| |||
| DBE GOAL FED | |||
| Lead Project: 012-06-0049 | |||
| Parish: ALLEN | |||
| Routes: US 190 | |||
| Description: LA 113 - W. END CALCASIEU RIVER BRIDGE | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, pavement patching, and related work. | |||
| Estimated Construction Cost: $2,888,674.21 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $3,234,111.63 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,285,131.95 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,316,038.98 |
| 4 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $3,345,762.11 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - R. E. HEIDT CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 2,164 | LNFT | 10.00 | 21,640.00 | 6.00 | 12,984.00 | 6.00 | 12,984.00 | 3.00 | 6,492.00 |
| 203-08 | borrow (vehicular measurement) | 500 | CUYD | 20.00 | 10,000.00 | 40.00 | 20,000.00 | 20.00 | 10,000.00 | 62.00 | 31,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
48 | CUYD | 100.00 | 4,800.00 | 100.00 | 4,800.00 | 100.00 | 4,800.00 | 226.00 | 10,848.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
270.5 | TON | 175.00 | 47,337.50 | 180.00 | 48,690.00 | 155.00 | 41,927.50 | 80.00 | 21,640.00 |
| 508-01 | asphalt concrete (sma) wearing course | 14,057.9 | TON | 100.00 | 1,405,790.00 | 120.00 | 1,686,948.00 | 110.00 | 1,546,369.00 | 101.00 | 1,419,847.90 |
| 509-01 | cold planing asphaltic pavement | 113,922 | SQYD | 2.00 | 227,844.00 | 1.00 | 113,922.00 | 2.00 | 227,844.00 | 0.50 | 56,961.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,498 | CUYD | 0.01 | - 44.98 | 0.00 | 0.00 | 0.10 | - 449.80 | 2.00 | - 8,996.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
760 | LNFT | 6.00 | 4,560.00 | 3.00 | 2,280.00 | 2.50 | 1,900.00 | 2.10 | 1,596.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
1,064 | LNFT | 6.00 | 6,384.00 | 3.00 | 3,192.00 | 2.50 | 2,660.00 | 2.10 | 2,234.40 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 25.0 | LNFT | 40.00 | 1,000.00 | 45.00 | 1,125.00 | 60.00 | 1,500.00 | 42.00 | 1,050.00 |
| 704-03 | blocked out guard rail | 897.8 | LNFT | 17.00 | 15,262.60 | 18.00 | 16,160.40 | 24.00 | 21,547.20 | 18.00 | 16,160.40 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 125.0 | LNFT | 39.00 | 4,875.00 | 40.00 | 5,000.00 | 54.00 | 6,750.00 | 41.00 | 5,125.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 263.5 | LNFT | 52.00 | 13,702.00 | 53.00 | 13,965.50 | 66.00 | 17,391.00 | 55.00 | 14,492.50 |
| 704-11-A | guard rail end treatment (flared) | 32 | EACH | 1,900.00 | 60,800.00 | 2,000.00 | 64,000.00 | 2,400.00 | 76,800.00 | 1,995.00 | 63,840.00 |
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,300.00 | 4,600.00 | 2,400.00 | 4,800.00 | 3,000.00 | 6,000.00 | 2,415.00 | 4,830.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 150,000.00 | 150,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 9,193.00 | 9,193.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
23.850 | MILE | 400.00 | 9,540.00 | 400.00 | 9,540.00 | 150.00 | 3,577.50 | 671.00 | 16,003.35 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
24.222 | MILE | 1.00 | 24.22 | 450.00 | 10,899.90 | 363.00 | 8,792.59 | 315.00 | 7,629.93 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 48.090 | MILE | 1.00 | 48.09 | 850.00 | 40,876.50 | 725.00 | 34,865.25 | 630.00 | 30,296.70 |
| 717-01 | seeding | 32 | LB | 200.00 | 6,400.00 | 22.00 | 704.00 | 24.00 | 768.00 | 21.00 | 672.00 |
| 718-01 | fertilizer | 530 | LB | 2.00 | 1,060.00 | 2.00 | 1,060.00 | 2.00 | 1,060.00 | 2.00 | 1,060.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 150.00 | 37,500.00 | 180.00 | 45,000.00 | 124.00 | 31,000.00 | 76.00 | 19,000.00 |
| 724-03 | pavement joint repair | 10.0 | TON | 200.00 | 2,000.00 | 500.00 | 5,000.00 | 500.00 | 5,000.00 | 427.00 | 4,270.00 |
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 80,000.00 | 80,000.00 | 320,000.00 | 320,000.00 | 50,000.00 | 50,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 58.00 | 1,160.00 | 65.00 | 1,300.00 | 65.00 | 1,300.00 | 61.00 | 1,220.00 |
| 729-16-C | object marker assembly (type 3) | 34 | EACH | 70.00 | 2,380.00 | 75.00 | 2,550.00 | 90.00 | 3,060.00 | 74.00 | 2,516.00 |
| 731-02 | reflectorized raised pavement markers | 1,050 | EACH | 5.00 | 5,250.00 | 5.50 | 5,775.00 | 6.00 | 6,300.00 | 5.00 | 5,250.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.030 | MILE | 2,600.00 | 41,678.00 | 2,400.00 | 38,472.00 | 2,600.00 | 41,678.00 | 2,258.00 | 36,195.74 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.074 | MILE | 800.00 | 6,459.20 | 725.00 | 5,853.65 | 850.00 | 6,862.90 | 735.00 | 5,934.39 |
| 735-01 | mailboxes | 4 | EACH | 1.00 | 4.00 | 50.00 | 200.00 | 20.00 | 80.00 | 1.00 | 4.00 |
| 735-02 | mailbox supports (single) | 4 | EACH | 500.00 | 2,000.00 | 175.00 | 700.00 | 150.00 | 600.00 | 105.00 | 420.00 |
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 3,278.00 | 3,278.00 |
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 20,000.00 | 20,000.00 | 51,486.00 | 51,486.00 |
| S-001 | rumble strips (ground-in) | 1.3 | MILE | 6,400.00 | 8,320.00 | 3,000.00 | 3,900.00 | 4,500.00 | 5,850.00 | 3,958.00 | 5,145.40 |
| S-002 | high strain asphalt mixture-reflective crack relief interlayer |
111,172 | SQYD | 6.50 | 722,618.00 | 8.50 | 944,962.00 | 7.22 | 802,661.84 | 13.00 | 1,445,236.00 |
| S-127 | sawcuts in asphaltic concrete lifts | 1,824 | LNFT | 5.00 | 9,120.00 | 3.00 | 5,472.00 | 2.50 | 4,560.00 | 2.10 | 3,830.40 |
| CONTRACTOR TOTAL | 3,234,111.63 | 3,285,131.95 | 3,316,038.98 | 3,345,762.11 | |||||||