| |||
| DBE GOAL FED | |||
| Lead Project: 450-91-0139 | |||
| Parish: CALCASIEU | |||
| Routes: I-10 | |||
| Description: COONE GULLY - LA 27 | |||
| Type Const:
grading, drain struct, subgrade trmt, lime trmt, in-place stabilized bc, class ii bc,cold planing asphaltic concrete, pvmt patch, superpave acp, pccp, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 28665 | GILBERT SOUTHERN CORP | $44,877,976.38 |
| 2 | 14530 | APAC-TEXAS INC | $41,770,430.07 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $45,148,163.56 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILBERT SOUTHERN CORP |
- 2 - APAC-TEXAS INC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-C | removal of portland cement concrete pavement | 41,013 | SQYD | 5.50 | 225,571.50 | 5.00 | 205,065.00 | 3.14 | 128,780.82 | ||
| 202-02-G | removal of surfacing & stabilized base | 166,446.4 | SQYD | 5.00 | 832,232.00 | 1.50 | 249,669.60 | 5.92 | 985,362.68 | ||
| 202-02-H | removal of guard rail | 12,438 | LNFT | 3.00 | 37,314.00 | 3.00 | 37,314.00 | 3.03 | 37,687.14 | ||
| 202-02-I | removal of existing sign | 16 | EACH | 80.00 | 1,280.00 | 84.00 | 1,344.00 | 80.89 | 1,294.24 | ||
| 202-02-J | removal of existing sign support | 18 | EACH | 185.00 | 3,330.00 | 190.00 | 3,420.00 | 187.00 | 3,366.00 | ||
| 202-02-K | removal of existing sign and u-channel post | 18 | EACH | 32.00 | 576.00 | 33.00 | 594.00 | 32.36 | 582.48 | ||
| 202-02-L | removal of headwalls | 8.0 | EACH | 1,200.00 | 9,600.00 | 1,500.00 | 12,000.00 | 759.00 | 6,072.00 | ||
| 202-02-M | removal of trees (live oaks)(18" to 30" diameter) | 6 | EACH | 2,100.00 | 12,600.00 | 400.00 | 2,400.00 | 1,215.00 | 7,290.00 | ||
| 202-02-N | removal of trees (live oaks)(31" to 40" diameter) | 10 | EACH | 2,100.00 | 21,000.00 | 500.00 | 5,000.00 | 1,720.00 | 17,200.00 | ||
| 202-02-O | removal of trees (live oaks)(41" to 50" diameter) | 2 | EACH | 2,100.00 | 4,200.00 | 600.00 | 1,200.00 | 2,125.00 | 4,250.00 | ||
| 202-02-P | removal of trees (live oaks)(51" diameter and over) | 3 | EACH | 2,600.00 | 7,800.00 | 625.00 | 1,875.00 | 2,530.00 | 7,590.00 | ||
| 202-02-Q | removal of trees (various sizes and species) | 5 | EACH | 2,100.00 | 10,500.00 | 500.00 | 2,500.00 | 1,010.00 | 5,050.00 | ||
| 202-02-R | removal of portland cement concrete revetment | 71 | SQYD | 25.00 | 1,775.00 | 11.00 | 781.00 | 50.56 | 3,589.76 | ||
| 203-01 | general excavation | 169,408 | CUYD | 7.00 | 1,185,856.00 | 3.50 | 592,928.00 | 7.00 | 1,185,856.00 | ||
| 203-04 | embankment | 378,706.0 | CUYD | 4.00 | 1,514,824.00 | 7.00 | 2,650,942.00 | 11.25 | 4,260,442.50 | ||
| 204-02 | temporary baled hay or straw | 200 | EACH | 3.00 | 600.00 | 4.00 | 800.00 | 5.00 | 1,000.00 | ||
| 302-01-A | class ii base course (stone or recycled pccp) | 126,095.6 | CUYD | 57.50 | 7,250,497.00 | 49.00 | 6,178,684.40 | 47.59 | 6,000,889.60 | ||
| 303-01-B | in-place cement stabilized base course (8.5" thick) | 335,705 | SQYD | 4.40 | 1,477,102.00 | 5.00 | 1,678,525.00 | 5.23 | 1,755,737.15 | ||
| 304-01 | lime | 643.48 | TON | 110.00 | 70,782.80 | 115.00 | 74,000.20 | 112.00 | 72,069.76 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 33,571 | SQYD | 1.50 | 50,356.50 | 1.80 | 60,427.80 | 3.67 | 123,205.57 | ||
| 305-01-D | subgrade layer (12" thick) | 302,135 | SQYD | 6.00 | 1,812,810.00 | 6.00 | 1,812,810.00 | 5.85 | 1,767,489.75 | ||
| 502-01 | superpave asphaltic concrete | 295,841.1 | TON | 46.00 | 13,608,690.60 | 45.00 | 13,312,849.50 | 40.86 | 12,088,067.34 | ||
| 508-01 | asphaltic concrete (sma) wearing course | 78,836.6 | TON | 57.00 | 4,493,686.20 | 53.00 | 4,178,339.80 | 47.93 | 3,778,638.23 | ||
| 509-01 | cold planing asphaltic pavement | 11,187 | SQYD | 3.00 | 33,561.00 | 4.50 | 50,341.50 | 14.00 | 156,618.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 408 | CUYD | 0.01 | - 4.08 | 1.00 | - 408.00 | 1.00 | - 408.00 | ||
| 601-03-K | portland cement concrete shoulder (10" thick) | 160.0 | SQYD | 89.00 | 14,240.00 | 70.00 | 11,200.00 | 45.00 | 7,200.00 | ||
| 601-04 | portland cement concrete pavement coring | 4 | EACH | 200.00 | 800.00 | 105.00 | 420.00 | 101.00 | 404.00 | ||
| 701-10-I | cross drain pipe (24"rcp) | 2,760 | LNFT | 60.00 | 165,600.00 | 85.00 | 234,600.00 | 83.00 | 229,080.00 | ||
| 701-10-M | cross drain pipe (36"rcp) | 256 | LNFT | 84.00 | 21,504.00 | 145.00 | 37,120.00 | 142.00 | 36,352.00 | ||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,000.00 | 12,000.00 | 2,900.00 | 11,600.00 | 2,900.00 | 11,600.00 | ||
| 702-03-I | catch basins (cb-62) | 2 | EACH | 3,500.00 | 7,000.00 | 4,600.00 | 9,200.00 | 4,600.00 | 9,200.00 | ||
| 702-04-B | adjusting catch basins | 2 | EACH | 4,100.00 | 8,200.00 | 1,600.00 | 3,200.00 | 1,525.00 | 3,050.00 | ||
| 702-07-A | cross drain safey end (type 1) | 108 | EACH | 1,600.00 | 172,800.00 | 1,500.00 | 162,000.00 | 1,450.00 | 156,600.00 | ||
| 703-01 | shoulder underdrain systems | 680 | LNFT | 44.00 | 29,920.00 | 7.00 | 4,760.00 | 12.00 | 8,160.00 | ||
| 703-02 | shoulder outlet underdrains | 8 | EACH | 1,400.00 | 11,200.00 | 415.00 | 3,320.00 | 350.00 | 2,800.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spa.) | 406.4 | LNFT | 27.30 | 11,094.72 | 28.00 | 11,379.20 | 27.60 | 11,216.64 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 325.3 | LNFT | 36.00 | 11,710.80 | 37.00 | 12,036.10 | 36.40 | 11,840.92 | ||
| 704-01-D | guard rail (double thrie beam)(6'-3" post spa.) | 75.0 | LNFT | 29.00 | 2,175.00 | 30.00 | 2,250.00 | 29.32 | 2,199.00 | ||
| 704-03 | blocked out guard rail | 2,581.8 | LNFT | 13.75 | 35,499.75 | 14.00 | 36,145.20 | 13.90 | 35,887.02 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
81.9 | LNFT | 72.00 | 5,896.80 | 75.00 | 6,142.50 | 72.80 | 5,962.32 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 350.0 | LNFT | 38.00 | 13,300.00 | 39.00 | 13,650.00 | 38.42 | 13,447.00 | ||
| 704-11-A | guard rail end treatment (flared) | 31 | EACH | 1,550.00 | 48,050.00 | 1,600.00 | 49,600.00 | 1,570.00 | 48,670.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 10,949.1 | SQYD | 43.00 | 470,811.30 | 31.00 | 339,422.10 | 56.00 | 613,149.60 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 651 | SQYD | 46.00 | 29,946.00 | 51.00 | 33,201.00 | 81.00 | 52,731.00 | ||
| 712-04 | flexible revetment | 2,266 | SQYD | 36.00 | 81,576.00 | 55.00 | 124,630.00 | 75.00 | 169,950.00 | ||
| 713-01 | temporary signs and barricades | lump | LUMP | 200,000.00 | 200,000.00 | 170,000.00 | 170,000.00 | 122,000.00 | 122,000.00 | ||
| 713-04-B-02 | temporary pavement markings (broken line)(4"width) (10'length) (thermoplastic) |
31.205 | MILE | 660.00 | 20,595.30 | 670.00 | 20,907.35 | 585.00 | 18,254.92 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4"width)(type 1 removable) |
2.864 | MILE | 11,880.00 | 34,024.32 | 12,000.00 | 34,368.00 | 21,026.00 | 60,218.46 | ||
| 713-05-A-02 | temporary pavement markings (solid line)(4"width) (thermoplastic) |
71.000 | MILE | 1,960.00 | 139,160.00 | 2,000.00 | 142,000.00 | 983.00 | 69,793.00 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
1,100 | EACH | 750.00 | 825,000.00 | 625.00 | 687,500.00 | 610.00 | 671,000.00 | ||
| 716-01-B | mulch (fiber) | 197.87 | ACRE | 580.00 | 114,764.60 | 460.00 | 91,020.20 | 632.00 | 125,053.84 | ||
| 717-01 | seeding | 11,872 | LB | 5.50 | 65,296.00 | 6.15 | 73,012.80 | 3.29 | 39,058.88 | ||
| 718-01 | fertilizer | 197,873 | LB | 0.18 | 35,617.14 | 0.21 | 41,553.33 | 0.20 | 39,574.60 | ||
| 719-01 | plants (live oak (quercus virginiana))(15 gallon) | 44 | EACH | 125.00 | 5,500.00 | 130.00 | 5,720.00 | 112.00 | 4,928.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 200 | SQYD | 2.00 | 400.00 | 1.00 | 200.00 | 1.00 | 200.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 250 | SQYD | 4.00 | 1,000.00 | 1.00 | 250.00 | 1.00 | 250.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 200,000.00 | 200,000.00 | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | ||
| 726-01 | bedding material | 446.7 | CUYD | 64.00 | 28,588.80 | 77.00 | 34,395.90 | 76.00 | 33,949.20 | ||
| 727-01 | mobilization | lump | LUMP | 4,210,000.00 | 4,210,000.00 | 3,405,000.00 | 3,405,000.00 | 4,122,000.00 | 4,122,000.00 | ||
| 729-01 | sign (type a) | 224.0 | SQFT | 23.40 | 5,241.60 | 24.00 | 5,376.00 | 23.66 | 5,299.84 | ||
| 729-04 | sign (type d) | 600.0 | SQFT | 23.00 | 13,800.00 | 24.00 | 14,400.00 | 23.26 | 13,956.00 | ||
| 729-05 | sign (type e) | 31.0 | SQFT | 29.00 | 899.00 | 30.00 | 930.00 | 29.32 | 908.92 | ||
| 729-08-B | mounting (3 1/2" post) | 15 | EACH | 680.00 | 10,200.00 | 700.00 | 10,500.00 | 688.00 | 10,320.00 | ||
| 729-08-F | mounting (w6 x 12) | 2 | EACH | 800.00 | 1,600.00 | 820.00 | 1,640.00 | 810.00 | 1,620.00 | ||
| 729-08-G | mounting (w8 x 18) | 2 | EACH | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | 1,214.00 | 2,428.00 | ||
| 729-08-H | mounting (w8 x 24) | 4 | EACH | 1,338.00 | 5,352.00 | 1,400.00 | 5,600.00 | 1,353.00 | 5,412.00 | ||
| 729-16-B | object marker assembly (type 2) | 58 | EACH | 50.00 | 2,900.00 | 51.00 | 2,958.00 | 51.00 | 2,958.00 | ||
| 729-16-C | object marker assembly (type 3) | 19 | EACH | 60.00 | 1,140.00 | 61.00 | 1,159.00 | 61.00 | 1,159.00 | ||
| 729-17 | milepost assembly (ground mounted) | 20 | EACH | 215.00 | 4,300.00 | 220.00 | 4,400.00 | 218.00 | 4,360.00 | ||
| 731-01 | non-reflectorized raised pavement markers | 8 | EACH | 15.00 | 120.00 | 15.00 | 120.00 | 10.11 | 80.88 | ||
| 731-02 | reflectorized raised pavement markers | 2,573 | EACH | 5.20 | 13,379.60 | 5.30 | 13,636.90 | 6.07 | 15,618.11 | ||
| 732-02-A | plastic pavement striping (solid line)(4" width) | 61.838 | MILE | 1,960.00 | 121,202.48 | 2,000.00 | 123,676.00 | 1,910.00 | 118,110.58 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 19.494 | MILE | 830.00 | 16,180.02 | 850.00 | 16,569.90 | 1,300.00 | 25,342.20 | ||
| 732-05-A | removal of existing markings (blast cleaning) | 38.978 | MILE | 0.01 | 0.38 | 2,200.00 | 85,751.60 | 979.00 | 38,159.46 | ||
| 732-05-B | removal of temporary pavement markings | 139.981 | MILE | 0.01 | 1.39 | 2,200.00 | 307,958.20 | 351.00 | 49,133.33 | ||
| 733-01-A | concrete roadway barrier (double faced,"f"shaped) | 4,640.0 | LNFT | 110.00 | 510,400.00 | 78.00 | 361,920.00 | 122.00 | 566,080.00 | ||
| 733-01-B | concrete roadway barrier (double faced,"special"shaped) | 3,986.0 | LNFT | 100.00 | 398,600.00 | 78.00 | 310,908.00 | 151.00 | 601,886.00 | ||
| 734-01 | rubblizing portland cement concrete pavement | 233,737 | SQYD | 2.50 | 584,342.50 | 2.65 | 619,403.05 | 2.85 | 666,150.45 | ||
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 430,000.00 | 430,000.00 | 400,000.00 | 400,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 75,000.00 | 75,000.00 | 140,000.00 | 140,000.00 | 500,000.00 | 500,000.00 | ||
| 804-01-B | precast concrete piles (14") | 6,364 | LNFT | 54.00 | 343,656.00 | 34.00 | 216,376.00 | 36.00 | 229,104.00 | ||
| 804-05 | precast concrete test piles | 2 | EACH | 12,000.00 | 24,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | ||
| 804-09 | loading test piles | 2 | EACH | 6,000.00 | 12,000.00 | 10,000.00 | 20,000.00 | 1.00 | 2.00 | ||
| 804-10 | reloading test piles | 2 | EACH | 1,400.00 | 2,800.00 | 1,400.00 | 2,800.00 | 1.00 | 2.00 | ||
| 804-11 | redriving test piles | 2 | EACH | 1,200.00 | 2,400.00 | 500.00 | 1,000.00 | 1.00 | 2.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 4,300.00 | 8,600.00 | 500.00 | 1,000.00 | 1.00 | 2.00 | ||
| 804-17 | dynamic monitoring | 6 | EACH | 1,200.00 | 7,200.00 | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 93.09 | CUYD | 1,200.00 | 111,708.00 | 800.00 | 74,472.00 | 688.00 | 64,045.92 | ||
| 805-01-F | class a concrete (bents) | 205.08 | CUYD | 1,400.00 | 287,112.00 | 600.00 | 123,048.00 | 600.00 | 123,048.00 | ||
| 805-03 | class aa concrete | 814.08 | CUYD | 800.00 | 651,264.00 | 350.00 | 284,928.00 | 500.00 | 407,040.00 | ||
| 805-12-A-01 | reinforced concrete box culverts (3x3) | 66.2 | LNFT | 170.00 | 11,254.00 | 360.00 | 23,832.00 | 455.00 | 30,121.00 | ||
| 805-12-E | reinforced concrete box culverts (4x4) | 148.0 | LNFT | 260.00 | 38,480.00 | 380.00 | 56,240.00 | 516.00 | 76,368.00 | ||
| 805-12-M | reinforced concrete box culverts (6x6) | 192.0 | LNFT | 370.00 | 71,040.00 | 460.00 | 88,320.00 | 660.00 | 126,720.00 | ||
| 805-12-S | reinforced concrete box culverts (8x8) | 198.6 | LNFT | 570.00 | 113,202.00 | 600.00 | 119,160.00 | 810.00 | 160,866.00 | ||
| 806-01 | deformed reinforcing steel | 187,274 | LB | 1.00 | 187,274.00 | 0.60 | 112,364.40 | 1.50 | 280,911.00 | ||
| 810-01 | concrete railing (barrier) | 1,120.00 | LNFT | 40.00 | 44,800.00 | 45.00 | 50,400.00 | 40.00 | 44,800.00 | ||
| 813-01 | concrete approach slabs | 1,084.38 | SQYD | 222.00 | 240,732.36 | 133.00 | 144,222.54 | 125.00 | 135,547.50 | ||
| S-001 | variable message sign unit | 8 | EACH | 15,000.00 | 120,000.00 | 15,000.00 | 120,000.00 | 16,000.00 | 128,000.00 | ||
| S-002 | stone drainage outlet | 318 | EACH | 480.00 | 152,640.00 | 300.00 | 95,400.00 | 344.00 | 109,392.00 | ||
| S-003 | aggregate drains | 156 | EACH | 210.00 | 32,760.00 | 225.00 | 35,100.00 | 223.00 | 34,788.00 | ||
| S-004 | retaining wall | 563 | LNFT | 150.00 | 84,450.00 | 31.00 | 17,453.00 | 172.00 | 96,836.00 | ||
| S-005 | patching rubblized p.c.c. pavement (stone) | 5,000.0 | SQYD | 30.00 | 150,000.00 | 19.00 | 95,000.00 | 22.81 | 114,050.00 | ||
| S-006 | selective pruning of existing live oak trees | 38 | EACH | 525.00 | 19,950.00 | 800.00 | 30,400.00 | 506.00 | 19,228.00 | ||
| S-007 | cleaning existing ditches | 2,000 | LNFT | 2.00 | 4,000.00 | 6.50 | 13,000.00 | 5.06 | 10,120.00 | ||
| S-008 | geotextile fabric | 16,349 | SQYD | 3.00 | 49,047.00 | 2.00 | 32,698.00 | 2.00 | 32,698.00 | ||
| S-009 | rumble strips (ground in) | 38.8 | MILE | 430.00 | 16,684.00 | 440.00 | 17,072.00 | 435.00 | 16,878.00 | ||
| S-012 | motor assistance patrol | 4,000 | HOUR | 30.00 | 120,000.00 | 53.00 | 212,000.00 | 52.74 | 210,960.00 | ||
| S-013 | impact attenuators (construction zone) | 2 | EACH | 34,000.00 | 68,000.00 | 25,000.00 | 50,000.00 | 17,200.00 | 34,400.00 | ||
| S-014 | pier protection system | 4 | EACH | 16,000.00 | 64,000.00 | 23,000.00 | 92,000.00 | 30,400.00 | 121,600.00 | ||
| S-025 | remove and remount existing sign logos | 10 | EACH | 40.00 | 400.00 | 41.00 | 410.00 | 40.45 | 404.50 | ||
| S-101 | removal of concrete deck, bent cap & wingwall | lump | LUMP | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 | 84,000.00 | 84,000.00 | ||
| S-102 | removal of concrete & pipe railings | 1,120 | LNFT | 16.00 | 17,920.00 | 26.00 | 29,120.00 | 166.84 | 186,860.80 | ||
| S-103 | dynamic analysis | 6 | EACH | 450.00 | 2,700.00 | 1,200.00 | 7,200.00 | 500.00 | 3,000.00 | ||
| S-104 | existing deck slab patch repair | 34 | SQYD | 148.00 | 5,032.00 | 300.00 | 10,200.00 | 404.46 | 13,751.64 | ||
| S-105 | removal of existing guard rail | lump | LUMP | 1.00 | 1.00 | 1.00 | 1.00 | 1.01 | 1.01 | ||
| S-712-1 | paved slope drain (4" minimum thickness) | 1,700.0 | LNFT | 18.00 | 30,600.00 | 15.00 | 25,500.00 | 15.17 | 25,789.00 | ||
| S-712-2 | paved slope drain (4" thick) | 1,100.0 | LNFT | 14.00 | 15,400.00 | 12.00 | 13,200.00 | 12.13 | 13,343.00 | ||
| CONTRACTOR TOTAL | 44,877,976.38 | 41,770,430.07 | 45,148,163.56 | ||||||||