | 3,200.00 | 44,800.00 | ||||||
| 707-01 | concrete curb | 80.0 | LNFT | 80.00 | 6,400.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 210,000.00 | 210,000.00 | ||||||
| 713-02-A | temporary pavement markings (4" width) | 1,000 | LNFT | 1.00 | 1,000.00 | ||||||
| 717-01 | seeding | 162 | LB | 9.50 | 1,539.00 | ||||||
| 718-01 | fertilizer | 5,390 | LB | 0.40 | 2,156.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 210,000.00 | 210,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 26 | EACH | 50.00 | 1,300.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 500 | EACH | 14.00 | 7,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,800 | EACH | 5.00 | 14,000.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 60 | LNFT | 0.80 | 48.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 2,314 | LNFT | 3.00 | 6,942.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.636 | MILE | 2,500.00 | 44,090.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.313 | MILE | 750.00 | 6,984.75 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 200.00 | 400.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 200.00 | 400.00 | ||||||
| 732-05 | removal of existing markings | 26.949 | MILE | 4,500.00 | 121,270.50 | ||||||
| 736-09 | loop detector | 470 | LNFT | 15.00 | 7,050.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 34,000.00 | 34,000.00 | ||||||
| S-001 | rumble strips (ground-in) | 10.6 | MILE | 1,200.00 | 12,720.00 | ||||||
| S-002 | dynamic message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | ||||||
| S-003 | straightening existing signs | 10 | EACH | 10.00 | 100.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 2,180,077.00 | ||||||||||
| NUMBER OF DAYS BID AT $15,000 PER DAY. | 3,600,000.00 | ||||||||||
| TOTAL BID | 5,780,077.00 | ||||||||||