| |||
| Lead Project: 454-04-0071 | |||
| Parish: ST TAMMANY | |||
| Routes: I-12 | |||
| Description: JCT. US 190 (COVINGTON) - BAYOU LACOMBE | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching, pavement widening, and related work. | |||
| Estimated Construction Cost: $13,212,647.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $12,755,459.50 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $14,482,482.10 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $21,281,928.92 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 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 | ||||
| 202-02-G | removal of surfacing & stabilized base | 3,810.1 | SQYD | 10.00 | 38,101.00 | 11.00 | 41,911.10 | 14.00 | 53,341.40 | ||
| 202-02-H | removal of guard rail | 5,265 | LNFT | 3.00 | 15,795.00 | 5.00 | 26,325.00 | 4.00 | 21,060.00 | ||
| 203-01 | general excavation | 633 | CUYD | 15.00 | 9,495.00 | 21.00 | 13,293.00 | 53.00 | 33,549.00 | ||
| 203-07-B | borrow (vehicular measurement)(plastic soil) | 20,000 | CUYD | 15.50 | 310,000.00 | 21.00 | 420,000.00 | 25.00 | 500,000.00 | ||
| 204-06 | temporary silt fencing | 111,302 | LNFT | 1.50 | 166,953.00 | 1.50 | 166,953.00 | 1.50 | 166,953.00 | ||
| 302-02-G | class ii base course (16" thick) | 3,801.0 | SQYD | 50.00 | 190,050.00 | 50.00 | 190,050.00 | 39.00 | 148,239.00 | ||
| 502-01 | superpave asphaltic concrete | 74,459.3 | TON | 80.00 | 5,956,744.00 | 74.00 | 5,509,988.20 | 110.00 | 8,190,523.00 | ||
| 508-01 | asphalt concrete (sma) wearing course | 34,916.0 | TON | 100.00 | 3,491,600.00 | 96.00 | 3,351,936.00 | 135.00 | 4,713,660.00 | ||
| 509-01 | cold planing asphaltic pavement | 489,680 | SQYD | 1.50 | 734,520.00 | 2.80 | 1,371,104.00 | 4.00 | 1,958,720.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13,602 | CUYD | 10.00 | - 136,020.00 | 4.00 | - 54,408.00 | 0.10 | - 1,360.20 | ||
| 510-01-D | pavement patching (18" minimum thickness) | 300 | SQYD | 250.00 | 75,000.00 | 200.00 | 60,000.00 | 400.00 | 120,000.00 | ||
| 701-15 | concrete collar | 46 | EACH | 500.00 | 23,000.00 | 1,200.00 | 55,200.00 | 1,000.00 | 46,000.00 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 500.0 | LNFT | 45.00 | 22,500.00 | 46.00 | 23,000.00 | 50.00 | 25,000.00 | ||
| 704-03 | blocked out guard rail | 3,300.0 | LNFT | 20.00 | 66,000.00 | 19.00 | 62,700.00 | 20.00 | 66,000.00 | ||
| 704-06 | guard rail anchor sections (trailing end) | 25.0 | LNFT | 80.00 | 2,000.00 | 70.00 | 1,750.00 | 80.00 | 2,000.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
25.0 | LNFT | 90.00 | 2,250.00 | 87.00 | 2,175.00 | 90.00 | 2,250.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 60.00 | 24,000.00 | 53.00 | 21,200.00 | 60.00 | 24,000.00 | ||
| 704-10 | guard rail anchor block | 16 | EACH | 900.00 | 14,400.00 | 2,000.00 | 32,000.00 | 850.00 | 13,600.00 | ||
| 704-11-A | guard rail end treatment (flared) | 24 | EACH | 2,000.00 | 48,000.00 | 2,000.00 | 48,000.00 | 2,000.00 | 48,000.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 1,348.2 | SQYD | 60.00 | 80,892.00 | 56.00 | 75,499.20 | 55.00 | 74,151.00 | ||
| 707-04 | asphaltic curb | 160.0 | LNFT | 30.00 | 4,800.00 | 60.00 | 9,600.00 | 76.00 | 12,160.00 | ||
| 710-01 | flowable fill | 50 | CUYD | 150.00 | 7,500.00 | 300.00 | 15,000.00 | 165.00 | 8,250.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 660,000.00 | 660,000.00 | 1,885,000.00 | 1,885,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 8,427 | LNFT | 0.30 | 2,528.10 | 0.30 | 2,528.10 | 0.35 | 2,949.45 | ||
| 713-02-E | temporary pavement markings (24" width) | 3,198 | LNFT | 1.00 | 3,198.00 | 0.90 | 2,878.20 | 1.00 | 3,198.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
63.237 | MILE | 10.00 | 632.37 | 200.00 | 12,647.40 | 95.00 | 6,007.52 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
63.237 | MILE | 15.00 | 948.56 | 200.00 | 12,647.40 | 250.00 | 15,809.25 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 135.279 | MILE | 30.00 | 4,058.37 | 300.00 | 40,583.70 | 500.00 | 67,639.50 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 12 | EACH | 50.00 | 600.00 | 50.00 | 600.00 | 40.00 | 480.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 12 | EACH | 50.00 | 600.00 | 50.00 | 600.00 | 50.00 | 600.00 | ||
| 727-01 | mobilization | lump | LUMP | 700,000.00 | 700,000.00 | 1,100,000.00 | 1,100,000.00 | 2,100,000.00 | 2,100,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 68 | EACH | 70.00 | 4,760.00 | 70.00 | 4,760.00 | 70.00 | 4,760.00 | ||
| 729-16-C | object marker assembly (type 3) | 32 | EACH | 80.00 | 2,560.00 | 80.00 | 2,560.00 | 80.00 | 2,560.00 | ||
| 731-02 | reflectorized raised pavement markers | 4,133 | EACH | 5.50 | 22,731.50 | 5.40 | 22,318.20 | 6.00 | 24,798.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,809 | LNFT | 1.00 | 2,809.00 | 1.00 | 2,809.00 | 1.00 | 2,809.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,066 | LNFT | 4.00 | 4,264.00 | 4.00 | 4,264.00 | 4.50 | 4,797.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 45.093 | MILE | 2,800.00 | 126,260.40 | 2,800.00 | 126,260.40 | 3,000.00 | 135,279.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 21.079 | MILE | 800.00 | 16,863.20 | 800.00 | 16,863.20 | 1,000.00 | 21,079.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 250.00 | 1,000.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 300.00 | 1,200.00 | 300.00 | 1,200.00 | 300.00 | 1,200.00 | ||
| 732-05 | removal of existing markings | 1.500 | MILE | 6,000.00 | 9,000.00 | 7,000.00 | 10,500.00 | 6,000.00 | 9,000.00 | ||
| 736-09 | loop detector | 300 | LNFT | 15.00 | 4,500.00 | 20.00 | 6,000.00 | 17.00 | 5,100.00 | ||
| 737-03-D | painted traffic striping (solid line)(12" width) | 348 | LNFT | 7.00 | 2,436.00 | 8.00 | 2,784.00 | 8.00 | 2,784.00 | ||
| 739-01 | hydro-seeding | 30.00 | ACRE | 1,000.00 | 30,000.00 | 1,400.00 | 42,000.00 | 1,200.00 | 36,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 400,000.00 | 400,000.00 | 250,000.00 | 250,000.00 | ||
| S-001 | rumble strips (ground-in) | 41.1 | MILE | 500.00 | 20,550.00 | 700.00 | 28,770.00 | 750.00 | 30,825.00 | ||
| S-002 | concrete apron | 47 | EACH | 1,400.00 | 65,800.00 | 2,000.00 | 94,000.00 | 1,250.00 | 58,750.00 | ||
| S-003 | exposing existing r.c. pipe | 236 | LNFT | 50.00 | 11,800.00 | 80.00 | 18,880.00 | 22.00 | 5,192.00 | ||
| S-004 | dynamic message sign unit | 6 | EACH | 26,000.00 | 156,000.00 | 30,000.00 | 180,000.00 | 25,000.00 | 150,000.00 | ||
| S-005 | remove and relocate sign posts and footings | 2 | EACH | 1,250.00 | 2,500.00 | 8,000.00 | 16,000.00 | 1,400.00 | 2,800.00 | ||
| S-101 | barrier rail rehabilitation | 4,432 | LNFT | 40.00 | 177,280.00 | 36.00 | 159,552.00 | 38.00 | 168,416.00 | ||
| S-465 | one cycle mowing (approximately 186 acres) | 3 | EACH | 6,000.00 | 18,000.00 | 15,000.00 | 45,000.00 | 12,000.00 | 36,000.00 | ||
| S-466 | one cycle litter (approximately 186 acres) | 3 | EACH | 1,000.00 | 3,000.00 | 7,000.00 | 21,000.00 | 7,000.00 | 21,000.00 | ||
| CONTRACTOR TOTAL | 12,755,459.50 | 14,482,482.10 | 21,281,928.92 | ||||||||