| |||
| DBE GOAL FED | |||
| Lead Project: 424-04-0034 | |||
| Parish: IBERIA | |||
| Routes: US 90 | |||
| Description: US 90 INTERCHANGE AT LA 675 | |||
| Type Const:
grading, drain struct, class i & ii bc, lime trmt, superpave acp, pccp,concrete girder span bridge, and related work | |||
| Estimated Construction Cost: $24,541,987.82 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $22,608,641.98 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $23,030,869.52 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $24,953,059.54 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $34,549,610.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - AUSTIN BRIDGE & ROAD, LP |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 500,000.00 | 500,000.00 | 100,000.00 | 100,000.00 | 42,210.00 | 42,210.00 | 125,000.00 | 125,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 29,450.00 | 29,450.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge (sta. 203+33.70, 28' x 1022' concrete prestressed girder bridge) |
1 | EACH | 135,000.00 | 135,000.00 | 250,000.00 | 250,000.00 | 124,620.00 | 124,620.00 | 250,000.00 | 250,000.00 |
| 202-02-A-02 | removal of bridge (sta. 203+68.83, 28' x 1022' concrete prestressed girder bridge) |
1 | EACH | 135,000.00 | 135,000.00 | 250,000.00 | 250,000.00 | 124,620.00 | 124,620.00 | 250,000.00 | 250,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 22,783 | SQYD | 5.00 | 113,915.00 | 3.80 | 86,575.40 | 4.50 | 102,523.50 | 10.00 | 227,830.00 |
| 202-02-G | removal of surfacing & stabilized base | 2,408.7 | SQYD | 10.00 | 24,087.00 | 4.00 | 9,634.80 | 3.65 | 8,791.76 | 4.00 | 9,634.80 |
| 202-02-H | removal of guard rail | 974 | LNFT | 5.00 | 4,870.00 | 9.00 | 8,766.00 | 5.00 | 4,870.00 | 5.50 | 5,357.00 |
| 202-02-I | removal of sign (sta. 200+00.00, 12' x 40'lighted metal billboard on a 42" x 60' steel post) |
1 | EACH | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | 3,628.00 | 3,628.00 | 30,000.00 | 30,000.00 |
| 203-01 | general excavation | 144,934 | CUYD | 3.00 | 434,802.00 | 3.35 | 485,528.90 | 4.58 | 663,797.72 | 6.50 | 942,071.00 |
| 203-04 | embankment | 57,022 | CUYD | 12.50 | 712,775.00 | 10.25 | 584,475.50 | 8.90 | 507,495.80 | 15.00 | 855,330.00 |
| 204-05-A | temporary sediment check dams (hay) | 35 | EACH | 85.00 | 2,975.00 | 130.00 | 4,550.00 | 152.00 | 5,320.00 | 130.00 | 4,550.00 |
| 204-06 | temporary silt fencing | 17,547 | LNFT | 2.25 | 39,480.75 | 1.85 | 32,461.95 | 1.75 | 30,707.25 | 1.50 | 26,320.50 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 5,800.00 | 11,600.00 | 3,900.00 | 7,800.00 | 10,227.00 | 20,454.00 | 10,000.00 | 20,000.00 |
| 301-02-E | class i base course (8" thick) | 64,347.8 | SQYD | 13.00 | 836,521.40 | 16.50 | 1,061,738.70 | 15.90 | 1,023,130.02 | 18.50 | 1,190,434.30 |
| 302-02-D | class ii base course (12" thick) | 48,206.9 | SQYD | 25.00 | 1,205,172.50 | 24.00 | 1,156,965.60 | 22.20 | 1,070,193.18 | 29.00 | 1,398,000.10 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 11,237 | SQYD | 11.00 | 123,607.00 | 5.50 | 61,803.50 | 8.47 | 95,177.39 | 9.00 | 101,133.00 |
| 304-01 | lime | 561.73 | TON | 130.00 | 73,024.90 | 140.00 | 78,642.20 | 148.00 | 83,136.04 | 150.00 | 84,259.50 |
| 304-04-D | lime treatment (type d) (12" thick) | 39,628 | SQYD | 1.35 | 53,497.80 | 1.30 | 51,516.40 | 1.00 | 39,628.00 | 3.00 | 118,884.00 |
| 305-01 | subgrade layer (10" thick) | 112,555 | SQYD | 6.00 | 675,330.00 | 7.00 | 787,885.00 | 6.95 | 782,257.25 | 8.50 | 956,717.50 |
| 401-01 | aggregate surface course (net section) | 163.0 | CUYD | 100.00 | 16,300.00 | 60.00 | 9,780.00 | 81.00 | 13,203.00 | 80.00 | 13,040.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 225.0 | CUYD | 70.00 | 15,750.00 | 35.00 | 7,875.00 | 71.00 | 15,975.00 | 65.00 | 14,625.00 |
| 502-01 | superpave asphaltic concrete | 16,360.8 | TON | 70.00 | 1,145,256.00 | 93.50 | 1,529,734.80 | 81.00 | 1,325,224.80 | 90.00 | 1,472,472.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
123.4 | TON | 100.00 | 12,340.00 | 170.00 | 20,978.00 | 125.00 | 15,425.00 | 135.00 | 16,659.00 |
| 601-01-K | portland cement concrete pavement (10" thick) | 55,892.0 | SQYD | 55.00 | 3,074,060.00 | 60.00 | 3,353,520.00 | 48.00 | 2,682,816.00 | 80.00 | 4,471,360.00 |
| 601-04 | portland cement concrete pavement coring | 70 | EACH | 100.00 | 7,000.00 | 140.00 | 9,800.00 | 100.00 | 7,000.00 | 300.00 | 21,000.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,436 | LNFT | 90.00 | 129,240.00 | 125.00 | 179,500.00 | 69.00 | 99,084.00 | 135.00 | 193,860.00 |
| 701-05-I | side drain pipe (24") | 80 | LNFT | 75.00 | 6,000.00 | 80.00 | 6,400.00 | 50.00 | 4,000.00 | 100.00 | 8,000.00 |
| 701-15 | concrete collar | 2 | EACH | 1,000.00 | 2,000.00 | 925.00 | 1,850.00 | 1,050.00 | 2,100.00 | 1,000.00 | 2,000.00 |
| 702-02-C | manholes (r-cb-11 mod) | 4 | EACH | 4,500.00 | 18,000.00 | 4,600.00 | 18,400.00 | 5,120.00 | 20,480.00 | 6,000.00 | 24,000.00 |
| 702-03-A | catch basins (cb-01) | 2 | EACH | 3,500.00 | 7,000.00 | 1,700.00 | 3,400.00 | 3,250.00 | 6,500.00 | 3,000.00 | 6,000.00 |
| 703-01 | shoulder underdrain systems | 10,620 | LNFT | 7.00 | 74,340.00 | 8.25 | 87,615.00 | 15.00 | 159,300.00 | 14.00 | 148,680.00 |
| 703-02 | shoulder outlet underdrains | 36 | EACH | 400.00 | 14,400.00 | 370.00 | 13,320.00 | 200.00 | 7,200.00 | 550.00 | 19,800.00 |
| 704-03 | blocked out guard rail | 675.0 | LNFT | 18.50 | 12,487.50 | 22.00 | 14,850.00 | 19.50 | 13,162.50 | 20.00 | 13,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 50.00 | 5,000.00 | 55.00 | 5,500.00 | 50.00 | 5,000.00 | 55.00 | 5,500.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,850.00 | 7,400.00 | 2,100.00 | 8,400.00 | 1,850.00 | 7,400.00 | 2,000.00 | 8,000.00 |
| 706-02-C | concrete drive (6" thick) | 249.9 | SQYD | 59.00 | 14,744.10 | 60.00 | 14,994.00 | 80.34 | 20,076.97 | 65.00 | 16,243.50 |
| 708-01 | right-of-way monument | 7 | EACH | 150.00 | 1,050.00 | 400.00 | 2,800.00 | 500.00 | 3,500.00 | 60.00 | 420.00 |
| 708-02 | right-of-way monument witness post | 7 | EACH | 75.00 | 525.00 | 400.00 | 2,800.00 | 200.00 | 1,400.00 | 60.00 | 420.00 |
| 712-04 | flexible revetment | 717 | SQYD | 60.00 | 43,020.00 | 68.00 | 48,756.00 | 60.00 | 43,020.00 | 65.00 | 46,605.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 175,000.00 | 175,000.00 | 90,000.00 | 90,000.00 | 14,900.00 | 14,900.00 | 200,000.00 | 200,000.00 |
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.261 | MILE | 5,000.00 | 1,305.00 | 22,000.00 | 5,742.00 | 10,964.52 | 2,861.74 | 2,200.00 | 574.20 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 8.947 | MILE | 735.00 | 6,576.05 | 840.00 | 7,515.48 | 764.01 | 6,835.60 | 800.00 | 7,157.60 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
0.428 | MILE | 14,500.00 | 6,206.00 | 15,500.00 | 6,634.00 | 15,204.91 | 6,507.70 | 15,000.00 | 6,420.00 |
| 713-07 | temporary reflectorized raised pavement markers | 394 | EACH | 5.00 | 1,970.00 | 5.50 | 2,167.00 | 5.11 | 2,013.34 | 5.00 | 1,970.00 |
| 713-08 | temporary precast concrete barrier (contractor furnished) |
165 | EACH | 760.00 | 125,400.00 | 850.00 | 140,250.00 | 911.00 | 150,315.00 | 2,000.00 | 330,000.00 |
| 713-09 | temporary precast concrete barrier (department furnished) |
516 | EACH | 250.00 | 129,000.00 | 230.00 | 118,680.00 | 185.00 | 95,460.00 | 400.00 | 206,400.00 |
| 717-01 | seeding | 1,775 | LB | 8.00 | 14,200.00 | 8.50 | 15,087.50 | 4.95 | 8,786.25 | 9.00 | 15,975.00 |
| 718-01 | fertilizer | 71,000 | LB | 0.25 | 17,750.00 | 0.28 | 19,880.00 | 0.50 | 35,500.00 | 0.30 | 21,300.00 |
| 720-01-A | erosion control system, slope protection (type a) | 1,782 | SQYD | 1.25 | 2,227.50 | 1.40 | 2,494.80 | 1.05 | 1,871.10 | 1.30 | 2,316.60 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 346 | SQYD | 3.25 | 1,124.50 | 3.75 | 1,297.50 | 1.40 | 484.40 | 3.50 | 1,211.00 |
| 725-02 | temporary detour roads | 8,436.4 | SQYD | 75.00 | 632,730.00 | 92.00 | 776,148.80 | 73.55 | 620,497.22 | 125.00 | 1,054,550.00 |
| 726-01 | bedding material | 165.8 | CUYD | 50.00 | 8,290.00 | 80.00 | 13,264.00 | 68.00 | 11,274.40 | 90.00 | 14,922.00 |
| 727-01 | mobilization | lump | LUMP | 2,100,000.00 | 2,100,000.00 | 2,150,000.00 | 2,150,000.00 | 1,150,000.00 | 1,150,000.00 | 2,800,000.00 | 2,800,000.00 |
| 729-16-B | object marker assembly (type 2) | 32 | EACH | 55.00 | 1,760.00 | 60.00 | 1,920.00 | 55.00 | 1,760.00 | 60.00 | 1,920.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | 75.00 | 300.00 | 70.00 | 280.00 | 80.00 | 320.00 |
| 729-19-A | dead end road installations(type a) | 2 | EACH | 1,500.00 | 3,000.00 | 2,800.00 | 5,600.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 |
| 731-01 | nonreflectorized raised pavement markers | 836 | EACH | 12.50 | 10,450.00 | 13.50 | 11,286.00 | 13.03 | 10,893.08 | 14.00 | 11,704.00 |
| 731-02 | reflectorized raised pavement markers | 1,989 | EACH | 5.50 | 10,939.50 | 5.50 | 10,939.50 | 5.42 | 10,780.38 | 6.00 | 11,934.00 |
| 732-01-C | plastic pavement striping (8" width) | 4,348 | LNFT | 1.00 | 4,348.00 | 0.98 | 4,261.04 | 0.94 | 4,087.12 | 1.00 | 4,348.00 |
| 732-01-E | plastic pavement striping (24" width) | 1,019 | LNFT | 3.00 | 3,057.00 | 2.90 | 2,955.10 | 2.81 | 2,863.39 | 3.00 | 3,057.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.869 | MILE | 2,150.00 | 25,518.35 | 2,300.00 | 27,298.70 | 2,240.94 | 26,597.72 | 2,400.00 | 28,485.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.860 | MILE | 800.00 | 2,288.00 | 850.00 | 2,431.00 | 812.99 | 2,325.15 | 850.00 | 2,431.00 |
| 732-03-A-01 | plastic pavement striping (broken line)(4" width) (preformed marking tape type v) |
2.768 | MILE | 3,625.00 | 10,034.00 | 4,000.00 | 11,072.00 | 3,783.55 | 10,472.87 | 4,000.00 | 11,072.00 |
| 735-01 | mailboxes | 7 | EACH | 10.00 | 70.00 | 11.00 | 77.00 | 10.00 | 70.00 | 11.00 | 77.00 |
| 735-02 | mailbox supports (single) | 5 | EACH | 125.00 | 625.00 | 145.00 | 725.00 | 125.00 | 625.00 | 140.00 | 700.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 225.00 | 225.00 | 250.00 | 250.00 | 225.00 | 225.00 | 250.00 | 250.00 |
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | 180,000.00 | 180,000.00 | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 |
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 150,000.00 | 150,000.00 |
| 802-02 | structural excavation for intermediate bents | 3,460.7 | CUYD | 15.00 | 51,910.50 | 18.00 | 62,292.60 | 24.00 | 83,056.80 | 40.00 | 138,428.00 |
| 804-01-B | precast concrete piles (14") | 37,584 | LNFT | 28.00 | 1,052,352.00 | 20.00 | 751,680.00 | 56.00 | 2,104,704.00 | 35.00 | 1,315,440.00 |
| 804-01-D | precast concrete piles (18") | 1,944 | LNFT | 40.00 | 77,760.00 | 39.00 | 75,816.00 | 85.00 | 165,240.00 | 51.00 | 99,144.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 4,500.00 | 4,500.00 |
| 804-09 | loading test piles | 1 | EACH | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 17,000.00 | 17,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 14,000.00 | 14,000.00 | 500.00 | 500.00 |
| 804-11 | redriving test piles | 1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 4,000.00 | 4,000.00 | 750.00 | 750.00 |
| 804-12 | loading permanent piles | 1 | EACH | 5,000.00 | 5,000.00 | 100.00 | 100.00 | 45,000.00 | 45,000.00 | 6,000.00 | 6,000.00 |
| 804-13 | precast concrete indicator piles | 3 | EACH | 5,500.00 | 16,500.00 | 10,000.00 | 30,000.00 | 6,000.00 | 18,000.00 | 6,600.00 | 19,800.00 |
| 804-17 | dynamic monitoring | 12 | EACH | 1,200.00 | 14,400.00 | 2,000.00 | 24,000.00 | 900.00 | 10,800.00 | 1,500.00 | 18,000.00 |
| 805-01-D | class a concrete (footings) | 1,532.52 | CUYD | 225.00 | 344,817.00 | 315.00 | 482,743.80 | 350.00 | 536,382.00 | 600.00 | 919,512.00 |
| 805-01-F | class a concrete (bents) | 2,243.88 | CUYD | 450.00 | 1,009,746.00 | 410.00 | 919,990.80 | 500.00 | 1,121,940.00 | 850.00 | 1,907,298.00 |
| 805-03 | class aa concrete | 4,102.26 | CUYD | 475.00 | 1,948,573.50 | 480.00 | 1,969,084.80 | 725.00 | 2,974,138.50 | 950.00 | 3,897,147.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 14,295.4 | LNFT | 95.00 | 1,358,063.00 | 90.00 | 1,286,586.00 | 135.00 | 1,929,879.00 | 175.00 | 2,501,695.00 |
| 805-08-I | precast-prestressed concrete girders (type iv modified) | 4,563.5 | LNFT | 150.00 | 684,525.00 | 160.00 | 730,160.00 | 220.00 | 1,003,970.00 | 300.00 | 1,369,050.00 |
| 805-11 | strip seal joints | 640.00 | LNFT | 100.00 | 64,000.00 | 135.00 | 86,400.00 | 180.00 | 115,200.00 | 200.00 | 128,000.00 |
| 806-01 | deformed reinforcing steel | 1,757,265 | LB | 0.77 | 1,353,094.05 | 0.75 | 1,317,948.75 | 1.00 | 1,757,265.00 | 1.20 | 2,108,718.00 |
| 807-06 | structural metalwork | lump | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 23,500.00 | 23,500.00 | 20,000.00 | 20,000.00 |
| 810-01 | concrete railing (barrier) | 7,289.16 | LNFT | 38.00 | 276,988.08 | 40.00 | 291,566.40 | 40.00 | 291,566.40 | 60.00 | 437,349.60 |
| 813-01 | concrete approach slabs | 729.84 | SQYD | 175.00 | 127,722.00 | 180.00 | 131,371.20 | 280.00 | 204,355.20 | 300.00 | 218,952.00 |
| 814-01-J | drilled shaft (66") | 219.0 | LNFT | 750.00 | 164,250.00 | 750.00 | 164,250.00 | 750.00 | 164,250.00 | 700.00 | 153,300.00 |
| 814-02-J | test hole (66") | 75.0 | LNFT | 800.00 | 60,000.00 | 1,150.00 | 86,250.00 | 590.00 | 44,250.00 | 1,200.00 | 90,000.00 |
| 814-04-J | crosshole sonic logging (66") | 3 | EACH | 5,500.00 | 16,500.00 | 3,300.00 | 9,900.00 | 500.00 | 1,500.00 | 3,200.00 | 9,600.00 |
| S-001 | paved embankment widening (asphalt or concrete) | 2,392 | SQYD | 38.00 | 90,896.00 | 55.00 | 131,560.00 | 38.00 | 90,896.00 | 45.00 | 107,640.00 |
| S-002 | surface preparation | lump | LUMP | 50,000.00 | 50,000.00 | 29,000.00 | 29,000.00 | 49,085.00 | 49,085.00 | 55,000.00 | 55,000.00 |
| S-003 | impact attenuators (construction zone) | 16 | EACH | 22,000.00 | 352,000.00 | 17,100.00 | 273,600.00 | 20,000.00 | 320,000.00 | 20,000.00 | 320,000.00 |
| S-004 | french drain | 3,600 | LNFT | 6.25 | 22,500.00 | 6.25 | 22,500.00 | 20.00 | 72,000.00 | 11.00 | 39,600.00 |
| S-005 | connection to french drain | 12 | EACH | 75.00 | 900.00 | 120.00 | 1,440.00 | 150.00 | 1,800.00 | 390.00 | 4,680.00 |
| S-006 | connection to catch basin or manhole | 3 | EACH | 1,000.00 | 3,000.00 | 250.00 | 750.00 | 1,450.00 | 4,350.00 | 390.00 | 1,170.00 |
| S-007 | sawcut portland cement concrete (10" thick) | 96 | LNFT | 12.50 | 1,200.00 | 16.00 | 1,536.00 | 8.00 | 768.00 | 16.00 | 1,536.00 |
| S-008 | field office (equipped) | lump | LUMP | 21,000.00 | 21,000.00 | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 |
| S-009 | cleaning existing ditches | 5,000 | LNFT | 5.00 | 25,000.00 | 3.75 | 18,750.00 | 4.00 | 20,000.00 | 9.00 | 45,000.00 |
| S-101 | dynamic analysis | 12 | EACH | 1,000.00 | 12,000.00 | 1,500.00 | 18,000.00 | 1,000.00 | 12,000.00 | 1,000.00 | 12,000.00 |
| CONTRACTOR TOTAL | 22,608,641.98 | 23,030,869.52 | 24,953,059.54 | 34,549,610.80 | |||||||