| |||
| DBE GOAL FED | |||
| Lead Project: 033-03-0036 | |||
| Parish: AVOYELLES, RAPIDES | |||
| Routes: LA 107 | |||
| Description: S. JCT. LA 454 - N. JCT. LA 454 | |||
| Type Const:
grading,drain struct,cold planing asphaltic concrete, lime treatment,cement treated base course, superpave asph concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $2,343,332.85 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,379,229.50 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $2,387,052.28 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,673,751.79 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,500.00 | 1,500.00 | 550.00 | 550.00 | 2,000.00 | 2,000.00 | 7,500.00 | 7,500.00 |
| 202-02-D | removal of concrete walks & drives | 151 | SQYD | 25.00 | 3,775.00 | 2.20 | 332.20 | 8.00 | 1,208.00 | 10.00 | 1,510.00 |
| 202-02-H | removal of guard rail | 469 | LNFT | 3.00 | 1,407.00 | 2.20 | 1,031.80 | 10.00 | 4,690.00 | 4.25 | 1,993.25 |
| 203-08 | borrow (vehicular measurement) | 300 | CUYD | 8.00 | 2,400.00 | 13.00 | 3,900.00 | 23.00 | 6,900.00 | 10.00 | 3,000.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,000 | CUYD | 8.00 | 8,000.00 | 17.00 | 17,000.00 | 9.00 | 9,000.00 | 15.00 | 15,000.00 |
| 304-01 | lime | 1,404.85 | TON | 99.75 | 140,133.78 | 115.00 | 161,557.75 | 99.75 | 140,133.78 | 100.00 | 140,485.00 |
| 304-04-B | lime treatment (type d) (8 1/2" thick) | 113,332 | SQYD | 0.77 | 87,265.64 | 1.07 | 121,265.24 | 1.15 | 130,331.80 | 0.80 | 90,665.60 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,607 | CUYD | 23.00 | 36,961.00 | 14.50 | 23,301.50 | 15.00 | 24,105.00 | 30.00 | 48,210.00 |
| 502-01-A | superpave asphaltic concrete (level 1) | 15,511.6 | TON | 42.40 | 657,691.84 | 38.04 | 590,061.26 | 44.50 | 690,266.20 | 40.00 | 620,464.00 |
| 502-01-A-01 | superpave asphaltic conc wearing course (level 1f) | 9,319.4 | TON | 42.40 | 395,142.56 | 44.75 | 417,043.15 | 45.50 | 424,032.70 | 42.50 | 396,074.50 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
2,356.7 | TON | 42.40 | 99,924.08 | 60.00 | 141,402.00 | 45.50 | 107,229.85 | 60.00 | 141,402.00 |
| 509-01 | cold planing asphaltic pavement | 108,051 | SQYD | 1.00 | 108,051.00 | 0.95 | 102,648.45 | 0.86 | 92,923.86 | 1.10 | 118,856.10 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,752 | CUYD | 0.01 | - 37.52 | 0.10 | - 375.20 | 0.01 | - 37.52 | 1.00 | - 3,752.00 |
| 701-01-S | cross drain pipe (72" rcp/cmp) | 240 | LNFT | 180.00 | 43,200.00 | 200.00 | 48,000.00 | 205.00 | 49,200.00 | 200.00 | 48,000.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 176 | LNFT | 105.00 | 18,480.00 | 165.00 | 29,040.00 | 112.00 | 19,712.00 | 140.00 | 24,640.00 |
| 701-05-G | side drain pipe (18") | 24 | LNFT | 28.00 | 672.00 | 49.00 | 1,176.00 | 38.00 | 912.00 | 80.00 | 1,920.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 16 | LNFT | 100.00 | 1,600.00 | 230.00 | 3,680.00 | 230.00 | 3,680.00 | 135.00 | 2,160.00 |
| 701-15 | concrete collar | 2 | EACH | 1,000.00 | 2,000.00 | 775.00 | 1,550.00 | 800.00 | 1,600.00 | 1,500.00 | 3,000.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 40.00 | 4,000.00 | 42.00 | 4,200.00 | 40.00 | 4,000.00 | 43.00 | 4,300.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 118.0 | LNFT | 35.00 | 4,130.00 | 38.00 | 4,484.00 | 35.00 | 4,130.00 | 38.00 | 4,484.00 |
| 704-03 | blocked out guard rail | 87.5 | LNFT | 16.00 | 1,400.00 | 17.00 | 1,487.50 | 16.00 | 1,400.00 | 17.50 | 1,531.25 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,650.00 | 6,600.00 | 1,750.00 | 7,000.00 | 1,650.00 | 6,600.00 | 1,800.00 | 7,200.00 |
| 710-01 | flowable fill | 191 | CUYD | 66.00 | 12,606.00 | 78.00 | 14,898.00 | 72.00 | 13,752.00 | 100.00 | 19,100.00 |
| 711-01-C | riprap (30 lb,12" thick) | 625 | SQYD | 40.00 | 25,000.00 | 42.00 | 26,250.00 | 40.00 | 25,000.00 | 45.00 | 28,125.00 |
| 711-04 | geotextile fabric | 625 | SQYD | 2.50 | 1,562.50 | 2.20 | 1,375.00 | 2.50 | 1,562.50 | 1.50 | 937.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.681 | MILE | 250.00 | 3,420.25 | 200.00 | 2,736.20 | 200.00 | 2,736.20 | 325.00 | 4,446.32 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
46.569 | MILE | 62.00 | 2,887.27 | 200.00 | 9,313.80 | 0.01 | 0.46 | 215.00 | 10,012.33 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 19.523 | MILE | 1,000.00 | 19,523.00 | 400.00 | 7,809.20 | 1,200.00 | 23,427.60 | 430.00 | 8,394.89 |
| 720-01-A | erosion control system, slope protection (type a) | 172 | SQYD | 0.85 | 146.20 | 1.00 | 172.00 | 0.85 | 146.20 | 1.00 | 172.00 |
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 |
| 726-01 | bedding material | 160.9 | CUYD | 55.00 | 8,849.50 | 52.00 | 8,366.80 | 55.00 | 8,849.50 | 35.00 | 5,631.50 |
| 727-01 | mobilization | lump | LUMP | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | 240,000.00 | 240,000.00 |
| 729-16-C | object marker assembly (type 3) | 18 | EACH | 65.00 | 1,170.00 | 68.00 | 1,224.00 | 65.00 | 1,170.00 | 70.00 | 1,260.00 |
| 731-02 | reflectorized raised pavement markers | 1,108 | EACH | 5.50 | 6,094.00 | 4.50 | 4,986.00 | 3.90 | 4,321.20 | 5.00 | 5,540.00 |
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 24.00 | 528.00 | 3.00 | 66.00 | 24.00 | 528.00 | 3.25 | 71.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 26.832 | MILE | 2,050.00 | 55,005.60 | 1,650.00 | 44,272.80 | 1,675.00 | 44,943.60 | 1,800.00 | 48,297.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.660 | MILE | 850.00 | 3,961.00 | 600.00 | 2,796.00 | 750.00 | 3,495.00 | 650.00 | 3,029.00 |
| 735-01 | mailboxes | 114 | EACH | 1.00 | 114.00 | 11.00 | 1,254.00 | 1.00 | 114.00 | 10.00 | 1,140.00 |
| 735-02 | mailbox supports (single) | 111 | EACH | 118.00 | 13,098.00 | 125.00 | 13,875.00 | 85.00 | 9,435.00 | 100.00 | 11,100.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 170.00 | 170.00 | 335.00 | 335.00 | 125.00 | 125.00 | 150.00 | 150.00 |
| 739-01 | hydro-seeding | 6.00 | ACRE | 838.00 | 5,028.00 | 850.00 | 5,100.00 | 838.00 | 5,028.00 | 900.00 | 5,400.00 |
| 740-01 | construction layout | lump | LUMP | 9,500.00 | 9,500.00 | 7,500.00 | 7,500.00 | 11,000.00 | 11,000.00 | 20,000.00 | 20,000.00 |
| S-001 | cement treated base course (12 in depth) | 113,091 | SQYD | 4.65 | 525,873.15 | 4.55 | 514,564.05 | 3.85 | 435,400.35 | 4.95 | 559,800.45 |
| CONTRACTOR TOTAL | 2,343,332.85 | 2,379,229.50 | 2,387,052.28 | 2,673,751.79 | |||||||