| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 012-11-0037 | |||
| Parish: ST LANDRY | |||
| Routes: US 190 | |||
| Description: 3.54 MILES WEST JUNCTION LA 35 TO JUNCTION LA 35 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic conc., in-place stab. cement treated bc, superpave acp, pavement patching, rubbilizing and related work. | |||
| Estimated Construction Cost: $6,497,420.40 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $5,973,090.64 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,230,119.33 |
| 3 | 04089 | H & S CONSTRUCTION CO., INC. | $6,750,310.59 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $7,653,790.44 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - H & S CONSTRUCTION CO., INC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 4,983 | CUYD | 20.00 | 99,660.00 | 19.50 | 97,168.50 | 15.00 | 74,745.00 | 12.75 | 63,533.25 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 28 | CUYD | 20.00 | 560.00 | 30.00 | 840.00 | 16.00 | 448.00 | 12.00 | 336.00 |
| 204-05-A | temporary sediment check dams (hay) | 72 | EACH | 250.00 | 18,000.00 | 165.00 | 11,880.00 | 350.00 | 25,200.00 | 122.00 | 8,784.00 |
| 302-02-B | class ii base course (6" thick) | 16,864.0 | SQYD | 14.00 | 236,096.00 | 12.00 | 202,368.00 | 35.00 | 590,240.00 | 14.75 | 248,744.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 39,848 | SQYD | 12.50 | 498,100.00 | 8.00 | 318,784.00 | 7.50 | 298,860.00 | 13.50 | 537,948.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
100 | CUYD | 60.00 | 6,000.00 | 140.00 | 14,000.00 | 85.00 | 8,500.00 | 28.00 | 2,800.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 100.00 | 5,000.00 | 80.00 | 4,000.00 | 85.00 | 4,250.00 | 48.00 | 2,400.00 |
| 502-01 | superpave asphaltic concrete | 42,190.9 | TON | 83.75 | 3,533,487.88 | 83.00 | 3,501,844.70 | 85.00 | 3,586,226.50 | 103.00 | 4,345,662.70 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
755.1 | TON | 300.00 | 226,530.00 | 195.00 | 147,244.50 | 150.00 | 113,265.00 | 187.00 | 141,203.70 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 33,831 | GAL | 2.00 | 67,662.00 | 3.40 | 115,025.40 | 4.00 | 135,324.00 | 2.10 | 71,045.10 |
| 507-02-B | aggregate (s2) | 49,752 | SQYD | 1.10 | 54,727.20 | 0.55 | 27,363.60 | 1.50 | 74,628.00 | 1.25 | 62,190.00 |
| 507-02-C | aggregate (s3) | 49,752 | SQYD | 1.10 | 54,727.20 | 0.55 | 27,363.60 | 1.50 | 74,628.00 | 1.00 | 49,752.00 |
| 509-01 | cold planing asphaltic pavement | 45,529 | SQYD | 2.00 | 91,058.00 | 0.90 | 40,976.10 | 2.50 | 113,822.50 | 3.00 | 136,587.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,577 | CUYD | 0.01 | - 25.77 | 0.02 | - 51.54 | 0.01 | - 25.77 | 0.10 | - 257.70 |
| 510-01-B | pavement patching (12" minimum thickness) | 50 | SQYD | 150.00 | 7,500.00 | 200.00 | 10,000.00 | 175.00 | 8,750.00 | 271.00 | 13,550.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
3,605 | LNFT | 2.00 | 7,210.00 | 2.20 | 7,931.00 | 3.00 | 10,815.00 | 2.50 | 9,012.50 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
4,392 | LNFT | 3.00 | 13,176.00 | 2.20 | 9,662.40 | 3.00 | 13,176.00 | 2.50 | 10,980.00 |
| 602-03 | cleaning and sealing cracks | 300 | LNFT | 4.00 | 1,200.00 | 4.50 | 1,350.00 | 4.20 | 1,260.00 | 5.00 | 1,500.00 |
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
50.0 | SQYD | 200.00 | 10,000.00 | 250.00 | 12,500.00 | 210.00 | 10,500.00 | 250.00 | 12,500.00 |
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
50.0 | SQYD | 200.00 | 10,000.00 | 230.00 | 11,500.00 | 190.00 | 9,500.00 | 225.00 | 11,250.00 |
| 602-08 | grinding concrete pavement | 266.7 | SQYD | 30.00 | 8,001.00 | 28.00 | 7,467.60 | 75.00 | 20,002.50 | 75.00 | 20,002.50 |
| 602-10 | longitudinal shoulder joints | 4,270 | LNFT | 2.00 | 8,540.00 | 2.40 | 10,248.00 | 2.35 | 10,034.50 | 2.50 | 10,675.00 |
| 703-01 | shoulder underdrain systems | 51,889 | LNFT | 7.00 | 363,223.00 | 11.25 | 583,751.25 | 7.00 | 363,223.00 | 8.25 | 428,084.25 |
| 703-02 | shoulder outlet underdrains | 176 | EACH | 650.00 | 114,400.00 | 625.00 | 110,000.00 | 650.00 | 114,400.00 | 700.00 | 123,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | 250,000.00 | 250,000.00 |
| 713-02-C | temporary pavement markings (8" width) | 514 | LNFT | 0.20 | 102.80 | 0.35 | 179.90 | 0.36 | 185.04 | 0.25 | 128.50 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
23.235 | MILE | 400.00 | 9,294.00 | 375.00 | 8,713.13 | 350.00 | 8,132.25 | 150.00 | 3,485.25 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.441 | MILE | 325.00 | 4,693.33 | 535.00 | 7,725.94 | 570.00 | 8,231.37 | 275.00 | 3,971.28 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 29.300 | MILE | 700.00 | 20,510.00 | 625.00 | 18,312.50 | 706.00 | 20,685.80 | 600.00 | 17,580.00 |
| 713-05-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 60.00 | 120.00 | 55.00 | 110.00 | 60.00 | 120.00 | 65.00 | 130.00 |
| 713-05-C | temporary pavement legends and symbols (only) | 2 | EACH | 60.00 | 120.00 | 55.00 | 110.00 | 60.00 | 120.00 | 65.00 | 130.00 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 898 | EACH | 2.00 | 1,796.00 | 1.20 | 1,077.60 | 1.20 | 1,077.60 | 2.00 | 1,796.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 14,500.00 | 14,500.00 | 9,000.00 | 9,000.00 |
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 450,000.00 | 450,000.00 | 300,000.00 | 300,000.00 | 705,000.00 | 705,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 150.00 | 600.00 | 85.00 | 340.00 | 98.00 | 392.00 | 96.69 | 386.76 |
| 731-01 | nonreflectorized raised pavement markers | 176 | EACH | 15.00 | 2,640.00 | 17.00 | 2,992.00 | 18.00 | 3,168.00 | 14.00 | 2,464.00 |
| 731-02 | reflectorized raised pavement markers | 998 | EACH | 6.00 | 5,988.00 | 5.80 | 5,788.40 | 6.35 | 6,337.30 | 6.00 | 5,988.00 |
| 732-01-C | plastic pavement striping (8" width) | 257 | LNFT | 2.00 | 514.00 | 0.95 | 244.15 | 1.00 | 257.00 | 1.25 | 321.25 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.580 | MILE | 2,500.00 | 36,450.00 | 3,000.00 | 43,740.00 | 3,150.00 | 45,927.00 | 2,600.00 | 37,908.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.220 | MILE | 800.00 | 5,776.00 | 750.00 | 5,415.00 | 770.00 | 5,559.40 | 800.00 | 5,776.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 200.00 | 400.00 | 200.00 | 400.00 | 210.00 | 420.00 | 165.00 | 330.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 200.00 | 400.00 | 225.00 | 450.00 | 240.00 | 480.00 | 165.00 | 330.00 |
| 732-05 | removal of existing markings | 0.063 | MILE | 15,000.00 | 945.00 | 6,200.00 | 390.60 | 6,800.00 | 428.40 | 10,500.00 | 661.50 |
| 734-01 | rubblizing portland cement concrete pavement | 44,144 | SQYD | 3.50 | 154,504.00 | 3.00 | 132,432.00 | 6.00 | 264,864.00 | 3.65 | 161,125.60 |
| 735-01 | mailboxes | 42 | EACH | 1.00 | 42.00 | 10.00 | 420.00 | 1.20 | 50.40 | 1.00 | 42.00 |
| 735-02 | mailbox supports (single) | 32 | EACH | 115.00 | 3,680.00 | 130.00 | 4,160.00 | 140.00 | 4,480.00 | 125.00 | 4,000.00 |
| 735-03 | mailbox supports (double) | 3 | EACH | 150.00 | 450.00 | 175.00 | 525.00 | 190.00 | 570.00 | 175.00 | 525.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 250.00 | 250.00 | 280.00 | 280.00 | 300.00 | 300.00 | 275.00 | 275.00 |
| 739-01 | hydro-seeding | 24.51 | ACRE | 1,100.00 | 26,961.00 | 1,000.00 | 24,510.00 | 1,160.00 | 28,431.60 | 1,000.00 | 24,510.00 |
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 67,850.00 | 67,850.00 | 31,000.00 | 31,000.00 |
| S-001 | dynamic message sign unit | 2 | EACH | 10,500.00 | 21,000.00 | 15,000.00 | 30,000.00 | 18,500.00 | 37,000.00 | 25,000.00 | 50,000.00 |
| S-002 | rumble strips (ground-in) | 14.0 | MILE | 1,000.00 | 14,000.00 | 650.00 | 9,100.00 | 1,100.00 | 15,400.00 | 1,100.00 | 15,400.00 |
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
246 | LNFT | 3.00 | 738.00 | 8.00 | 1,968.00 | 2.40 | 590.40 | 8.00 | 1,968.00 |
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
312 | LNFT | 3.00 | 936.00 | 8.00 | 2,496.00 | 2.40 | 748.80 | 8.00 | 2,496.00 |
| S-927 | sawcuts in asphaltic concrete lifts | 1,116 | LNFT | 3.00 | 3,348.00 | 4.50 | 5,022.00 | 2.00 | 2,232.00 | 5.00 | 5,580.00 |
| CONTRACTOR TOTAL | 5,973,090.64 | 6,230,119.33 | 6,750,310.59 | 7,653,790.44 | |||||||