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| Lead Project: 083-30-0011 | |||
| Parish: CLAIBORNE | |||
| Routes: LA 161 | |||
| Description: LA 2 ALT. TO ARKANSAS STATE LINE | |||
| Type Const:
grading, drainage structures, pavement patching, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,143,424.81 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,904,555.13 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
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| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-A-01 | removal of bridges (sta. 50+05, 24'x10' timber cattle underpass) |
1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 202-02-A-02 | removal of bridges (sta. 70+13,24'x10' timber cattle underpass) |
1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 202-02-H | removal of guard rail | 1,192 | LNFT | 7.00 | 8,344.00 | ||||||
| 202-02-I | removal of abandoned utility pipe | 2 | EACH | 500.00 | 1,000.00 | ||||||
| 202-02-J | removal of asphaltic surfacing from bridges | 1,182 | SQYD | 11.25 | 13,297.50 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 16,500.00 | 16,500.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 5,000 | CUYD | 12.50 | 62,500.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
150 | CUYD | 1.00 | 150.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 72.0 | CUYD | 1.00 | 72.00 | ||||||
| 502-01 | superpave asphaltic concrete | 11,211.6 | TON | 111.00 | 1,244,487.60 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
275.0 | TON | 208.75 | 57,406.25 | ||||||
| 510-01-A | pavement patching (6" minimum thickness) | 2,000 | SQYD | 56.25 | 112,500.00 | ||||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 60 | LNFT | 250.00 | 15,000.00 | ||||||
| 701-01-S | cross drain pipe (72" rcp/pcp) | 60 | LNFT | 620.00 | 37,200.00 | ||||||
| 701-08 | relaying pipe | 28 | LNFT | 150.00 | 4,200.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 12 | LNFT | 200.00 | 2,400.00 | ||||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 250.00 | 2,000.00 | ||||||
| 701-15 | concrete collar | 4 | EACH | 750.00 | 3,000.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 50.00 | 10,000.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 760.0 | LNFT | 60.00 | 45,600.00 | ||||||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 22.00 | 4,400.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,100.00 | 16,800.00 | ||||||
| 705-01 | barbed wire fence | 100 | LNFT | 10.00 | 1,000.00 | ||||||
| 712-04 | flexible revetment | 150 | SQYD | 80.00 | 12,000.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 65,500.00 | 65,500.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.657 | MILE | 400.00 | 1,862.80 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.600 | MILE | 1.00 | 1.60 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 17.876 | MILE | 1.00 | 17.88 | ||||||
| 716-01-A | mulch (vegetative) | 18.1 | TON | 600.00 | 10,860.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 65,500.00 | 65,500.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 7 | EACH | 65.00 | 455.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 589 | EACH | 4.50 | 2,650.50 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.140 | MILE | 2,500.00 | 37,850.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.600 | MILE | 600.00 | 960.00 | ||||||
| 735-01 | mailboxes | 8 | EACH | 1.00 | 8.00 | ||||||
| 735-02 | mailbox supports (single) | 4 | EACH | 150.00 | 600.00 | ||||||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | ||||||
| 739-01 | hydro-seeding | 10.36 | ACRE | 1,200.00 | 12,432.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| CONTRACTOR TOTAL | 1,904,555.13 | ||||||||||