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| DBE GOAL FED | |||
| Lead Project: 275-02-0008 | |||
| Parish: WASHINGTON | |||
| Routes: LA 438, LA 438-S | |||
| Description: JUNCTION ROUTE LA 430 - MISSISSIPPI STATE LINE | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete,cement treated base course, superpave asphaltic concrete pavement, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 22040 | COVINGTON PAVING CO. | $699,288.84 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $795,938.15 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $863,519.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COVINGTON PAVING CO. |
- 2 - BARRIERE 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 | ||||
| 203-08 | borrow (vehicular measurement) | 2,122 | CUYD | 10.00 | 21,220.00 | 8.00 | 16,976.00 | 19.00 | 40,318.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 4,243 | CUYD | 10.00 | 42,430.00 | 8.00 | 33,944.00 | 14.00 | 59,402.00 | ||
| 204-02 | temporary hay or straw bales | 28 | EACH | 7.00 | 196.00 | 7.00 | 196.00 | 6.00 | 168.00 | ||
| 204-06 | temporary silt fencing | 5,500 | LNFT | 1.60 | 8,800.00 | 1.40 | 7,700.00 | 1.50 | 8,250.00 | ||
| 303-02 | removal of existing patches | 750 | SQYD | FREE | FREE | 1.00 | 750.00 | 7.00 | 5,250.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
25 | CUYD | 50.00 | 1,250.00 | 60.00 | 1,500.00 | 43.00 | 1,075.00 | ||
| 502-01 | superpave asphaltic concrete | 6,765.5 | TON | 47.82 | 323,526.21 | 47.00 | 317,978.50 | 50.00 | 338,275.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
421.1 | TON | 65.00 | 27,371.50 | 47.00 | 19,791.70 | 100.00 | 42,110.00 | ||
| 509-01 | cold planing asphaltic pavement | 18,083 | SQYD | 1.20 | 21,699.60 | 1.50 | 27,124.50 | 1.50 | 27,124.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 502 | CUYD | 3.00 | - 1,506.00 | 5.00 | - 2,510.00 | 0.10 | - 50.20 | ||
| 701-01-I/I | cross drain pipe (24" rcp/pcp or 24" cmp) | 48 | LNFT | 64.00 | 3,072.00 | 106.00 | 5,088.00 | 62.00 | 2,976.00 | ||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 160 | LNFT | 68.00 | 10,880.00 | 110.00 | 17,600.00 | 66.00 | 10,560.00 | ||
| 701-01-K/M | cross drain pipe (30" rcp/pcp or 36" cmp) | 56 | LNFT | 83.00 | 4,648.00 | 130.00 | 7,280.00 | 80.00 | 4,480.00 | ||
| 701-02-D/D | cross drain pipe arch (24" equiv. rcpa or 24" equiv. cmpa) |
48 | LNFT | 66.00 | 3,168.00 | 108.00 | 5,184.00 | 64.00 | 3,072.00 | ||
| 701-02-I/J | cross drain pipe arch (54" equiv. rcpa or 60" equiv. cmpa) |
112 | LNFT | 165.00 | 18,480.00 | 210.00 | 23,520.00 | 160.00 | 17,920.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 60 | LNFT | 0.66 | 39.60 | 1.30 | 78.00 | 0.64 | 38.40 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.160 | MILE | 250.00 | 1,540.00 | 150.00 | 924.00 | 150.00 | 924.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.980 | MILE | 275.00 | 544.50 | 20.00 | 39.60 | 267.00 | 528.66 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 22.030 | MILE | 550.00 | 12,116.50 | 40.00 | 881.20 | 10.00 | 220.30 | ||
| 717-01 | seeding | 79 | LB | 8.00 | 632.00 | 12.00 | 948.00 | 11.00 | 869.00 | ||
| 718-01 | fertilizer | 2,630 | LB | 0.52 | 1,367.60 | 0.40 | 1,052.00 | 0.31 | 815.30 | ||
| 721-01 | asphalt mulch | 637 | GAL | 3.15 | 2,006.55 | 2.60 | 1,656.20 | 2.67 | 1,700.79 | ||
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | ||
| 726-01 | bedding material | 192.0 | CUYD | 44.00 | 8,448.00 | 50.00 | 9,600.00 | 43.00 | 8,256.00 | ||
| 727-01 | mobilization | lump | LUMP | 5,000.00 | 5,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 70.00 | 1,400.00 | 75.00 | 1,500.00 | 75.00 | 1,500.00 | ||
| 731-02 | reflectorized raised pavement markers | 286 | EACH | 5.00 | 1,430.00 | 5.50 | 1,573.00 | 5.00 | 1,430.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 30 | LNFT | 4.00 | 120.00 | 5.00 | 150.00 | 3.20 | 96.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.810 | MILE | 2,000.00 | 15,620.00 | 2,400.00 | 18,744.00 | 2,000.00 | 15,620.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.660 | MILE | 800.00 | 528.00 | 820.00 | 541.20 | 750.00 | 495.00 | ||
| 735-01 | mailboxes | 28 | EACH | 5.00 | 140.00 | 2.00 | 56.00 | 15.00 | 420.00 | ||
| 735-02 | mailbox supports (single) | 28 | EACH | 135.00 | 3,780.00 | 140.00 | 3,920.00 | 150.00 | 4,200.00 | ||
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | 14,000.00 | 14,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 4,000.00 | 4,000.00 | 18,000.00 | 18,000.00 | 1,000.00 | 1,000.00 | ||
| S-001 | cement treated base course (12 inch depth) | 34,489 | SQYD | 4.02 | 138,645.78 | 5.25 | 181,067.25 | 5.35 | 184,516.15 | ||
| S-002 | u-channel post installation | 53 | each | 65.00 | 3,445.00 | 70.00 | 3,710.00 | 70.00 | 3,710.00 | ||
| S-003 | cleaning existing ditches | 750 | LNFT | 3.00 | 2,250.00 | 6.50 | 4,875.00 | 3.00 | 2,250.00 | ||
| CONTRACTOR TOTAL | 699,288.84 | 795,938.15 | 863,519.90 | ||||||||