| |||
| DBE GOAL FED | |||
| Lead Project: 013-05-0044 | |||
| Parish: E BATON ROUGE, LIVINGSTON | |||
| Routes: US 190 | |||
| Description: AMITE RIVER BRIDGE AND APPROACHES | |||
| Type Const:
grading, drainage struct, cold planing acp, class ii bc, lime treatment, s'pave acp, precast prestressed concrete girder span bridges, removal of old bridges & related work. | |||
| Estimated Construction Cost: $29,564,393.39 | |||
| Maximum Number of Days Allowed for Construction: 1100 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $29,525,876.51 | 1057 | $32,696,876.51 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $43,573,405.32 | 1100 | $46,873,405.32 |
| 3 | 47347 | KIEWIT LOUISIANA CO | $46,186,000.06 | 850 | $48,736,000.06 |
| 02032 | O.L. SIMS CO. INC | IRREGULAR | 1000 | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - KIEWIT LOUISIANA CO |
O.L. SIMS CO. INC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 800,000.00 | 800,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 31,590.00 | 31,590.00 |
| 202-02-A-01 | removal of bridge (sta. 136+48.95; 28' x 1462' steel girder bridge) |
1 | EACH | 300,000.00 | 300,000.00 | 1,000,000.00 | 1,000,000.00 | 553,000.00 | 553,000.00 | 212,026.00 | 212,026.00 |
| 202-02-A-02 | removal of bridge (sta. 136+55.11; 24' x 1453' steel truss bridge) |
1 | EACH | 540,000.00 | 540,000.00 | 2,500,000.00 | 2,500,000.00 | 553,000.00 | 553,000.00 | 339,361.00 | 339,361.00 |
| 202-02-A-03 | removal of bridge (sta. 158+67.22; 28' x 540' steel girder bridge) |
1 | EACH | 100,000.00 | 100,000.00 | 600,000.00 | 600,000.00 | 430,000.00 | 430,000.00 | 77,145.00 | 77,145.00 |
| 202-02-A-04 | removal of bridge (sta. 158+43.11; 24' x 540' concrete deck girder bridge) |
1 | EACH | 190,000.00 | 190,000.00 | 600,000.00 | 600,000.00 | 430,000.00 | 430,000.00 | 87,260.00 | 87,260.00 |
| 202-02-D | removal of concrete walks & drives | 1,595 | SQYD | 8.00 | 12,760.00 | 14.00 | 22,330.00 | 38.00 | 60,610.00 | 16.38 | 26,126.10 |
| 202-02-G | removal of surfacing & stabilized base | 31,331.2 | SQYD | 4.50 | 140,990.40 | 5.00 | 156,656.00 | 26.00 | 814,611.20 | 11.70 | 366,575.04 |
| 202-02-H | removal of guard rail | 1,000 | LNFT | 6.00 | 6,000.00 | 4.40 | 4,400.00 | 17.00 | 17,000.00 | 4.70 | 4,700.00 |
| 202-02-01 | removal of brick veneer residence (lt. of sta. 167+00; 75'x 30') |
1 | EACH | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 63,000.00 | 63,000.00 | 14,040.00 | 14,040.00 |
| 203-01 | general excavation | 7,284 | CUYD | 10.00 | 72,840.00 | 7.00 | 50,988.00 | 18.00 | 131,112.00 | 12.87 | 93,745.08 |
| 203-02 | drainage excavation | 89,610 | CUYD | 5.50 | 492,855.00 | 10.00 | 896,100.00 | 11.00 | 985,710.00 | 11.70 | 1,048,437.00 |
| 203-04 | embankment | 55,995 | CUYD | 19.00 | 1,063,905.00 | 16.00 | 895,920.00 | 35.00 | 1,959,825.00 | 24.57 | 1,375,797.15 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 150.00 | 1,200.00 | 110.00 | 880.00 | 210.00 | 1,680.00 | 292.50 | 2,340.00 |
| 204-06 | temporary silt fencing | 1,978 | LNFT | 2.00 | 3,956.00 | 2.00 | 3,956.00 | 315.00 | 623,070.00 | 6.00 | 11,868.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 3,500.00 | 7,000.00 | 5,800.00 | 11,600.00 | 525.00 | 1,050.00 | 5,850.00 | 11,700.00 |
| 302-02-C | class ii base course (10" thick) | 23,468.0 | SQYD | 20.00 | 469,360.00 | 31.35 | 735,721.80 | 20.00 | 469,360.00 | 37.50 | 880,050.00 |
| 304-01 | lime | 137.34 | TON | 150.00 | 20,601.00 | 170.00 | 23,347.80 | 42.00 | 5,768.28 | 5.85 | 803.44 |
| 304-04-E | lime treatment (type d) (15" thick) | 687 | SQYD | 30.00 | 20,610.00 | 10.00 | 6,870.00 | 43.00 | 29,541.00 | 17.55 | 12,056.85 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
45 | CUYD | 80.00 | 3,600.00 | 150.00 | 6,750.00 | 105.00 | 4,725.00 | 117.00 | 5,265.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,500.0 | CUYD | 80.00 | 120,000.00 | 70.00 | 105,000.00 | 100.00 | 150,000.00 | 76.05 | 114,075.00 |
| 502-01 | superpave asphaltic concrete | 12,289.6 | TON | 105.00 | 1,290,408.00 | 115.00 | 1,413,304.00 | 110.00 | 1,351,856.00 | 127.53 | 1,567,292.69 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,186.9 | TON | 140.00 | 166,166.00 | 154.00 | 182,782.60 | 150.00 | 178,035.00 | 187.20 | 222,187.68 |
| 509-01 | cold planing asphaltic pavement | 2,258 | SQYD | 2.50 | 5,645.00 | 2.60 | 5,870.80 | 4.00 | 9,032.00 | 11.70 | 26,418.60 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 188 | CUYD | 0.01 | - 1.88 | 1.00 | - 188.00 | 2.00 | - 376.00 | 11.70 | - 2,199.60 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 64 | LNFT | 120.00 | 7,680.00 | 130.00 | 8,320.00 | 250.00 | 16,000.00 | 163.80 | 10,483.20 |
| 701-05-G | side drain pipe (18") | 600 | LNFT | 80.00 | 48,000.00 | 90.00 | 54,000.00 | 226.00 | 135,600.00 | 58.50 | 35,100.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 80 | LNFT | 70.00 | 5,600.00 | 90.00 | 7,200.00 | 227.00 | 18,160.00 | 58.50 | 4,680.00 |
| 701-05-I | side drain pipe (24") | 80 | LNFT | 100.00 | 8,000.00 | 110.00 | 8,800.00 | 250.00 | 20,000.00 | 70.20 | 5,616.00 |
| 701-06-D | side drain pipe arch (24" equiv.) | 148 | LNFT | 100.00 | 14,800.00 | 110.00 | 16,280.00 | 250.00 | 37,000.00 | 105.30 | 15,584.40 |
| 701-10-G | reinforced concrete pipe (extension)(18") | 44 | LNFT | 110.00 | 4,840.00 | 120.00 | 5,280.00 | 280.00 | 12,320.00 | 210.60 | 9,266.40 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 38 | LNFT | 140.00 | 5,320.00 | 155.00 | 5,890.00 | 305.00 | 11,590.00 | 292.50 | 11,115.00 |
| 701-15 | concrete collar | 4 | EACH | 1,400.00 | 5,600.00 | 1,500.00 | 6,000.00 | 490.00 | 1,960.00 | 585.00 | 2,340.00 |
| 702-03-A | catch basins (cb-01) | 7 | EACH | 3,600.00 | 25,200.00 | 4,000.00 | 28,000.00 | 9,000.00 | 63,000.00 | 3,744.00 | 26,208.00 |
| 704-03 | blocked out guard rail | 1,100.0 | LNFT | 18.00 | 19,800.00 | 20.00 | 22,000.00 | 18.00 | 19,800.00 | 21.00 | 23,100.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 61.00 | 6,100.00 | 1,650.00 | 165,000.00 | 64.35 | 6,435.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,400.00 | 4,800.00 | 2,300.00 | 4,600.00 | 2,574.00 | 5,148.00 |
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,100.00 | 8,200.00 | 6,050.00 | 12,100.00 | 2,800.00 | 5,600.00 | 6,435.00 | 12,870.00 |
| 705-02 | combination mesh & barbed wire fence | 368 | LNFT | 6.50 | 2,392.00 | 9.50 | 3,496.00 | 10.00 | 3,680.00 | 10.00 | 3,680.00 |
| 708-01 | right-of-way monument | 23 | EACH | 150.00 | 3,450.00 | 500.00 | 11,500.00 | 1,050.00 | 24,150.00 | 433.00 | 9,959.00 |
| 708-02 | right-of-way monument witness post | 23 | EACH | 150.00 | 3,450.00 | 500.00 | 11,500.00 | 1,050.00 | 24,150.00 | 435.00 | 10,005.00 |
| 711-01-F | riprap (250 lb, 30" thick) | 6,524 | SQYD | 110.00 | 717,640.00 | 120.00 | 782,880.00 | 110.00 | 717,640.00 | 128.70 | 839,638.80 |
| 711-04 | geotextile fabric | 6,524 | SQYD | 2.80 | 18,267.20 | 3.00 | 19,572.00 | 5.00 | 32,620.00 | 3.28 | 21,398.72 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 49,000.00 | 49,000.00 | 210,000.00 | 210,000.00 | 140,000.00 | 140,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.672 | MILE | 10,000.00 | 16,720.00 | 400.00 | 668.80 | 420.00 | 702.24 | 351.00 | 586.87 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 3.344 | MILE | 5,000.00 | 16,720.00 | 880.00 | 2,942.72 | 840.00 | 2,808.96 | 930.15 | 3,110.42 |
| 713-09 | temporary precast concrete barrier (department furnished) |
160 | EACH | 400.00 | 64,000.00 | 200.00 | 32,000.00 | 750.00 | 120,000.00 | 585.00 | 93,600.00 |
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 46,000.00 | 46,000.00 | 2,500.00 | 2,500.00 | 23,400.00 | 23,400.00 |
| 725-02 | temporary detour roads | 21,529.6 | SQYD | 54.00 | 1,162,598.40 | 51.00 | 1,098,009.60 | 45.00 | 968,832.00 | 65.52 | 1,410,619.39 |
| 726-01 | bedding material | 16.9 | CUYD | 80.00 | 1,352.00 | 180.00 | 3,042.00 | 76.00 | 1,284.40 | 93.60 | 1,581.84 |
| 727-01 | mobilization | lump | LUMP | 2,925,000.00 | 2,925,000.00 | 4,300,000.00 | 4,300,000.00 | 4,600,000.00 | 4,600,000.00 | 1,170,000.00 | 1,170,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 80.00 | 320.00 | 42.00 | 168.00 | 87.75 | 351.00 |
| 731-01 | nonreflectorized raised pavement markers | 1,044 | EACH | 13.00 | 13,572.00 | 13.00 | 13,572.00 | 5.00 | 5,220.00 | 15.21 | 15,879.24 |
| 731-02 | reflectorized raised pavement markers | 306 | EACH | 5.50 | 1,683.00 | 7.00 | 2,142.00 | 6.00 | 1,836.00 | 6.14 | 1,878.84 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.564 | MILE | 2,400.00 | 10,953.60 | 2,800.00 | 12,779.20 | 3,000.00 | 13,692.00 | 3,054.00 | 13,938.46 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.282 | MILE | 1,000.00 | 2,282.00 | 900.00 | 2,053.80 | 1,050.00 | 2,396.10 | 865.80 | 1,975.76 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 195.00 | 195.00 | 200.00 | 200.00 | 185.00 | 185.00 | 228.15 | 228.15 |
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 210.00 | 210.00 | 200.00 | 200.00 | 185.00 | 185.00 | 263.25 | 263.25 |
| 735-01 | mailboxes | 19 | EACH | 10.00 | 190.00 | 10.00 | 190.00 | 130.00 | 2,470.00 | 10.00 | 190.00 |
| 735-02 | mailbox supports (single) | 10 | EACH | 150.00 | 1,500.00 | 170.00 | 1,700.00 | 160.00 | 1,600.00 | 182.00 | 1,820.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 225.00 | 225.00 | 300.00 | 300.00 | 210.00 | 210.00 | 305.00 | 305.00 |
| 739-01 | hydro-seeding | 4.38 | ACRE | 2,500.00 | 10,950.00 | 1,900.00 | 8,322.00 | 840.00 | 3,679.20 | 1,638.00 | 7,174.44 |
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 750,000.00 | 750,000.00 | 400,000.00 | 400,000.00 | 700,000.00 | 700,000.00 |
| 744-01 | traffic control management | lump | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 105,000.00 | 105,000.00 | 100,000.00 | 100,000.00 |
| 804-01-B | precast concrete piles (14") | 600 | LNFT | 38.00 | 22,800.00 | 45.00 | 27,000.00 | 175.00 | 105,000.00 | 54.80 | 32,880.00 |
| 804-01-C | precast concrete piles (16") | 3,200 | LNFT | 39.00 | 124,800.00 | 70.00 | 224,000.00 | 130.00 | 416,000.00 | 45.15 | 144,480.00 |
| 804-01-H | precast concrete piles (36") | 17,792 | LNFT | 240.00 | 4,270,080.00 | 315.00 | 5,604,480.00 | 215.00 | 3,825,280.00 | 124.60 | 2,216,883.20 |
| 804-12 | loading permanent piles | 2 | EACH | 5,000.00 | 10,000.00 | 60,000.00 | 120,000.00 | 100,000.00 | 200,000.00 | 20,000.00 | 40,000.00 |
| 804-13-H | precast concrete indicator piles (36") | 3 | EACH | 25,000.00 | 75,000.00 | 75,600.00 | 226,800.00 | 30,000.00 | 90,000.00 | 16,000.00 | 48,000.00 |
| 804-17 | dynamic monitoring | 9 | EACH | 1,500.00 | 13,500.00 | 3,500.00 | 31,500.00 | 10,000.00 | 90,000.00 | 4,000.00 | 36,000.00 |
| 805-01-F | class a concrete (bents) | 1,120.20 | CUYD | 600.00 | 672,120.00 | 2,500.00 | 2,800,500.00 | 850.00 | 952,170.00 | 655.00 | 733,731.00 |
| 805-03 | class aa concrete | 6,585.64 | CUYD | 550.00 | 3,622,102.00 | 1,100.00 | 7,244,204.00 | 850.00 | 5,597,794.00 | 600.00 | 3,951,384.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 34,512.0 | LNFT | 150.00 | 5,176,800.00 | 200.00 | 6,902,400.00 | 160.00 | 5,521,920.00 | 137.19 | 4,734,701.28 |
| 805-11 | strip seal joints | 880.00 | LNFT | 125.00 | 110,000.00 | 150.00 | 132,000.00 | 220.00 | 193,600.00 | 150.00 | 132,000.00 |
| 805-12-Y-01 | reinforced concrete box culverts extension (3' x 3') | 23.0 | LNFT | 850.00 | 19,550.00 | 900.00 | 20,700.00 | 1,800.00 | 41,400.00 | 994.50 | 22,873.50 |
| 806-01 | deformed reinforcing steel | 1,786,107 | LB | 0.77 | 1,375,302.39 | 0.80 | 1,428,885.60 | 0.64 | 1,143,108.48 | 0.82 | 1,464,607.74 |
| 807-06 | structural metalwork | lump | LUMP | 21,000.00 | 21,000.00 | 100,000.00 | 100,000.00 | 55,000.00 | 55,000.00 | 41,245.00 | 41,245.00 |
| 810-01 | concrete railing (barrier) | 11,722.10 | LNFT | 40.00 | 468,884.00 | 50.00 | 586,105.00 | 64.00 | 750,214.40 | 60.00 | 703,326.00 |
| 813-01 | concrete approach slabs | 709.64 | SQYD | 185.00 | 131,283.40 | 190.00 | 134,831.60 | 270.00 | 191,602.80 | 181.35 | 128,693.21 |
| S-001 | rumble strips (ground-in) | 2.0 | MILE | 1,750.00 | 3,500.00 | 2,800.00 | 5,600.00 | 2,100.00 | 4,200.00 | 3,217.50 | 6,435.00 |
| S-002 | impact attenuators (construction zone) | 9 | EACH | 20,000.00 | 180,000.00 | 20,000.00 | 180,000.00 | 16,000.00 | 144,000.00 | 23,700.00 | 213,300.00 |
| S-003 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
1,500 | LNFT | 3.50 | 5,250.00 | 5.00 | 7,500.00 | 6.00 | 9,000.00 | 5.85 | 8,775.00 |
| S-004 | sawing and sealing transverse joints in asphaltic concrete overlay |
960 | LNFT | 3.50 | 3,360.00 | 5.00 | 4,800.00 | 6.00 | 5,760.00 | 5.85 | 5,616.00 |
| S-005 | sawcuts in asphaltic concrete lifts | 2,460 | LNFT | 1.00 | 2,460.00 | 2.50 | 6,150.00 | 6.00 | 14,760.00 | 1.76 | 4,329.60 |
| S-006 | dynamic message sign unit | 4 | EACH | 5,000.00 | 20,000.00 | 27,000.00 | 108,000.00 | 140,000.00 | 560,000.00 | 2,550.00 | 10,200.00 |
| S-101 | haul road | lump | LUMP | 1,325,000.00 | 1,325,000.00 | 610,000.00 | 610,000.00 | 9,239,142.00 | 9,239,142.00 | 234,000.00 | 234,000.00 |
| S-102 | dynamic analysis | 9 | EACH | 1,000.00 | 9,000.00 | 3,000.00 | 27,000.00 | 2,200.00 | 19,800.00 | 900.00 | 8,100.00 |
| S-103 | deck patching | 300.0 | SQFT | 250.00 | 75,000.00 | 170.00 | 51,000.00 | 160.00 | 48,000.00 | 73.22 | 21,966.00 |
| S-104 | temporary lane closure for deck patching | 20 | EACH | 3,000.00 | 60,000.00 | 2,600.00 | 52,000.00 | 1,050.00 | 21,000.00 | 3,400.00 | 68,000.00 |
| S-105 | haul road reconstruction | 4,500 | SQYD | 40.00 | 180,000.00 | 21.00 | 94,500.00 | 30.00 | 135,000.00 | 29.25 | 131,625.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 29,525,876.51 | 43,573,405.32 | 46,186,000.06 | IRREGULAR | |||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1057 | 3,171,000.00 | 1100 | 3,300,000.00 | 2,550,000.00 | 1000 | 3,000,000.00 | ||||
| TOTAL BID | 32,696,876.51 | 46,873,405.32 | 48,736,000.06 | IRREGULAR | |||||||