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| DBE GOAL FED | |||
| Lead Project: 361-04-0008 | |||
| Parish: WINN | |||
| Routes: LA 34 | |||
| Description: GRANT PARISH LINE - 5.1 MILES NORTH | |||
| Type Const: pavement patching, asphaltic concrete binder and wearing courses, and related work. | |||
| Estimated Construction Cost: $1,928,683.48 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $1,877,158.15 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,369,283.32 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,671,529.45 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 50,000.00 | 50,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 25,000.00 | 25,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 5,826 | CUYD | 1.50 | 8,739.00 | 12.75 | 74,281.50 | 15.00 | 87,390.00 | ||
| 203-09 | geotextile fabric | 217 | SQYD | 3.00 | 651.00 | 2.50 | 542.50 | 3.00 | 651.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,850 | CUYD | 54.50 | 209,825.00 | 64.00 | 246,400.00 | 50.00 | 192,500.00 | ||
| 502-01 | superpave asphaltic concrete | 13,601.0 | TON | 65.00 | 884,065.00 | 73.00 | 992,873.00 | 68.00 | 924,868.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
646.7 | TON | 40.00 | 25,868.00 | 95.00 | 61,436.50 | 100.00 | 64,670.00 | ||
| 509-01 | cold planing asphaltic pavement | 889 | SQYD | 5.00 | 4,445.00 | 1.00 | 889.00 | 13.00 | 11,557.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 41 | CUYD | 0.01 | - 0.41 | 0.01 | - 0.41 | 0.10 | - 4.10 | ||
| 701-01-M/N | cross drain pipe (36" rcp/pcp or 42" cmp) | 248 | LNFT | 190.00 | 47,120.00 | 138.00 | 34,224.00 | 150.00 | 37,200.00 | ||
| 711-01-E | riprap (130 lb, 12" thick) | 62 | SQYD | 100.00 | 6,200.00 | 75.00 | 4,650.00 | 76.00 | 4,712.00 | ||
| 711-04 | geotextile fabric | 62 | SQYD | 3.00 | 186.00 | 2.50 | 155.00 | 3.00 | 186.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 47,000.00 | 47,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.227 | MILE | 325.00 | 3,323.78 | 300.00 | 3,068.10 | 150.00 | 1,534.05 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.129 | MILE | 1.00 | 8.13 | 1.00 | 8.13 | 300.00 | 2,438.70 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 30.250 | MILE | 1.00 | 30.25 | 1.00 | 30.25 | 700.00 | 21,175.00 | ||
| 717-01 | seeding | 235 | LB | 8.50 | 1,997.50 | 9.00 | 2,115.00 | 10.00 | 2,350.00 | ||
| 718-01 | fertilizer | 7,820 | LB | 0.25 | 1,955.00 | 0.30 | 2,346.00 | 0.28 | 2,189.60 | ||
| 721-01 | asphalt mulch | 18,925 | GAL | 1.65 | 31,226.25 | 1.80 | 34,065.00 | 1.84 | 34,822.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 9,000 | SQYD | 50.00 | 450,000.00 | 73.00 | 657,000.00 | 78.00 | 702,000.00 | ||
| 726-01 | bedding material | 74.0 | CUYD | 50.00 | 3,700.00 | 70.00 | 5,180.00 | 72.00 | 5,328.00 | ||
| 727-01 | mobilization | lump | LUMP | 47,000.00 | 47,000.00 | 63,000.00 | 63,000.00 | 190,000.00 | 190,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 84.00 | 336.00 | ||
| 731-02 | reflectorized raised pavement markers | 675 | EACH | 5.00 | 3,375.00 | 4.43 | 2,990.25 | 5.00 | 3,375.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.125 | MILE | 2,150.00 | 32,518.75 | 2,100.00 | 31,762.50 | 2,400.00 | 36,300.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.064 | MILE | 700.00 | 2,844.80 | 750.00 | 3,048.00 | 800.00 | 3,251.20 | ||
| 735-01 | mailboxes | 14 | EACH | 1.00 | 14.00 | 10.00 | 140.00 | 25.00 | 350.00 | ||
| 735-02 | mailbox supports (single) | 14 | EACH | 135.00 | 1,890.00 | 145.00 | 2,030.00 | 200.00 | 2,800.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | ||
| S-001 | cleaning existing ditches | 75 | LNFT | 10.00 | 750.00 | 28.00 | 2,100.00 | 28.00 | 2,100.00 | ||
| S-002 | sack concrete headwall | 68.7 | CUYD | 375.00 | 25,762.50 | 650.00 | 44,655.00 | 700.00 | 48,090.00 | ||
| S-003 | saw cutting | 126,360 | INFT | 0.01 | 1,263.60 | 0.15 | 18,954.00 | 1.00 | 126,360.00 | ||
| CONTRACTOR TOTAL | 1,877,158.15 | 2,369,283.32 | 2,671,529.45 | ||||||||