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| Lead Project: 201-01-0011 | |||
| Parish: JEFF DAVIS | |||
| Routes: LA 97 | |||
| Description: LA 102 - ACADIA PARISH LINE | |||
| Type Const:
grading, drainage structures, subgrade layer, class ii bc, portland cement concrete pavement and related work. | |||
| Estimated Construction Cost: $3,277,067.02 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $3,483,111.90 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,390,785.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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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 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 11,810 | SQYD | 6.00 | 70,860.00 | 7.00 | 82,670.00 | ||||
| 202-02-D | removal of concrete walks & drives | 2,049 | SQYD | 10.00 | 20,490.00 | 9.00 | 18,441.00 | ||||
| 202-02-E | removal of concrete curbs | 7,650.5 | LNFT | 3.00 | 22,951.50 | 2.00 | 15,301.00 | ||||
| 202-02-I | removal of existing trunklines | 602 | LNFT | 20.00 | 12,040.00 | 28.00 | 16,856.00 | ||||
| 202-02-J | removal of asphalt drives | 653 | SQYD | 5.00 | 3,265.00 | 8.60 | 5,615.80 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 400,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | ||||
| 204-02 | temporary hay or straw bales | 240 | EACH | 9.00 | 2,160.00 | 40.00 | 9,600.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 130.00 | 1,560.00 | 200.00 | 2,400.00 | ||||
| 204-06 | temporary silt fencing | 60 | LNFT | 4.00 | 240.00 | 10.00 | 600.00 | ||||
| 302-02-C | class ii base course (8" thick) | 14,742.3 | SQYD | 25.00 | 368,557.50 | 21.00 | 309,588.30 | ||||
| 305-01-D | subgrade layer (12" thick) | 14,742 | SQYD | 10.00 | 147,420.00 | 11.00 | 162,162.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | CUYD | 60.00 | 300,000.00 | 56.00 | 280,000.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 131 | SQYD | 130.00 | 17,030.00 | 200.00 | 26,200.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 13,692.3 | SQYD | 54.00 | 739,384.20 | 62.00 | 848,922.60 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 291 | LNFT | 55.00 | 16,005.00 | 165.00 | 48,015.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 936 | LNFT | 80.00 | 74,880.00 | 168.00 | 157,248.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 196 | LNFT | 88.00 | 17,248.00 | 175.00 | 34,300.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 68 | LNFT | 100.00 | 6,800.00 | 230.00 | 15,640.00 | ||||
| 701-05-I | side drain pipe (24") | 160 | LNFT | 72.00 | 11,520.00 | 100.00 | 16,000.00 | ||||
| 701-15 | concrete collar | 20 | EACH | 700.00 | 14,000.00 | 1,000.00 | 20,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 5 | EACH | 3,000.00 | 15,000.00 | 3,300.00 | 16,500.00 | ||||
| 702-03-C | catch basins (cb-06) | 49 | EACH | 4,500.00 | 220,500.00 | 3,600.00 | 176,400.00 | ||||
| 702-04-A | adjusting manholes | 5 | EACH | 1,200.00 | 6,000.00 | 1,200.00 | 6,000.00 | ||||
| 703-02 | shoulder outlet underdrains | 7 | EACH | 500.00 | 3,500.00 | 1,000.00 | 7,000.00 | ||||
| 703-03 | perforated pipe underdrains | 9,000 | LNFT | 10.00 | 90,000.00 | 12.00 | 108,000.00 | ||||
| 703-06 | underdrain video inspection | 3,010 | LNFT | 2.50 | 7,525.00 | 6.00 | 18,060.00 | ||||
| 706-01-A | concrete walk (4" thick) | 19.4 | SQYD | 70.00 | 1,358.00 | 100.00 | 1,940.00 | ||||
| 706-02-C | concrete drive (6" thick) | 2,017.3 | SQYD | 52.00 | 104,899.60 | 78.00 | 157,349.40 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 50.0 | SQYD | 75.00 | 3,750.00 | 100.00 | 5,000.00 | ||||
| 707-01 | concrete curb | 8,394.7 | LNFT | 5.00 | 41,973.50 | 10.00 | 83,947.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 450,000.00 | 450,000.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 84 | LNFT | 1.00 | 84.00 | 1.20 | 100.80 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.855 | MILE | 800.00 | 684.00 | 1,200.00 | 1,026.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.855 | MILE | 400.00 | 342.00 | 400.00 | 342.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 2.083 | MILE | 500.00 | 1,041.50 | 550.00 | 1,145.65 | ||||
| 713-05-E | temporary pavement legends and symbols (school crossing) |
1 | EACH | 200.00 | 200.00 | 230.00 | 230.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 2,600 | SQYD | 1.30 | 3,380.00 | 1.50 | 3,900.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | ||||
| 726-01 | bedding material | 508.1 | CUYD | 80.00 | 40,648.00 | 90.00 | 45,729.00 | ||||
| 727-01 | mobilization | lump | LUMP | 340,000.00 | 340,000.00 | 425,000.00 | 425,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 115 | EACH | 5.50 | 632.50 | 5.25 | 603.75 | ||||
| 732-01-E | plastic pavement striping (24" width) | 84 | LNFT | 4.00 | 336.00 | 4.00 | 336.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.083 | MILE | 2,600.00 | 5,415.80 | 2,600.00 | 5,415.80 | ||||
| 732-03-A | plastic pvmt striping (broken line)(4"width) | 0.819 | MILE | 800.00 | 655.20 | 850.00 | 696.15 | ||||
| 732-04-E | plastic pavement legends & symbols (school crossing) | 1 | EACH | 430.00 | 430.00 | 500.00 | 500.00 | ||||
| 735-01 | mailboxes | 3 | EACH | 1.00 | 3.00 | 20.00 | 60.00 | ||||
| 735-02 | mailbox supports (single) | 3 | EACH | 250.00 | 750.00 | 150.00 | 450.00 | ||||
| 739-01 | hydro-seeding | 4.00 | ACRE | 1,200.00 | 4,800.00 | 1,200.00 | 4,800.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | ||||
| 741-11 | adjusting water valve and meter box | 3 | EACH | 800.00 | 2,400.00 | 300.00 | 900.00 | ||||
| S-001 | sawcuts in asphaltic concrete | 2,994 | INFT | 0.80 | 2,395.20 | 1.70 | 5,089.80 | ||||
| S-002 | sawcuts in concrete pavement | 8,634 | INFT | 1.10 | 9,497.40 | 1.90 | 16,404.60 | ||||
| S-003 | paved gutter drains | 7 | EACH | 2,500.00 | 17,500.00 | 4,000.00 | 28,000.00 | ||||
| S-004 | adjusting sewer blowouts | 1 | EACH | 1,000.00 | 1,000.00 | 300.00 | 300.00 | ||||
| S-005 | dynamic message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | 10,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 3,483,111.90 | 4,390,785.65 | |||||||||