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| DBE GOAL FED | |||
| Lead Project: 097-01-0027 | |||
| Parish: CADDO | |||
| Routes: LA 525 | |||
| Description: JUNCTION LA 169 - GILMER BAYOU | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete pvmt, superpave asphaltic concrete overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $1,938,535.47 |
| 2 | 08584 | MADDEN CONTRACTING CO., INC. | $1,954,427.53 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BENTON & BROWN, LLC. |
- 2 - MADDEN CONTRACTING CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,200.00 | 2,200.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 350 | SQYD | 23.00 | 8,050.00 | 5.00 | 1,750.00 | ||||
| 202-02-H | removal of guard rail | 2,200 | LNFT | 2.75 | 6,050.00 | 2.75 | 6,050.00 | ||||
| 202-02-I | removal of culvert pipe | 18.0 | LNFT | 11.00 | 198.00 | 10.00 | 180.00 | ||||
| 202-02-L | removal of asphalt surfacing from bridge deck - 4" average |
1,320 | SQYD | 4.00 | 5,280.00 | 4.00 | 5,280.00 | ||||
| 203-08 | borrow (vehicular measurement) | 10,000 | CUYD | 9.25 | 92,500.00 | 8.00 | 80,000.00 | ||||
| 401-01 | aggregate surface course (net section) | 83.3 | CUYD | 60.00 | 4,998.00 | 45.00 | 3,748.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
120 | CUYD | 60.00 | 7,200.00 | 45.00 | 5,400.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 27.00 | 13,500.00 | 1.00 | 500.00 | ||||
| 502-01-A | superpave asphaltic concrete (level 1) | 11,388.5 | TON | 45.00 | 512,482.50 | 46.50 | 529,565.25 | ||||
| 502-01-A-01 | superpave asphaltic conc wearing course (level 1f) | 14,131.9 | TON | 45.00 | 635,935.50 | 48.00 | 678,331.20 | ||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
913.6 | TON | 45.00 | 41,112.00 | 52.00 | 47,507.20 | ||||
| 509-01 | cold planing asphaltic pavement | 9,013 | SQYD | 1.70 | 15,322.10 | 2.50 | 22,532.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 272 | CUYD | 1.00 | - 272.00 | 1.00 | - 272.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 372 | LNFT | 70.00 | 26,040.00 | 45.00 | 16,740.00 | ||||
| 701-08 | relaying pipe | 16 | LNFT | 40.00 | 640.00 | 80.00 | 1,280.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 32 | LNFT | 100.00 | 3,200.00 | 80.00 | 2,560.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 32 | LNFT | 110.00 | 3,520.00 | 90.00 | 2,880.00 | ||||
| 701-12-I | corrugated metal pipe (extension)(24") | 4 | LNFT | 115.00 | 460.00 | 100.00 | 400.00 | ||||
| 701-12-K | corrugated metal pipe (extension)(30") | 7 | LNFT | 130.00 | 910.00 | 100.00 | 700.00 | ||||
| 701-15 | concrete collar | 12 | EACH | 550.00 | 6,600.00 | 800.00 | 9,600.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 481.3 | LNFT | 33.00 | 15,882.90 | 33.00 | 15,882.90 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 950.0 | LNFT | 44.00 | 41,800.00 | 44.00 | 41,800.00 | ||||
| 704-03 | blocked out guard rail | 350.0 | LNFT | 16.50 | 5,775.00 | 16.50 | 5,775.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 1,650.00 | 1,650.00 | 1,700.00 | 1,700.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 19 | EACH | 1,760.00 | 33,440.00 | 1,800.00 | 34,200.00 | ||||
| 712-02 | sacked concrete revetment | 2,692 | SQYD | 45.00 | 121,140.00 | 40.00 | 107,680.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 218 | LNFT | 0.50 | 109.00 | 0.45 | 98.10 | ||||
| 713-03-E | temporary pavement markings (24" width) | 60 | LNFT | 2.00 | 120.00 | 1.40 | 84.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.976 | MILE | 330.00 | 4,282.08 | 200.00 | 2,595.20 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.404 | MILE | 325.00 | 1,431.30 | 310.00 | 1,365.24 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 28.850 | MILE | 615.00 | 17,742.75 | 620.00 | 17,887.00 | ||||
| 716-01-B | mulch (fiber) | 20.00 | ACRE | 620.00 | 12,400.00 | 1,000.00 | 20,000.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 1,000 | SQYD | 45.00 | 45,000.00 | 40.00 | 40,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 50.00 | 1,000.00 | 80.00 | 1,600.00 | ||||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 82.00 | 1,640.00 | 60.00 | 1,200.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,160 | EACH | 5.60 | 6,496.00 | 5.60 | 6,496.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 114 | LNFT | 1.00 | 114.00 | 1.00 | 114.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 30 | LNFT | 11.00 | 330.00 | 2.90 | 87.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.040 | MILE | 1,950.00 | 37,128.00 | 2,000.00 | 38,080.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.906 | MILE | 730.00 | 2,121.38 | 740.00 | 2,150.44 | ||||
| 732-05 | removal of existing markings | 0.064 | MILE | 4,640.00 | 296.96 | 5,000.00 | 320.00 | ||||
| 735-01 | mailboxes | 198 | EACH | 25.00 | 4,950.00 | 50.00 | 9,900.00 | ||||
| 735-02 | mailbox supports (single) | 142 | EACH | 130.00 | 18,460.00 | 130.00 | 18,460.00 | ||||
| 735-03 | mailbox supports (double) | 28 | EACH | 185.00 | 5,180.00 | 200.00 | 5,600.00 | ||||
| 739-01 | hydro-seeding | 20.00 | ACRE | 1,375.00 | 27,500.00 | 1,000.00 | 20,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| S-001 | painting of asphaltic curb and island (white) | 13.5 | SQYD | 120.00 | 1,620.00 | 120.00 | 1,620.00 | ||||
| S-002 | concrete bridge parapet repairs | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| CONTRACTOR TOTAL | 1,938,535.47 | 1,954,427.53 | |||||||||