| REBID |
| ||
| 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 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $36,362,986.12 |
| 2 | 28665 | GILBERT SOUTHERN CORP | $42,243,933.69 |
| 3 | 14530 | APAC-TEXAS INC | $43,578,765.76 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILBERT SOUTHERN CORP |
- 3 - APAC-TEXAS INC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures and obstructions | lump | LUMP | 28,000.00 | 28,000.00 | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 41,047 | SQYD | 3.25 | 133,402.75 | 4.20 | 172,397.40 | 5.00 | 205,235.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 65,739.9 | SQYD | 1.00 | 65,739.90 | 1.00 | 65,739.90 | 2.00 | 131,479.80 | ||
| 202-02-H | removal of guard rail | 12,438 | LNFT | 3.00 | 37,314.00 | 3.00 | 37,314.00 | 3.10 | 38,557.80 | ||
| 202-02-I | removal of existing sign | 16 | EACH | 8.00 | 128.00 | 80.00 | 1,280.00 | 82.00 | 1,312.00 | ||
| 202-02-J | removal of existing sign support | 18 | EACH | 188.50 | 3,393.00 | 200.00 | 3,600.00 | 190.00 | 3,420.00 | ||
| 202-02-K | removal of existing sign and u-channel post | 18 | EACH | 35.00 | 630.00 | 32.00 | 576.00 | 33.00 | 594.00 | ||
| 202-02-L | removal of headwalls | 8.0 | EACH | 1,100.00 | 8,800.00 | 1,200.00 | 9,600.00 | 1,100.00 | 8,800.00 | ||
| 202-02-M | removal of trees (live oaks)(18" to 30" diameter) | 6 | EACH | 1,500.00 | 9,000.00 | 2,000.00 | 12,000.00 | 1,100.00 | 6,600.00 | ||
| 202-02-N | removal of trees (live oaks)(31" to 40" diameter) | 10 | EACH | 2,000.00 | 20,000.00 | 2,000.00 | 20,000.00 | 1,100.00 | 11,000.00 | ||
| 202-02-O | removal of trees (live oaks)(41" to 50" diameter) | 2 | EACH | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 | ||
| 202-02-P | removal of trees (live oaks)(51" diameter and over) | 3 | EACH | 3,000.00 | 9,000.00 | 2,000.00 | 6,000.00 | 1,700.00 | 5,100.00 | ||
| 202-02-Q | removal of trees (various sizes and species) | 5 | EACH | 1,300.00 | 6,500.00 | 750.00 | 3,750.00 | 1,300.00 | 6,500.00 | ||
| 202-02-R | removal of portland cement concrete revetment | 71 | SQYD | 10.00 | 710.00 | 50.00 | 3,550.00 | 11.00 | 781.00 | ||
| 203-01 | general excavation | 103,769 | CUYD | 2.05 | 212,726.45 | 4.00 | 415,076.00 | 2.20 | 228,291.80 | ||
| 203-04 | embankment | 311,765.0 | CUYD | 8.32 | 2,593,884.80 | 8.00 | 2,494,120.00 | 8.60 | 2,681,179.00 | ||
| 204-02 | temporary baled hay or straw | 200 | EACH | 10.00 | 2,000.00 | 30.00 | 6,000.00 | 11.00 | 2,200.00 | ||
| 302-01-E | class ii base course (stone or recycled pccp) | 344,572.0 | SQYD | 6.10 | 2,101,889.20 | 5.50 | 1,895,146.00 | 5.70 | 1,964,060.40 | ||
| 302-02-C | class ii base course (10" thick) | 321,741.0 | SQYD | 8.14 | 2,618,971.74 | 10.00 | 3,217,410.00 | 10.80 | 3,474,802.80 | ||
| 502-01 | superpave asphaltic concrete | 358,479.1 | TON | 40.49 | 14,514,818.75 | 55.00 | 19,716,350.50 | 57.00 | 20,433,308.70 | ||
| 509-01 | cold planing asphaltic pavement | 143,052 | SQYD | 0.85 | 121,594.20 | 2.00 | 286,104.00 | 0.55 | 78,678.60 | ||
| 601-03-K | portland cement concrete shoulder (10" thick) | 160.0 | SQYD | 62.00 | 9,920.00 | 100.00 | 16,000.00 | 62.00 | 9,920.00 | ||
| 601-04 | portland cement concrete pavement coring | 4 | EACH | 101.00 | 404.00 | 250.00 | 1,000.00 | 102.00 | 408.00 | ||
| 701-01-I | cross drain pipe (24"rcp) | 369 | LNFT | 56.00 | 20,664.00 | 60.00 | 22,140.00 | 56.00 | 20,664.00 | ||
| 701-10-I | reinforced concrete pipe extension (24" rcp) | 712 | LNFT | 76.00 | 54,112.00 | 90.00 | 64,080.00 | 77.00 | 54,824.00 | ||
| 701-10-M | reinforced concrete pipe extension (36" rcp) | 76 | LNFT | 123.00 | 9,348.00 | 110.00 | 8,360.00 | 122.00 | 9,272.00 | ||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,100.00 | 12,400.00 | 4,800.00 | 19,200.00 | 3,100.00 | 12,400.00 | ||
| 702-03-I | catch basins (cb-62) | 4 | EACH | 4,600.00 | 18,400.00 | 9,000.00 | 36,000.00 | 4,600.00 | 18,400.00 | ||
| 702-04-B | adjusting catch basins | 3 | EACH | 1,600.00 | 4,800.00 | 3,700.00 | 11,100.00 | 1,600.00 | 4,800.00 | ||
| 702-07-A | cross drain safety end (type 1) | 104 | EACH | 1,600.00 | 166,400.00 | 1,300.00 | 135,200.00 | 1,600.00 | 166,400.00 | ||
| 703-01 | shoulder underdrain systems | 93,121 | LNFT | 6.36 | 592,249.56 | 4.00 | 372,484.00 | 5.90 | 549,413.90 | ||
| 703-02 | shoulder outlet underdrains | 317 | EACH | 115.00 | 36,455.00 | 330.00 | 104,610.00 | 310.00 | 98,270.00 | ||
| 703-06 | underdrain video inspection | 31,000 | LNFT | 1.27 | 39,370.00 | 0.75 | 23,250.00 | 0.60 | 18,600.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spa.) | 406.4 | LNFT | 29.00 | 11,785.60 | 28.50 | 11,582.40 | 29.00 | 11,785.60 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 325.3 | LNFT | 41.00 | 13,337.30 | 40.00 | 13,012.00 | 41.00 | 13,337.30 | ||
| 704-01-D | guard rail (double thrie beam)(6'-3" post spa.) | 75.0 | LNFT | 36.00 | 2,700.00 | 35.00 | 2,625.00 | 36.00 | 2,700.00 | ||
| 704-03 | blocked out guard rail | 2,781.8 | LNFT | 16.00 | 44,508.80 | 15.00 | 41,727.00 | 16.00 | 44,508.80 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
81.9 | LNFT | 90.00 | 7,371.00 | 87.50 | 7,166.25 | 90.00 | 7,371.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 350.0 | LNFT | 45.00 | 15,750.00 | 44.25 | 15,487.50 | 46.00 | 16,100.00 | ||
| 704-11-A | guard rail end treatment (flared) | 31 | EACH | 1,800.00 | 55,800.00 | 1,725.00 | 53,475.00 | 1,800.00 | 55,800.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 10,530.5 | SQYD | 59.00 | 621,299.50 | 40.00 | 421,220.00 | 60.00 | 631,830.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 651 | SQYD | 37.00 | 24,087.00 | 60.00 | 39,060.00 | 36.00 | 23,436.00 | ||
| 712-04 | flexible revetment | 2,266 | SQYD | 51.00 | 115,566.00 | 27.00 | 61,182.00 | 52.00 | 117,832.00 | ||
| 713-01 | temporary signs and barricades | lump | LUMP | 250,000.00 | 250,000.00 | 400,000.00 | 400,000.00 | 500,000.00 | 500,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4"width) (thermoplastic) |
21.720 | MILE | 675.00 | 14,661.00 | 660.00 | 14,335.20 | 680.00 | 14,769.60 | ||
| 713-04-B-02 | temporary pavement markings (broken line)(4"width) (10'length) (thermoplastic) |
39.440 | MILE | 675.00 | 26,622.00 | 660.00 | 26,030.40 | 680.00 | 26,819.20 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 41.440 | MILE | 500.00 | 20,720.00 | 500.00 | 20,720.00 | 500.00 | 20,720.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
3.000 | MILE | 12,000.00 | 36,000.00 | 12,000.00 | 36,000.00 | 12,000.00 | 36,000.00 | ||
| 713-05-A-02 | temporary pavement markings (solid line)(4"width) (thermoplastic) |
80.880 | MILE | 2,000.00 | 161,760.00 | 2,000.00 | 161,760.00 | 2,000.00 | 161,760.00 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
500 | EACH | 560.00 | 280,000.00 | 650.00 | 325,000.00 | 920.00 | 460,000.00 | ||
| 713-09-A | temporary precast concrete barrier (department furnished) (district 07, lake charles) |
800 | EACH | 600.00 | 480,000.00 | 300.00 | 240,000.00 | 330.00 | 264,000.00 | ||
| 713-09-B | temporary precast concrete barrier (department furnished) (district 03, lafayette) |
1,000 | EACH | 600.00 | 600,000.00 | 400.00 | 400,000.00 | 440.00 | 440,000.00 | ||
| 716-01-B | mulch (fiber) | 145.40 | ACRE | 600.00 | 87,240.00 | 650.00 | 94,510.00 | 560.00 | 81,424.00 | ||
| 717-01 | seeding | 8,724 | LB | 4.59 | 40,043.16 | 4.00 | 34,896.00 | 7.50 | 65,430.00 | ||
| 718-01 | fertilizer | 145,404 | LB | 0.18 | 26,172.72 | 0.25 | 36,351.00 | 0.30 | 43,621.20 | ||
| 719-01 | plants (live oak (quercus virginiana))(15 gallon) | 44 | EACH | 138.00 | 6,072.00 | 110.00 | 4,840.00 | 150.00 | 6,600.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 200 | SQYD | 2.00 | 400.00 | 20.00 | 4,000.00 | 1.30 | 260.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 250 | SQYD | 2.00 | 500.00 | 20.00 | 5,000.00 | 1.40 | 350.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 400,000.00 | 400,000.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 2,000 | SQYD | 85.00 | 170,000.00 | 80.00 | 160,000.00 | 46.00 | 92,000.00 | ||
| 726-01 | bedding material | 396.6 | CUYD | 67.00 | 26,572.20 | 75.00 | 29,745.00 | 66.00 | 26,175.60 | ||
| 727-01 | mobilization | lump | LUMP | 3,523,000.00 | 3,523,000.00 | 4,083,000.00 | 4,083,000.00 | 4,200,000.00 | 4,200,000.00 | ||
| 729-01 | sign (type a) | 224.0 | SQFT | 25.00 | 5,600.00 | 25.00 | 5,600.00 | 25.00 | 5,600.00 | ||
| 729-04 | sign (type d) | 600.0 | SQFT | 23.00 | 13,800.00 | 25.00 | 15,000.00 | 24.00 | 14,400.00 | ||
| 729-05 | sign (type e) | 31.0 | SQFT | 29.00 | 899.00 | 29.00 | 899.00 | 30.00 | 930.00 | ||
| 729-08-B | mounting (3 1/2" post) | 15 | EACH | 700.00 | 10,500.00 | 700.00 | 10,500.00 | 700.00 | 10,500.00 | ||
| 729-08-F | mounting (w6 x 12) | 2 | EACH | 815.00 | 1,630.00 | 800.00 | 1,600.00 | 820.00 | 1,640.00 | ||
| 729-08-G | mounting (w8 x 18) | 2 | EACH | 1,225.00 | 2,450.00 | 1,200.00 | 2,400.00 | 1,220.00 | 2,440.00 | ||
| 729-08-H | mounting (w8 x 24) | 4 | EACH | 1,363.00 | 5,452.00 | 1,400.00 | 5,600.00 | 1,400.00 | 5,600.00 | ||
| 729-16-B | object marker assembly (type 2) | 58 | EACH | 50.00 | 2,900.00 | 50.00 | 2,900.00 | 52.00 | 3,016.00 | ||
| 729-16-C | object marker assembly (type 3) | 32 | EACH | 66.00 | 2,112.00 | 70.00 | 2,240.00 | 67.00 | 2,144.00 | ||
| 729-17 | milepost assembly (ground mounted) | 20 | EACH | 215.00 | 4,300.00 | 215.00 | 4,300.00 | 220.00 | 4,400.00 | ||
| 731-01 | non-reflectorized raised pavement markers | 290 | EACH | 15.28 | 4,431.20 | 15.00 | 4,350.00 | 16.00 | 4,640.00 | ||
| 731-02 | reflectorized raised pavement markers | 10,322 | EACH | 5.30 | 54,706.60 | 5.20 | 53,674.40 | 5.40 | 55,738.80 | ||
| 732-02-A | plastic pavement striping (solid line)(4" width) | 38.978 | MILE | 2,000.00 | 77,956.00 | 2,000.00 | 77,956.00 | 2,000.00 | 77,956.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 39.978 | MILE | 825.00 | 32,981.85 | 830.00 | 33,181.74 | 850.00 | 33,981.30 | ||
| 732-05-B | removal of temporary pavement markings | 10.000 | MILE | 3,900.00 | 39,000.00 | 100.00 | 1,000.00 | 7,000.00 | 70,000.00 | ||
| 733-01-A | concrete roadway barrier (double faced,"f"shaped) | 4,670.0 | LNFT | 125.00 | 583,750.00 | 160.00 | 747,200.00 | 106.00 | 495,020.00 | ||
| 733-01-B | concrete roadway barrier (double faced,"special"shaped) | 3,956.0 | LNFT | 125.00 | 494,500.00 | 180.00 | 712,080.00 | 106.00 | 419,336.00 | ||
| 734-01 | rubblizing portland cement concrete pavement | 232,062 | SQYD | 3.25 | 754,201.50 | 2.70 | 626,567.40 | 2.90 | 672,979.80 | ||
| 740-01 | construction layout | lump | LUMP | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 400,000.00 | 400,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 500,000.00 | 500,000.00 | 195,000.00 | 195,000.00 | 500,000.00 | 500,000.00 | ||
| 804-01-B | precast concrete piles (14") | 7,204 | LNFT | 31.00 | 223,324.00 | 50.00 | 360,200.00 | 37.00 | 266,548.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 10,200.00 | 20,400.00 | 23,000.00 | 46,000.00 | 520.00 | 1,040.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 93.09 | CUYD | 692.86 | 64,498.33 | 1,000.00 | 93,090.00 | 700.00 | 65,163.00 | ||
| 805-01-F | class a concrete (bents) | 205.08 | CUYD | 1,018.91 | 208,958.06 | 1,400.00 | 287,112.00 | 600.00 | 123,048.00 | ||
| 805-03 | class aa concrete | 814.08 | CUYD | 611.34 | 497,679.66 | 700.00 | 569,856.00 | 350.00 | 284,928.00 | ||
| 805-12-E | reinforced concrete box culverts (4x4) | 100.0 | LNFT | 458.51 | 45,851.00 | 240.00 | 24,000.00 | 460.00 | 46,000.00 | ||
| 805-12-M | reinforced concrete box culverts (6x6) | 147.0 | LNFT | 509.45 | 74,889.15 | 400.00 | 58,800.00 | 520.00 | 76,440.00 | ||
| 805-12-S | reinforced concrete box culverts (8x8) | 129.0 | LNFT | 764.18 | 98,579.22 | 600.00 | 77,400.00 | 770.00 | 99,330.00 | ||
| 806-01 | deformed reinforcing steel | 187,294 | LB | 1.02 | 191,039.88 | 0.90 | 168,564.60 | 1.30 | 243,482.20 | ||
| 810-01 | concrete railing (barrier) | 1,120.00 | LNFT | 40.76 | 45,651.20 | 42.00 | 47,040.00 | 45.00 | 50,400.00 | ||
| 813-01 | concrete approach slabs | 1,084.38 | SQYD | 152.84 | 165,736.63 | 200.00 | 216,876.00 | 162.00 | 175,669.56 | ||
| S-001 | variable message sign unit | 8 | EACH | 15,000.00 | 120,000.00 | 10,000.00 | 80,000.00 | 16,000.00 | 128,000.00 | ||
| S-002 | stone drainage outlet | 183 | EACH | 750.00 | 137,250.00 | 500.00 | 91,500.00 | 300.00 | 54,900.00 | ||
| S-003 | aggregate drains | 156 | EACH | 225.00 | 35,100.00 | 210.00 | 32,760.00 | 230.00 | 35,880.00 | ||
| S-004 | retaining wall | 563 | LNFT | 175.00 | 98,525.00 | 170.00 | 95,710.00 | 172.00 | 96,836.00 | ||
| S-005 | patching rubblized p.c.c. pavement (stone) | 5,000.0 | SQYD | 5.00 | 25,000.00 | 25.00 | 125,000.00 | 25.00 | 125,000.00 | ||
| S-006 | selective pruning of existing live oak trees | 3 | EACH | 815.13 | 2,445.39 | 2,500.00 | 7,500.00 | 820.00 | 2,460.00 | ||
| S-007 | cleaning existing ditches | 2,000 | LNFT | 10.19 | 20,380.00 | 6.00 | 12,000.00 | 5.00 | 10,000.00 | ||
| S-008 | geotextile fabric | 9,374 | SQYD | 2.04 | 19,122.96 | 1.00 | 9,374.00 | 2.00 | 18,748.00 | ||
| S-009 | rumble strips (ground in) | 38.8 | MILE | 516.10 | 20,024.68 | 300.00 | 11,640.00 | 310.00 | 12,028.00 | ||
| S-010 | relocation of existing ditches | 2,310.0 | LNFT | 12.00 | 27,720.00 | 6.00 | 13,860.00 | 4.00 | 9,240.00 | ||
| S-011 | rumble strips (temporary) | 38.8 | MILE | 516.10 | 20,024.68 | 300.00 | 11,640.00 | 600.00 | 23,280.00 | ||
| S-012 | motor assistance patrol | 4,000 | HOUR | 85.00 | 340,000.00 | 50.00 | 200,000.00 | 75.00 | 300,000.00 | ||
| S-014 | pier protection system | 4 | EACH | 25,000.00 | 100,000.00 | 14,000.00 | 56,000.00 | 23,000.00 | 92,000.00 | ||
| S-015 | temporary construction crossovers (median) | 518.5 | LNFT | 125.00 | 64,812.50 | 400.00 | 207,400.00 | 280.00 | 145,180.00 | ||
| S-025 | remove and remount existing sign logos | 10 | EACH | 41.00 | 410.00 | 40.00 | 400.00 | 42.00 | 420.00 | ||
| S-101 | removal of concrete deck, bent cap & wingwall | lump | LUMP | 275,000.00 | 275,000.00 | 200,000.00 | 200,000.00 | 112,000.00 | 112,000.00 | ||
| S-102 | removal of concrete & pipe railings | 1,120 | LNFT | 50.00 | 56,000.00 | 25.00 | 28,000.00 | 33.00 | 36,960.00 | ||
| S-104 | existing deck slab patch repair | 34 | SQYD | 350.00 | 11,900.00 | 250.00 | 8,500.00 | 310.00 | 10,540.00 | ||
| S-712-1 | paved slope drain (4" minimum thickness) | 1,700.0 | LNFT | 16.00 | 27,200.00 | 20.00 | 34,000.00 | 15.40 | 26,180.00 | ||
| S-712-2 | paved slope drain (4" thick) | 1,100.0 | LNFT | 13.00 | 14,300.00 | 15.00 | 16,500.00 | 12.40 | 13,640.00 | ||
| CONTRACTOR TOTAL | 36,362,986.12 | 42,243,933.69 | 43,578,765.76 | ||||||||