| |||
| DBE GOAL FED | |||
| Lead Project: 420-01-0025 | |||
| Parish: CADDO, BOSSIER | |||
| Routes: LA 3032 | |||
| Description: SHREVEPORT-BARKSDALE INTERCHANGE & W.B. RED RIVER BRIDGE | |||
| Type Const:
grading, class ii base course, portland cement concrete pavement, drainage structures, precast prestressed concrete girder span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 42076 | AUSTIN BRIDGE & ROAD, LP | $24,487,919.43 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $25,632,040.45 |
| 3 | 28665 | GILBERT SOUTHERN CORP | $29,832,053.43 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AUSTIN BRIDGE & ROAD, LP |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILBERT SOUTHERN CORP |
|
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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 | 250,000.00 | 250,000.00 | 570,000.00 | 570,000.00 | 82,500.00 | 82,500.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 26,000.00 | 26,000.00 | 8,000.00 | 8,000.00 | 27,500.00 | 27,500.00 | ||
| 202-02-A | removal of bridges | 1 | EACH | 2,000,000.00 | 2,000,000.00 | 3,250,000.00 | 3,250,000.00 | 1,000,000.00 | 1,000,000.00 | ||
| 202-02-E | removal of concrete curbs | 479.0 | LNFT | 2.00 | 958.00 | 4.00 | 1,916.00 | 2.00 | 958.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,606.5 | SQYD | 3.00 | 13,819.50 | 2.00 | 9,213.00 | 3.00 | 13,819.50 | ||
| 202-02-01 | removal of brick residence on concrete slab (rt of sta 54+00 ramp "c"; 57.0' x 40.0') |
1 | EACH | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 3,300.00 | 3,300.00 | ||
| 202-02-02 | removal of 2-story business on conc foundation(rt of sta 55+00 ramp "c"; 8836 sqft ground floor, 2724 sqft upstairs) |
1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 | ||
| 202-02-03 | removal of brick residence on concrete slab (rt of sta 53+00 ramp "c"; 74.0' x 42.0') |
1 | EACH | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 4,400.00 | 4,400.00 | ||
| 203-01 | general excavation | 17,865 | CUYD | 5.30 | 94,684.50 | 3.00 | 53,595.00 | 6.00 | 107,190.00 | ||
| 203-04 | embankment | 96,940 | CUYD | 9.20 | 891,848.00 | 8.00 | 775,520.00 | 9.00 | 872,460.00 | ||
| 204-03 | temporary slope drains | 180 | LNFT | 21.00 | 3,780.00 | 11.00 | 1,980.00 | 22.00 | 3,960.00 | ||
| 204-04 | temporary sediment basins | 7 | EACH | 1,600.00 | 11,200.00 | 1,300.00 | 9,100.00 | 1,650.00 | 11,550.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 140.00 | 840.00 | 200.00 | 1,200.00 | 150.00 | 900.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 12 | EACH | 420.00 | 5,040.00 | 400.00 | 4,800.00 | 440.00 | 5,280.00 | ||
| 204-06 | temporary silt fencing | 3,150 | LNFT | 1.60 | 5,040.00 | 2.50 | 7,875.00 | 2.00 | 6,300.00 | ||
| 302-02-E | class ii base course (4" thick) | 2,536.0 | SQYD | 7.40 | 18,766.40 | 10.00 | 25,360.00 | 8.00 | 20,288.00 | ||
| 302-02-G | class ii base course (8" thick) | 29,180.1 | SQYD | 12.10 | 353,079.21 | 14.00 | 408,521.40 | 13.00 | 379,341.30 | ||
| 304-01 | lime | 155.50 | TON | 116.00 | 18,038.00 | 110.00 | 17,105.00 | 121.00 | 18,815.50 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 9,873 | SQYD | 4.20 | 41,466.60 | 1.00 | 9,873.00 | 5.00 | 49,365.00 | ||
| 502-01 | superpave asphaltic concrete | 713.5 | TON | 119.00 | 84,906.50 | 100.00 | 71,350.00 | 70.00 | 49,945.00 | ||
| 502-03-A | superpave asphaltic concrete (variable thick) | 112 | SQYD | 155.00 | 17,360.00 | 130.00 | 14,560.00 | 50.00 | 5,600.00 | ||
| 502-03-B | superpave asphaltic concrete (1.5" thick) | 108 | SQYD | 30.00 | 3,240.00 | 30.00 | 3,240.00 | 105.00 | 11,340.00 | ||
| 601-01-I | portland cement concrete pavement (9" thick) | 25,843.4 | SQYD | 45.00 | 1,162,953.00 | 48.00 | 1,240,483.20 | 47.00 | 1,214,639.80 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 5,702.4 | SQYD | 48.00 | 273,715.20 | 51.00 | 290,822.40 | 51.00 | 290,822.40 | ||
| 601-03 | portland cement concrete shoulder (variable thick) | 1,426.6 | SQYD | 47.00 | 67,050.20 | 60.00 | 85,596.00 | 50.00 | 71,330.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 445 | LNFT | 35.00 | 15,575.00 | 35.00 | 15,575.00 | 36.00 | 16,020.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 325 | LNFT | 45.00 | 14,625.00 | 43.00 | 13,975.00 | 47.00 | 15,275.00 | ||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 240 | LNFT | 152.00 | 36,480.00 | 150.00 | 36,000.00 | 160.00 | 38,400.00 | ||
| 701-03-Q | storm drain pipe (60" rcp/pcp) | 425 | LNFT | 184.00 | 78,200.00 | 180.00 | 76,500.00 | 193.00 | 82,025.00 | ||
| 702-03-A | catch basins (cb-01) | 9 | EACH | 3,700.00 | 33,300.00 | 3,500.00 | 31,500.00 | 3,850.00 | 34,650.00 | ||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,300.00 | 5,300.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | ||
| 702-04-A | adjusting manholes | 1 | EACH | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | ||
| 702-04-B | adjusting catch basins | 1 | EACH | 1,600.00 | 1,600.00 | 1,500.00 | 1,500.00 | 1,650.00 | 1,650.00 | ||
| 703-01 | shoulder underdrain systems | 4,933 | LNFT | 10.50 | 51,796.50 | 8.00 | 39,464.00 | 11.00 | 54,263.00 | ||
| 703-02 | shoulder outlet underdrains | 29 | EACH | 526.00 | 15,254.00 | 250.00 | 7,250.00 | 550.00 | 15,950.00 | ||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 19.00 | 950.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 56.00 | 5,600.00 | 50.00 | 5,000.00 | 50.00 | 5,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | 1,950.00 | 3,900.00 | ||
| 705-04 | single swinging driveway gates | 2 | EACH | 2,600.00 | 5,200.00 | 1,000.00 | 2,000.00 | 500.00 | 1,000.00 | ||
| 705-06-B | chain link fence (5-foot height) | 2,190 | LNFT | 7.70 | 16,863.00 | 15.00 | 32,850.00 | 35.00 | 76,650.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 2,536.0 | SQYD | 36.00 | 91,296.00 | 38.00 | 96,368.00 | 37.00 | 93,832.00 | ||
| 706-03-D | incidental concrete paving (variable thick) | 58.8 | SQYD | 38.00 | 2,234.40 | 44.00 | 2,587.20 | 40.00 | 2,352.00 | ||
| 707-01 | concrete curb | 2,024.2 | LNFT | 5.00 | 10,121.00 | 7.00 | 14,169.40 | 6.00 | 12,145.20 | ||
| 712-04 | flexible revetment | 590 | SQYD | 34.00 | 20,060.00 | 33.00 | 19,470.00 | 40.00 | 23,600.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 87,000.00 | 87,000.00 | 75,000.00 | 75,000.00 | 500,000.00 | 500,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.200 | MILE | 5,000.00 | 6,000.00 | 1,500.00 | 1,800.00 | 500.00 | 600.00 | ||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
1.500 | MILE | 5,000.00 | 7,500.00 | 11,000.00 | 16,500.00 | 750.00 | 1,125.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.000 | MILE | 280.00 | 840.00 | 275.00 | 825.00 | 275.00 | 825.00 | ||
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
8.400 | MILE | 7,000.00 | 58,800.00 | 7,250.00 | 60,900.00 | 7,250.00 | 60,900.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.200 | MILE | 510.00 | 1,122.00 | 500.00 | 1,100.00 | 495.00 | 1,089.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
8.400 | MILE | 10,000.00 | 84,000.00 | 10,000.00 | 84,000.00 | 9,768.00 | 82,051.20 | ||
| 713-07 | temporary reflectorized raised pavement markers | 655 | EACH | 3.00 | 1,965.00 | 3.00 | 1,965.00 | 3.00 | 1,965.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
264 | EACH | 89.00 | 23,496.00 | 100.00 | 26,400.00 | 150.00 | 39,600.00 | ||
| 716-01-A | mulch (vegetative) | 42.12 | ACRE | 690.00 | 29,062.80 | 750.00 | 31,590.00 | 725.00 | 30,537.00 | ||
| 717-01 | seeding | 2,495 | LB | 8.00 | 19,960.00 | 7.00 | 17,465.00 | 9.00 | 22,455.00 | ||
| 718-01 | fertilizer | 82,600 | LB | 0.30 | 24,780.00 | 0.30 | 24,780.00 | 0.35 | 28,910.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 4,538 | SQYD | 1.10 | 4,991.80 | 1.50 | 6,807.00 | 1.00 | 4,538.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 3,730 | SQYD | 1.10 | 4,103.00 | 1.50 | 5,595.00 | 1.00 | 3,730.00 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 262 | SQYD | 1.60 | 419.20 | 2.50 | 655.00 | 1.50 | 393.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 230 | SQYD | 1.60 | 368.00 | 2.50 | 575.00 | 1.50 | 345.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 164 | SQYD | 5.30 | 869.20 | 2.50 | 410.00 | 6.00 | 984.00 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 131 | SQYD | 5.30 | 694.30 | 3.00 | 393.00 | 6.00 | 786.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | ||
| 725-01 | temporary detour roads | 435.0 | LNFT | 105.00 | 45,675.00 | 135.00 | 58,725.00 | 110.00 | 47,850.00 | ||
| 727-01 | mobilization | lump | LUMP | 2,500,000.00 | 2,500,000.00 | 2,500,000.00 | 2,500,000.00 | 2,972,000.00 | 2,972,000.00 | ||
| 729-16-A | object marker assembly (type 1) | 4 | EACH | 57.00 | 228.00 | 55.00 | 220.00 | 70.00 | 280.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 73.00 | 292.00 | 70.00 | 280.00 | 70.00 | 280.00 | ||
| 729-19-B | dead end road installations(type b) | 1 | EACH | 1,100.00 | 1,100.00 | 1,250.00 | 1,250.00 | 1,050.00 | 1,050.00 | ||
| 730-01 | trenching and backfilling | 200 | LNFT | 6.00 | 1,200.00 | 1.20 | 240.00 | 6.00 | 1,200.00 | ||
| 730-02-A | conduit (1-1/2" rigid aluminum on bridge structure) | 600 | LNFT | 13.00 | 7,800.00 | 2.40 | 1,440.00 | 12.85 | 7,710.00 | ||
| 730-02-B | conduit (1-1/2" dia sch 40 pvc in bridge structure) | 5,900 | LNFT | 4.60 | 27,140.00 | 1.50 | 8,850.00 | 4.50 | 26,550.00 | ||
| 730-02-C | conductors (#4 xhhw) | 12,000 | LNFT | 1.30 | 15,600.00 | 1.00 | 12,000.00 | 1.25 | 15,000.00 | ||
| 730-02-D | conductors (#6 bare ground for underground) | 200 | LNFT | 1.00 | 200.00 | 1.00 | 200.00 | 1.00 | 200.00 | ||
| 730-02-E | conductors (#6 green insulated ground for inside bridge deck) |
2,800 | LNFT | 1.00 | 2,800.00 | 1.00 | 2,800.00 | 1.00 | 2,800.00 | ||
| 730-05 | light pole (16'-0" mt. ht.structure mount with tenion) | 20 | EACH | 1,500.00 | 30,000.00 | 2,000.00 | 40,000.00 | 1,430.00 | 28,600.00 | ||
| 730-07 | luminaire (250 watt m.h., colonial style roadway) | 20 | EACH | 1,100.00 | 22,000.00 | 1,500.00 | 30,000.00 | 1,100.00 | 22,000.00 | ||
| 730-08 | electrical service point (pedestal mounted controller) | 1 | EACH | 7,300.00 | 7,300.00 | 9,000.00 | 9,000.00 | 7,060.00 | 7,060.00 | ||
| 730-16 | underground junction box (11"x 17") | 1 | EACH | 590.00 | 590.00 | 600.00 | 600.00 | 575.00 | 575.00 | ||
| 730-17 | structure mounted junction box (8"x 8"x 4") | 4 | EACH | 780.00 | 3,120.00 | 500.00 | 2,000.00 | 755.00 | 3,020.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 616 | EACH | 9.00 | 5,544.00 | 9.00 | 5,544.00 | 9.00 | 5,544.00 | ||
| 731-02 | reflectorized raised pavement markers | 649 | EACH | 5.40 | 3,504.60 | 6.00 | 3,894.00 | 5.20 | 3,374.80 | ||
| 732-01-C-01 | plastic pavement striping (8" width) preformed marking tape (type v) |
3,160 | LNFT | 5.00 | 15,800.00 | 5.00 | 15,800.00 | 4.85 | 15,326.00 | ||
| 732-01-E-01 | plastic pavement striping (24" width) preformed marking tape (type v) |
379 | LNFT | 15.00 | 5,685.00 | 15.00 | 5,685.00 | 14.55 | 5,514.45 | ||
| 732-02-A-01 | plastic pvmt striping (solid line)(4" width) preformed marking tape (type v) |
4.350 | MILE | 13,000.00 | 56,550.00 | 12,000.00 | 52,200.00 | 12,936.00 | 56,271.60 | ||
| 732-02-C-01 | plast pavement striping (solid line)(8"width) preformed marking tape (type v) |
0.177 | MILE | 27,000.00 | 4,779.00 | 25,000.00 | 4,425.00 | 25,872.00 | 4,579.34 | ||
| 732-02-E-01 | plast pavement striping (solid line)(24"width) preformed marking tape (type v) |
0.059 | MILE | 80,000.00 | 4,720.00 | 75,000.00 | 4,425.00 | 77,616.00 | 4,579.34 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
0.839 | MILE | 7,000.00 | 5,873.00 | 7,500.00 | 6,292.50 | 6,468.00 | 5,426.65 | ||
| 732-05 | removal of existing markings | 8.400 | MILE | 3,000.00 | 25,200.00 | 2,900.00 | 24,360.00 | 2,900.00 | 24,360.00 | ||
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 75,000.00 | 75,000.00 | 500,000.00 | 500,000.00 | ||
| 802-01 | structural excavation | 488.3 | CUYD | 7.00 | 3,418.10 | 35.00 | 17,090.50 | 17.50 | 8,545.25 | ||
| 802-02 | structural excavation for intermediate bents | 1,715.0 | CUYD | 78.00 | 133,770.00 | 35.00 | 60,025.00 | 25.00 | 42,875.00 | ||
| 804-03-D | steel piles (hp 12 x 53) | 24,368 | LNFT | 32.00 | 779,776.00 | 30.00 | 731,040.00 | 25.00 | 609,200.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 13,000.00 | 13,000.00 | 1,000.00 | 1,000.00 | 25,000.00 | 25,000.00 | ||
| 805-01-D | class a concrete (footings) | 963.85 | CUYD | 254.00 | 244,817.90 | 300.00 | 289,155.00 | 400.00 | 385,540.00 | ||
| 805-01-F | class a concrete (bents) | 1,534.07 | CUYD | 483.00 | 740,955.81 | 500.00 | 767,035.00 | 1,000.00 | 1,534,070.00 | ||
| 805-02 | class a(m) concrete | 129.90 | CUYD | 691.00 | 89,760.90 | 700.00 | 90,930.00 | 1,000.00 | 129,900.00 | ||
| 805-06 | class r concrete | 75.20 | CUYD | 152.00 | 11,430.40 | 150.00 | 11,280.00 | 250.00 | 18,800.00 | ||
| 805-08-C | precast-prestressed concrete girders (type iii) | 8,532.4 | LNFT | 102.00 | 870,304.80 | 85.00 | 725,254.00 | 100.00 | 853,240.00 | ||
| 805-11 | strip seal joints | 488.00 | LNFT | 111.00 | 54,168.00 | 80.00 | 39,040.00 | 125.00 | 61,000.00 | ||
| 806-01 | deformed reinforcing steel | 913,188 | LB | 0.70 | 639,231.60 | 0.65 | 593,572.20 | 0.75 | 684,891.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 516,743 | LB | 0.80 | 413,394.40 | 0.75 | 387,557.25 | 0.90 | 465,068.70 | ||
| 807-06 | structural metalwork | lump | LUMP | 8,737,000.00 | 8,737,000.00 | 8,700,000.00 | 8,700,000.00 | 11,520,000.00 | 11,520,000.00 | ||
| 813-01 | concrete approach slabs | 502.52 | SQYD | 117.00 | 58,794.84 | 150.00 | 75,378.00 | 150.00 | 75,378.00 | ||
| S-001 | control gate precast concrete cover (class p(m) concrete) |
1 | EACH | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | ||
| S-002 | glare paddles | 600 | lnft | 11.00 | 6,600.00 | 8.00 | 4,800.00 | 17.43 | 10,458.00 | ||
| S-104 | class aa high performance concrete (hpc) | 3,526.53 | CUYD | 571.00 | 2,013,648.63 | 600.00 | 2,115,918.00 | 1,000.00 | 3,526,530.00 | ||
| S-105 | high performance concrete (hpc) railing (barrier) | 5,541.41 | LNFT | 54.00 | 299,236.14 | 40.00 | 221,656.40 | 40.00 | 221,656.40 | ||
| S-106 | light support base | 20 | EACH | 2,600.00 | 52,000.00 | 450.00 | 9,000.00 | 500.00 | 10,000.00 | ||
| S-107 | removal of concrete at piers | 310 | CUYD | 300.00 | 93,000.00 | 800.00 | 248,000.00 | 1,000.00 | 310,000.00 | ||
| CONTRACTOR TOTAL | 24,487,919.43 | 25,632,040.45 | 29,832,053.43 | ||||||||