| |||
| DBE GOAL FED | |||
| Lead Project: 067-06-0035 | |||
| Parish: JACKSON | |||
| Routes: LA 4 | |||
| Description: US 167 - CANEY LAKE | |||
| Type Const:
grading, drainage structures, pavement patching, pavement widening, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $3,656,877.53 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $3,590,884.62 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,990,024.85 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,294,593.89 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 300,000.00 | 300,000.00 | 65,000.00 | 65,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 3,800.00 | 3,800.00 | 25,000.00 | 25,000.00 | ||
| 202-02-B | removal of concrete box culverts | 1 | EACH | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 676 | SQYD | 11.50 | 7,774.00 | 31.00 | 20,956.00 | 30.00 | 20,280.00 | ||
| 202-02-H | removal of guard rail | 412 | LNFT | 15.00 | 6,180.00 | 6.00 | 2,472.00 | 9.00 | 3,708.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 100,000.00 | 100,000.00 | 113,000.00 | 113,000.00 | 120,000.00 | 120,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 1,497 | CUYD | 18.00 | 26,946.00 | 16.00 | 23,952.00 | 22.00 | 32,934.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 409 | CUYD | 10.00 | 4,090.00 | 20.00 | 8,180.00 | 26.00 | 10,634.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 200.00 | 2,000.00 | 106.00 | 1,060.00 | 170.00 | 1,700.00 | ||
| 204-06 | temporary silt fencing | 1,500 | LNFT | 3.75 | 5,625.00 | 1.70 | 2,550.00 | 3.00 | 4,500.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,803 | CUYD | 20.00 | 36,060.00 | 38.00 | 68,514.00 | 65.00 | 117,195.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 525.7 | CUYD | 12.00 | 6,308.40 | 35.00 | 18,399.50 | 85.00 | 44,684.50 | ||
| 502-01 | superpave asphaltic concrete | 19,908.0 | TON | 67.00 | 1,333,836.00 | 63.00 | 1,254,204.00 | 79.00 | 1,572,732.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,566.8 | TON | 67.00 | 171,975.60 | 100.00 | 256,680.00 | 140.00 | 359,352.00 | ||
| 509-01 | cold planing asphaltic pavement | 104,764 | SQYD | 1.10 | 115,240.40 | 1.70 | 178,098.80 | 2.00 | 209,528.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,871 | CUYD | 0.01 | - 28.71 | 1.00 | - 2,871.00 | 0.01 | - 28.71 | ||
| 701-01-I | cross drain pipe (24" rcp) | 56 | LNFT | 95.00 | 5,320.00 | 113.00 | 6,328.00 | 150.00 | 8,400.00 | ||
| 701-01-M | cross drain pipe (36" rcp) | 56 | LNFT | 110.00 | 6,160.00 | 131.00 | 7,336.00 | 180.00 | 10,080.00 | ||
| 701-01-N | cross drain pipe (42" rcp) | 150 | LNFT | 145.00 | 21,750.00 | 175.00 | 26,250.00 | 190.00 | 28,500.00 | ||
| 701-01-O | cross drain pipe (48" rcp) | 50 | LNFT | 165.00 | 8,250.00 | 200.00 | 10,000.00 | 300.00 | 15,000.00 | ||
| 701-01-S | cross drain pipe (72" rcp) | 56 | LNFT | 335.00 | 18,760.00 | 400.00 | 22,400.00 | 400.00 | 22,400.00 | ||
| 701-06-B | side drain pipe arch (18" equiv. rcpa) | 26 | LNFT | 55.00 | 1,430.00 | 62.00 | 1,612.00 | 180.00 | 4,680.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 14 | LNFT | 130.00 | 1,820.00 | 156.00 | 2,184.00 | 200.00 | 2,800.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 20 | LNFT | 155.00 | 3,100.00 | 188.00 | 3,760.00 | 210.00 | 4,200.00 | ||
| 701-10-N | reinforced concrete pipe (extension)(42") | 18 | LNFT | 170.00 | 3,060.00 | 200.00 | 3,600.00 | 270.00 | 4,860.00 | ||
| 701-12-I | corrugated metal pipe (extension)(24") | 44 | LNFT | 130.00 | 5,720.00 | 156.00 | 6,864.00 | 360.00 | 15,840.00 | ||
| 701-12-K | corrugated metal pipe (extension)(30") | 12 | LNFT | 130.00 | 1,560.00 | 156.00 | 1,872.00 | 300.00 | 3,600.00 | ||
| 701-15 | concrete collar | 15 | EACH | 625.00 | 9,375.00 | 750.00 | 11,250.00 | 1,000.00 | 15,000.00 | ||
| 702-04-A | adjusting manholes | 2 | EACH | 1,100.00 | 2,200.00 | 1,200.00 | 2,400.00 | 2,000.00 | 4,000.00 | ||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 17.00 | 1,700.00 | 20.00 | 2,000.00 | 18.00 | 1,800.00 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 36.00 | 1,800.00 | 44.00 | 2,200.00 | 40.00 | 2,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 51.00 | 5,100.00 | 62.00 | 6,200.00 | 55.00 | 5,500.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,875.00 | 7,500.00 | 2,300.00 | 9,200.00 | 2,000.00 | 8,000.00 | ||
| 705-09 | rebuilt fence | 64 | LNFT | 26.00 | 1,664.00 | 55.00 | 3,520.00 | 12.00 | 768.00 | ||
| 706-02-C | concrete drive (6" thick) | 663.2 | SQYD | 51.00 | 33,823.20 | 62.00 | 41,118.40 | 60.00 | 39,792.00 | ||
| 707-01 | concrete curb | 40.0 | LNFT | 16.00 | 640.00 | 19.00 | 760.00 | 25.00 | 1,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 185,000.00 | 185,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
24.531 | MILE | 160.00 | 3,924.96 | 160.00 | 3,924.96 | 400.00 | 9,812.40 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.304 | MILE | 1.00 | 14.30 | 313.00 | 4,477.15 | 300.00 | 4,291.20 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 78.822 | MILE | 1.00 | 78.82 | 627.00 | 49,421.39 | 600.00 | 47,293.20 | ||
| 716-01-A | mulch (vegetative) | 7.52 | ACRE | 625.00 | 4,700.00 | 880.00 | 6,617.60 | 800.00 | 6,016.00 | ||
| 717-01 | seeding | 338 | LB | 7.15 | 2,416.70 | 9.00 | 3,042.00 | 8.00 | 2,704.00 | ||
| 718-01 | fertilizer | 7,520 | LB | 0.40 | 3,008.00 | 0.50 | 3,760.00 | 0.50 | 3,760.00 | ||
| 724-01-C | pavement patching (15" minimum thickness) | 245 | SQYD | 135.00 | 33,075.00 | 140.00 | 34,300.00 | 170.00 | 41,650.00 | ||
| 724-02 | pavement widening | 143.6 | SQYD | 125.00 | 17,950.00 | 138.00 | 19,816.80 | 150.00 | 21,540.00 | ||
| 724-03 | pavement joint repair | 64.1 | TON | 275.00 | 17,627.50 | 300.00 | 19,230.00 | 250.00 | 16,025.00 | ||
| 726-01 | bedding material | 332.9 | CUYD | 76.00 | 25,300.40 | 88.00 | 29,295.20 | 75.00 | 24,967.50 | ||
| 727-01 | mobilization | lump | LUMP | 203,000.00 | 203,000.00 | 320,000.00 | 320,000.00 | 300,000.00 | 300,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 47 | EACH | 56.00 | 2,632.00 | 70.00 | 3,290.00 | 65.00 | 3,055.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 71.00 | 284.00 | 88.00 | 352.00 | 85.00 | 340.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,081 | EACH | 6.00 | 6,486.00 | 6.00 | 6,486.00 | 5.00 | 5,405.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 26.274 | MILE | 2,225.00 | 58,459.65 | 2,700.00 | 70,939.80 | 2,200.00 | 57,802.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.768 | MILE | 800.00 | 3,814.40 | 900.00 | 4,291.20 | 750.00 | 3,576.00 | ||
| 735-01 | mailboxes | 115 | EACH | 5.50 | 632.50 | 20.00 | 2,300.00 | 6.00 | 690.00 | ||
| 735-02 | mailbox supports (single) | 97 | EACH | 126.00 | 12,222.00 | 200.00 | 19,400.00 | 150.00 | 14,550.00 | ||
| 735-03 | mailbox supports (double) | 12 | EACH | 255.00 | 3,060.00 | 350.00 | 4,200.00 | 250.00 | 3,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 24,000.00 | 24,000.00 | ||
| 741-11 | adjusting water valve and meter box | 2 | EACH | 550.00 | 1,100.00 | 625.00 | 1,250.00 | 2,000.00 | 4,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 80,000.00 | 80,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 65.35 | CUYD | 850.00 | 55,547.50 | 1,004.67 | 65,655.18 | 1,600.00 | 104,560.00 | ||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 22.0 | LNFT | 425.00 | 9,350.00 | 502.34 | 11,051.48 | 450.00 | 9,900.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 36.0 | LNFT | 425.00 | 15,300.00 | 502.34 | 18,084.24 | 525.00 | 18,900.00 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 40.0 | LNFT | 660.00 | 26,400.00 | 816.30 | 32,652.00 | 550.00 | 22,000.00 | ||
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 28.0 | LNFT | 380.00 | 10,640.00 | 470.94 | 13,186.32 | 500.00 | 14,000.00 | ||
| 806-01 | deformed reinforcing steel | 4,705 | LB | 2.25 | 10,586.25 | 2.51 | 11,809.55 | 3.00 | 14,115.00 | ||
| S-001 | cement treated base course (12 in depth) | 95,867 | SQYD | 7.25 | 695,035.75 | 6.57 | 629,846.19 | 6.00 | 575,202.00 | ||
| S-002 | cleaning existing ditches | 2,000 | LNFT | 8.50 | 17,000.00 | 10.05 | 20,100.00 | 12.00 | 24,000.00 | ||
| S-003 | radar traffic sensor and recorder system | 1 | EACH | 25,000.00 | 25,000.00 | 31,396.09 | 31,396.09 | 26,000.00 | 26,000.00 | ||
| CONTRACTOR TOTAL | 3,590,884.62 | 3,990,024.85 | 4,294,593.89 | ||||||||