| |||
| Lead Project: 450-90-0162 | |||
| Parish: ORLEANS | |||
| Routes: I-10 | |||
| Description: PARIS RD TO C.S.L.M. 21.24 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $19,744,003.88 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $17,470,483.20 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $18,221,884.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-C | removal of portland cement concrete pavement | 150 | SQYD | 115.00 | 17,250.00 | 20.00 | 3,000.00 | ||||
| 202-02-H | removal of guard rail | 4,600 | LNFT | 4.50 | 20,700.00 | 5.00 | 23,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 6,500 | CUYD | 31.00 | 201,500.00 | 45.00 | 292,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 127,135.1 | TON | 82.00 | 10,425,078.20 | 95.00 | 12,077,834.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,628.6 | TON | 181.00 | 475,776.60 | 120.00 | 315,432.00 | ||||
| 509-01 | cold planing asphaltic pavement | 92,789 | SQYD | 2.50 | 231,972.50 | 2.50 | 231,972.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,866 | CUYD | 15.00 | - 57,990.00 | 12.00 | - 46,392.00 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 1,000 | SQYD | 70.00 | 70,000.00 | 75.00 | 75,000.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
188,000 | LNFT | 1.40 | 263,200.00 | 1.50 | 282,000.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
85,000 | LNFT | 1.55 | 131,750.00 | 1.70 | 144,500.00 | ||||
| 602-03 | cleaning and sealing random cracks | 10,000 | LNFT | 2.60 | 26,000.00 | 3.30 | 33,000.00 | ||||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
2,000.0 | SQYD | 230.00 | 460,000.00 | 270.00 | 540,000.00 | ||||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
300.0 | SQYD | 220.00 | 66,000.00 | 250.00 | 75,000.00 | ||||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
1,750.0 | SQYD | 200.00 | 350,000.00 | 230.00 | 402,500.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 812.5 | LNFT | 45.00 | 36,562.50 | 50.00 | 40,625.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 181.3 | LNFT | 65.00 | 11,784.50 | 70.00 | 12,691.00 | ||||
| 704-03 | blocked out guard rail | 3,756.3 | LNFT | 20.00 | 75,126.00 | 22.00 | 82,638.60 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
137.3 | LNFT | 89.00 | 12,219.70 | 95.00 | 13,043.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 65.00 | 19,500.00 | 65.00 | 19,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 34 | EACH | 3,000.00 | 102,000.00 | 2,700.00 | 91,800.00 | ||||
| 707-01 | concrete curb | 100.0 | LNFT | 26.00 | 2,600.00 | 25.00 | 2,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 1,488,500.00 | 1,488,500.00 | 350,000.00 | 350,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
106.800 | MILE | 250.00 | 26,700.00 | 400.00 | 42,720.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
73.840 | MILE | 330.00 | 24,367.20 | 420.00 | 31,012.80 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 53.400 | MILE | 500.00 | 26,700.00 | 650.00 | 34,710.00 | ||||
| 717-01 | seeding | 960 | LB | 6.50 | 6,240.00 | 13.00 | 12,480.00 | ||||
| 718-01 | fertilizer | 32,000 | LB | 0.45 | 14,400.00 | 0.50 | 16,000.00 | ||||
| 721-01 | mowing | 160.0 | ACRE | 160.00 | 25,600.00 | 65.00 | 10,400.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,747,000.00 | 1,747,000.00 | 1,800,000.00 | 1,800,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 56 | EACH | 80.00 | 4,480.00 | 85.00 | 4,760.00 | ||||
| 729-19-A | dead end road installations(type a) | 8 | EACH | 2,250.00 | 18,000.00 | 2,300.00 | 18,400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 12,172 | EACH | 6.00 | 73,032.00 | 5.00 | 60,860.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 3,000 | LNFT | 1.00 | 3,000.00 | 1.00 | 3,000.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 205 | LNFT | 4.00 | 820.00 | 3.75 | 768.75 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.800 | MILE | 3,000.00 | 53,400.00 | 2,000.00 | 35,600.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 18.460 | MILE | 750.00 | 13,845.00 | 800.00 | 14,768.00 | ||||
| 732-04-A | plastic pavement legend & symbols (arrow) | 2 | EACH | 200.00 | 400.00 | 175.00 | 350.00 | ||||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 12,000.00 | 12,000.00 | ||||
| S-001 | rumble strips (ground-in) | 17.8 | MILE | 605.00 | 10,769.00 | 1,200.00 | 21,360.00 | ||||
| S-002 | dynamic message sign unit | 2 | EACH | 15,000.00 | 30,000.00 | 40,000.00 | 80,000.00 | ||||
| S-003 | milling p.c.c. pavement (1.5" thick) | 500.0 | SQYD | 150.00 | 75,000.00 | 75.00 | 37,500.00 | ||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
188,000 | LNFT | 1.15 | 216,200.00 | 1.25 | 235,000.00 | ||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
85,000 | LNFT | 1.00 | 85,000.00 | 1.35 | 114,750.00 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 546,000 | LNFT | 1.00 | 546,000.00 | 1.05 | 573,300.00 | ||||
| CONTRACTOR TOTAL | 17,470,483.20 | 18,221,884.65 | |||||||||