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| DBE GOAL FED | |||
| Lead Project: 254-06-0015 | |||
| Parish: ST HELENA | |||
| Routes: LA 43 | |||
| Description: N. JCT. LA. 10 - JCT. LA. 38 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, asphaltic surface treatment, pavement widening, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,311,627.79 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,575,851.65 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,592,075.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - BARRIERE 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-H | removal of guard rail | 1,188 | LNFT | 5.16 | 6,130.08 | 5.50 | 6,534.00 | 5.00 | 5,940.00 | ||
| 202-02-I | removal of surfacing and base | 2,440 | SQYD | 7.88 | 19,227.20 | 3.00 | 7,320.00 | 4.00 | 9,760.00 | ||
| 202-02-J | removal of asphalt drives | 960 | SQYD | 16.83 | 16,156.80 | 10.00 | 9,600.00 | 6.00 | 5,760.00 | ||
| 203-08 | borrow (vehicular measurement) | 1,905 | CUYD | 11.00 | 20,955.00 | 15.00 | 28,575.00 | 13.00 | 24,765.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 86.81 | 17,362.00 | 36.00 | 7,200.00 | 35.00 | 7,000.00 | ||
| 502-01 | superpave asphaltic concrete | 21,672.3 | TON | 43.89 | 951,197.24 | 48.00 | 1,040,270.40 | 46.00 | 996,925.80 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
2,527.8 | TON | 63.91 | 161,551.69 | 60.00 | 151,668.00 | 46.00 | 116,278.80 | ||
| 507-01-B | asphaltic surface treatment (2 applications) | 90,411 | SQYD | 2.03 | 183,534.33 | 2.25 | 203,424.75 | 2.00 | 180,822.00 | ||
| 509-01 | cold planing asphaltic pavement | 87,614 | SQYD | 0.54 | 47,311.56 | 1.00 | 87,614.00 | 0.80 | 70,091.20 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,850 | CUYD | 0.10 | - 185.00 | FREE | FREE | 1.00 | - 1,850.00 | ||
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
50 | LNFT | 72.28 | 3,614.00 | 130.00 | 6,500.00 | 100.00 | 5,000.00 | ||
| 701-02-G/H | cross drain pipe arch (42" equiv. rcpa or 48" equiv. cmpa) |
100 | LNFT | 154.89 | 15,489.00 | 150.00 | 15,000.00 | 130.00 | 13,000.00 | ||
| 701-02-N/P | cross drain pipe arch (84" equiv. rcpa or 96" equiv. cmpa) |
64 | LNFT | 387.23 | 24,782.72 | 500.00 | 32,000.00 | 450.00 | 28,800.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 4 | LNFT | 134.24 | 536.96 | 125.00 | 500.00 | 150.00 | 600.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 16 | LNFT | 134.24 | 2,147.84 | 150.00 | 2,400.00 | 180.00 | 2,880.00 | ||
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 154.89 | 1,239.12 | 200.00 | 1,600.00 | 200.00 | 1,600.00 | ||
| 701-15 | concrete collar | 5 | EACH | 675.00 | 3,375.00 | 660.00 | 3,300.00 | 800.00 | 4,000.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 512.5 | LNFT | 29.53 | 15,134.12 | 45.00 | 23,062.50 | 42.00 | 21,525.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 538.0 | LNFT | 45.95 | 24,721.10 | 60.50 | 32,549.00 | 35.00 | 18,830.00 | ||
| 704-03 | blocked out guard rail | 162.5 | LNFT | 17.55 | 2,851.87 | 20.00 | 3,250.00 | 16.00 | 2,600.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 16 | EACH | 2,275.00 | 36,400.00 | 2,450.00 | 39,200.00 | 2,600.00 | 41,600.00 | ||
| 711-03-C | riprap (30 lb) | 75.0 | TON | 51.63 | 3,872.25 | 75.00 | 5,625.00 | 90.00 | 6,750.00 | ||
| 711-04 | geotextile fabric | 54 | SQYD | 2.07 | 111.78 | 3.00 | 162.00 | 8.00 | 432.00 | ||
| 712-03 | stone revetment | 150 | SQYD | 51.63 | 7,744.50 | 45.00 | 6,750.00 | 50.00 | 7,500.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,800.00 | 12,800.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 33 | LNFT | 1.24 | 40.92 | 2.00 | 66.00 | 2.00 | 66.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
21.420 | MILE | 310.00 | 6,640.20 | 300.00 | 6,426.00 | 130.00 | 2,784.60 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
16.140 | MILE | 275.00 | 4,438.50 | 300.00 | 4,842.00 | 40.00 | 645.60 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 63.090 | MILE | 490.00 | 30,914.10 | 300.00 | 18,927.00 | 60.00 | 3,785.40 | ||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 785 | EACH | 1.55 | 1,216.75 | 2.00 | 1,570.00 | 2.00 | 1,570.00 | ||
| 716-01-A | mulch (vegetative) | 0.72 | ACRE | 827.00 | 595.44 | 1,000.00 | 720.00 | 900.00 | 648.00 | ||
| 717-01 | seeding | 270 | LB | 7.13 | 1,925.10 | 10.00 | 2,700.00 | 10.00 | 2,700.00 | ||
| 718-01 | fertilizer | 9,000 | LB | 0.21 | 1,890.00 | 0.25 | 2,250.00 | 0.50 | 4,500.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 400 | SQYD | 56.13 | 22,452.00 | 60.00 | 24,000.00 | 50.00 | 20,000.00 | ||
| 724-02 | pavement widening | 18,794.5 | SQYD | 23.40 | 439,791.30 | 26.00 | 488,657.00 | 30.00 | 563,835.00 | ||
| 726-01 | bedding material | 60.0 | CUYD | 36.14 | 2,168.40 | 75.00 | 4,500.00 | 50.00 | 3,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 89,890.00 | 89,890.00 | 98,000.00 | 98,000.00 | 210,000.00 | 210,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 41 | EACH | 77.45 | 3,175.45 | 80.00 | 3,280.00 | 80.00 | 3,280.00 | ||
| 731-02 | reflectorized raised pavement markers | 942 | EACH | 5.37 | 5,058.54 | 6.00 | 5,652.00 | 5.20 | 4,898.40 | ||
| 732-01-E | plastic pavement striping (24" width) | 11 | LNFT | 3.04 | 33.44 | 4.00 | 44.00 | 7.00 | 77.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.030 | MILE | 2,005.00 | 42,165.15 | 2,200.00 | 46,266.00 | 1,950.00 | 41,008.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.380 | MILE | 745.00 | 4,008.10 | 800.00 | 4,304.00 | 750.00 | 4,035.00 | ||
| 735-01 | mailboxes | 23 | EACH | 12.00 | 276.00 | 6.00 | 138.00 | 5.00 | 115.00 | ||
| 735-02 | mailbox supports (single) | 23 | EACH | 175.40 | 4,034.20 | 145.00 | 3,335.00 | 120.00 | 2,760.00 | ||
| 740-01 | construction layout | lump | LUMP | 17,000.00 | 17,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 31.36 | CUYD | 722.84 | 22,668.26 | 1,000.00 | 31,360.00 | 1,000.00 | 31,360.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 44.0 | LNFT | 361.42 | 15,902.48 | 375.00 | 16,500.00 | 850.00 | 37,400.00 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 26.0 | LNFT | 387.23 | 10,067.98 | 475.00 | 12,350.00 | 950.00 | 24,700.00 | ||
| 806-01 | deformed reinforcing steel | 2,294 | LB | 1.03 | 2,362.82 | 2.50 | 5,735.00 | 2.20 | 5,046.80 | ||
| S-001 | u-channel post installation | 55 | each | 41.30 | 2,271.50 | 75.00 | 4,125.00 | 50.00 | 2,750.00 | ||
| S-002 | cleaning existing ditches | 1,000 | LNFT | 2.58 | 2,580.00 | 6.00 | 6,000.00 | 4.50 | 4,500.00 | ||
| CONTRACTOR TOTAL | 2,311,627.79 | 2,575,851.65 | 2,592,075.10 | ||||||||