| |||
| Lead Project: 451-02-0048 | |||
| Parish: BOSSIER | |||
| Routes: I-20 | |||
| Description: FIFI BAYOU BRIDGE TO US 80 OVERPASS (FILLMORE) | |||
| Type Const:
grading, drain struct, cold planing asph pvmt, superpave ac ovly, pavemen patching, pccp, rubblizing pccp, and related work. | |||
| Estimated Construction Cost: $15,048,984.72 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $12,952,021.87 |
| 2 | 17464 | BENTON & BROWN, LLC. | $17,508,579.26 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - BENTON & BROWN, LLC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 1,760 | SQYD | 50.00 | 88,000.00 | 30.00 | 52,800.00 | ||||
| 202-02-E | removal of concrete curbs | 657.0 | LNFT | 8.00 | 5,256.00 | 9.50 | 6,241.50 | ||||
| 202-02-G | removal of surfacing & stabilized base | 4,654.5 | SQYD | 5.00 | 23,272.50 | 16.00 | 74,472.00 | ||||
| 202-02-I | removal of concrete revetment | 377.0 | SQYD | 15.00 | 5,655.00 | 12.00 | 4,524.00 | ||||
| 202-02-J | remove existing sign support | 83 | EACH | 175.00 | 14,525.00 | 190.00 | 15,770.00 | ||||
| 202-02-K | removal of reinforced concrete headwalls | 1 | EACH | 2,500.00 | 2,500.00 | 5,400.00 | 5,400.00 | ||||
| 202-02-L | remove existing sign | 99 | EACH | 60.00 | 5,940.00 | 125.00 | 12,375.00 | ||||
| 203-01 | general excavation | 775 | CUYD | 20.00 | 15,500.00 | 30.00 | 23,250.00 | ||||
| 203-07 | borrow (vehicular measurement) | 48,315 | CUYD | 8.50 | 410,677.50 | 16.00 | 773,040.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 300.00 | 1,200.00 | 240.00 | 960.00 | ||||
| 502-01 | superpave asphaltic concrete | 124,276.7 | TON | 70.00 | 8,699,369.00 | 85.00 | 10,563,519.50 | ||||
| 509-01 | cold planing asphaltic pavement | 69,617 | SQYD | 1.50 | 104,425.50 | 2.00 | 139,234.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,001 | CUYD | 1.00 | - 3,001.00 | 1.00 | - 3,001.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 365.2 | SQYD | 90.00 | 32,868.00 | 105.00 | 38,346.00 | ||||
| 601-01-I | portland cement concrete pavement (9" thick) | 914.6 | SQYD | 95.00 | 86,887.00 | 115.00 | 105,179.00 | ||||
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
58.4 | SQYD | 135.00 | 7,884.00 | 160.00 | 9,344.00 | ||||
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
629.3 | SQYD | 115.00 | 72,369.50 | 140.00 | 88,102.00 | ||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
169.8 | SQYD | 135.00 | 22,923.00 | 160.00 | 27,168.00 | ||||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
408.7 | SQYD | 125.00 | 51,087.50 | 150.00 | 61,305.00 | ||||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
1,455.1 | SQYD | 105.00 | 152,785.50 | 125.00 | 181,887.50 | ||||
| 702-07-D | cross drain safety end (type 4) | 2 | EACH | 25,000.00 | 50,000.00 | 30,000.00 | 60,000.00 | ||||
| 703-01 | shoulder underdrain systems | 65,585 | LNFT | 5.40 | 354,159.00 | 15.00 | 983,775.00 | ||||
| 703-02 | shoulder outlet underdrains | 220 | EACH | 360.00 | 79,200.00 | 650.00 | 143,000.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 564.2 | SQYD | 70.00 | 39,494.00 | 75.00 | 42,315.00 | ||||
| 707-01 | concrete curb | 65.0 | LNFT | 12.00 | 780.00 | 14.50 | 942.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 495,500.00 | 495,500.00 | 1,000,000.00 | 1,000,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
34.726 | MILE | 250.00 | 8,681.50 | 360.00 | 12,501.36 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
17.363 | MILE | 475.00 | 8,247.43 | 570.00 | 9,896.91 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 69.452 | MILE | 795.00 | 55,214.34 | 955.00 | 66,326.66 | ||||
| 713-08 | temporary precast concrete barrier (department furnished) |
250 | EACH | 40.00 | 10,000.00 | 285.00 | 71,250.00 | ||||
| 713-10 | temporary precast concrete barrier movement | 250 | EACH | 40.00 | 10,000.00 | 70.00 | 17,500.00 | ||||
| 716-01-A | mulch (vegetative) | 89.8 | TON | 550.00 | 49,390.00 | 775.00 | 69,595.00 | ||||
| 726-01 | bedding material | 26.4 | CUYD | 85.00 | 2,244.00 | 60.00 | 1,584.00 | ||||
| 727-01 | mobilization | lump | LUMP | 495,500.00 | 495,500.00 | 1,400,000.00 | 1,400,000.00 | ||||
| 729-01 | sign (type a) | 581.8 | SQFT | 17.00 | 9,890.60 | 23.00 | 13,381.40 | ||||
| 729-02 | sign (type b) | 18.2 | SQFT | 18.00 | 327.60 | 32.00 | 582.40 | ||||
| 729-04 | sign (type d) | 2,190.0 | SQFT | 19.00 | 41,610.00 | 29.00 | 63,510.00 | ||||
| 729-05 | sign (type e) | 34.0 | SQFT | 25.00 | 850.00 | 36.00 | 1,224.00 | ||||
| 729-08-A | mounting (2 1/2" post) | 24 | EACH | 600.00 | 14,400.00 | 900.00 | 21,600.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 15 | EACH | 700.00 | 10,500.00 | 1,030.00 | 15,450.00 | ||||
| 729-08-F | mounting (w6 x 12) | 35 | EACH | 800.00 | 28,000.00 | 1,200.00 | 42,000.00 | ||||
| 729-08-G | mounting (w8 x 18) | 16 | EACH | 1,200.00 | 19,200.00 | 1,450.00 | 23,200.00 | ||||
| 729-08-H | mounting (w8 x 24) | 10 | EACH | 1,700.00 | 17,000.00 | 1,980.00 | 19,800.00 | ||||
| 729-17 | milepost assembly (ground mounted) | 10 | EACH | 270.00 | 2,700.00 | 110.00 | 1,100.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,719 | EACH | 5.50 | 9,454.50 | 6.60 | 11,345.40 | ||||
| 732-01-C | plastic pavement striping (dotted line)(8" width) | 266 | LNFT | 0.95 | 252.70 | 1.15 | 305.90 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 26.237 | MILE | 2,750.00 | 72,151.75 | 3,300.00 | 86,582.10 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.528 | MILE | 5,900.00 | 3,115.20 | 7,100.00 | 3,748.80 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.100 | MILE | 17,900.00 | 1,790.00 | 21,500.00 | 2,150.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 11.575 | MILE | 910.00 | 10,533.25 | 1,095.00 | 12,674.63 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 225.00 | 675.00 | 270.00 | 810.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 250.00 | 750.00 | 300.00 | 900.00 | ||||
| 732-05 | removal of existing markings | 1.000 | MILE | 5,900.00 | 5,900.00 | 7,100.00 | 7,100.00 | ||||
| 734-01 | rubblizing portland cement concrete pavement | 157,510 | SQYD | 5.00 | 787,550.00 | 3.10 | 488,281.00 | ||||
| 739-01 | hydro-seeding | 44.89 | ACRE | 1,100.00 | 49,379.00 | 1,600.00 | 71,824.00 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 8.36 | CUYD | 1,000.00 | 8,360.00 | 1,850.00 | 15,466.00 | ||||
| 805-12-K | reinforced concrete box culverts (7'x 5') | 10.0 | LNFT | 1,000.00 | 10,000.00 | 2,300.00 | 23,000.00 | ||||
| 806-01 | deformed reinforcing steel | 571 | LB | 2.00 | 1,142.00 | 3.50 | 1,998.50 | ||||
| S-001 | hauling and stockpiling p.c.c. pavement | lump | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | ||||
| S-002 | rubblization prep. | lump | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||||
| S-003 | pccp joint membrane | 1,044 | LNFT | 5.00 | 5,220.00 | 12.00 | 12,528.00 | ||||
| S-004 | pccp sawcutting | 156 | LNFT | 20.00 | 3,120.00 | 18.00 | 2,808.00 | ||||
| S-005 | impact attenuators (construction zone) | 4 | EACH | 10,000.00 | 40,000.00 | 25,500.00 | 102,000.00 | ||||
| S-006 | dynamic message sign unit | 6 | EACH | 15,000.00 | 90,000.00 | 19,000.00 | 114,000.00 | ||||
| S-007 | rumble strips (ground-in) | 23.2 | MILE | 1,000.00 | 23,200.00 | 1,155.00 | 26,796.00 | ||||
| S-008 | soil mixing | lump | LUMP | 65,000.00 | 65,000.00 | 55,000.00 | 55,000.00 | ||||
| S-009 | remove existing sign and u channel post | 28 | EACH | 30.00 | 840.00 | 90.00 | 2,520.00 | ||||
| S-010 | remove and remount existing sign | 3 | EACH | 200.00 | 600.00 | 1,100.00 | 3,300.00 | ||||
| S-011 | remove and remount existing logo | 21 | EACH | 40.00 | 840.00 | 135.00 | 2,835.00 | ||||
| S-922 | sawing and sealing transverse joints in asphaltic concrete overlay |
1,056 | LNFT | 3.50 | 3,696.00 | 4.20 | 4,435.20 | ||||
| S-923 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
2,400 | LNFT | 3.50 | 8,400.00 | 4.20 | 10,080.00 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 6,880 | LNFT | 1.75 | 12,040.00 | 3.00 | 20,640.00 | ||||
| CONTRACTOR TOTAL | 12,952,021.87 | 17,508,579.26 | |||||||||