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| Lead Project: 335-02-0017 | |||
| Parish: CLAIBORNE | |||
| Routes: LA 540 | |||
| Description: 0.57 MILES WEST OF JUNCTION US 79 - JUNCTION LA 534 | |||
| Type Const:
drainage structures, in-place cement treated base course, superpave asphaltic concrete overlay, and related work | |||
| Estimated Construction Cost: $2,425,267.73 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,660,664.79 |
| 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-D | removal of concrete walks & drives | 64 | SQYD | 20.00 | 1,280.00 | ||||||
| 202-02-H | removal of guard rail | 330 | LNFT | 6.00 | 1,980.00 | ||||||
| 202-02-I | removal of culvert pipe | 96 | LNFT | 10.00 | 960.00 | ||||||
| 202-02-J | removal of asphaltic surfacing from bridge deck | 228 | SQYD | 15.00 | 3,420.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 8,000 | CUYD | 14.00 | 112,000.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 4,000 | CUYD | 14.00 | 56,000.00 | ||||||
| 303-02 | removal of existing patches | 400 | SQYD | 10.00 | 4,000.00 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 112,152 | SQYD | 8.55 | 958,899.60 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
570 | CUYD | 1.00 | 570.00 | ||||||
| 502-01 | superpave asphaltic concrete | 12,744.0 | TON | 84.60 | 1,078,142.40 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
675.0 | TON | 55.00 | 37,125.00 | ||||||
| 701-08 | relaying pipe | 44 | LNFT | 150.00 | 6,600.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 200.00 | 1,600.00 | ||||||
| 701-15 | concrete collar | 7 | EACH | 975.00 | 6,825.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 50.00 | 5,000.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 114.0 | LNFT | 59.00 | 6,726.00 | ||||||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 20.00 | 2,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,100.00 | 8,400.00 | ||||||
| 712-02 | sacked concrete revetment | 60 | SQYD | 80.00 | 4,800.00 | ||||||
| 712-03 | stone revetment | 260 | SQYD | 80.00 | 20,800.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 97,100.00 | 97,100.00 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 60 | LNFT | 0.90 | 54.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.782 | MILE | 400.00 | 3,512.80 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.750 | MILE | 1.00 | 1.75 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 28.242 | MILE | 1.00 | 28.24 | ||||||
| 716-01-A | mulch (vegetative) | 32.4 | TON | 600.00 | 19,440.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 97,100.00 | 97,100.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,008 | EACH | 4.50 | 4,536.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 60 | LNFT | 3.00 | 180.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.242 | MILE | 2,500.00 | 70,605.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.750 | MILE | 700.00 | 1,225.00 | ||||||
| 739-01 | hydro-seeding | 18.52 | ACRE | 1,200.00 | 22,224.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 22,450.00 | 22,450.00 | ||||||
| S-001 | saw cutting existing concrete drives | 190 | LNFT | 12.00 | 2,280.00 | ||||||
| CONTRACTOR TOTAL | 2,660,664.79 | ||||||||||