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| DBE GOAL FED | |||
| Lead Project: 053-09-0046 | |||
| Parish: CADDO | |||
| Routes: LA 1 | |||
| Description: YOUREE DRIVE (SAND BEACH BLVD.-SOUTHFIELD ROAD) | |||
| Type Const:
grading,lime trmt, drain struct, cold planing asph pvmt, superpave asph conc, pccp, sanitary sewer work, water service, and related work. | |||
| Estimated Construction Cost: $9,591,474.05 | |||
| Maximum Number of Days Allowed for Construction: 450 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $10,793,511.34 | 400 | $11,993,511.34 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
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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 | 300,000.00 | 300,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 202-02-C-01 | removal of portland cement concrete pavement (9" thick) | 19,250 | SQYD | 8.00 | 154,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 3,925 | SQYD | 15.00 | 58,875.00 | ||||||
| 202-02-E | removal of concrete curbs | 4,632.2 | LNFT | 10.00 | 46,322.00 | ||||||
| 202-02-H | removal of guard rail | 248 | LNFT | 10.00 | 2,480.00 | ||||||
| 202-02-I | removal of brick island (replace in-kind)(sta. 122+20 lt.) |
lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 203-01 | general excavation | 19,009 | CUYD | 5.00 | 95,045.00 | ||||||
| 203-04 | embankment | 13,150 | CUYD | 7.00 | 92,050.00 | ||||||
| 304-01 | lime | 30.67 | TON | 135.00 | 4,140.45 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 19,471 | SQYD | 6.00 | 116,826.00 | ||||||
| 305-01-A-01 | subgrade layer (cement treated)(12" thick) | 19,471 | SQYD | 8.50 | 165,503.50 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 0.10 | 200.00 | ||||||
| 502-01 | superpave asphaltic concrete binder course (level 1) (6" thick) |
6,425.5 | TON | 75.00 | 481,912.50 | ||||||
| 509-01-A | cold planing asphaltic pavement(6" thick) | 19,250 | SQYD | 1.50 | 28,875.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,604 | CUYD | 1.00 | - 1,604.00 | ||||||
| 601-01-I | portland cement concrete pavement (9" thick) | 18,915.5 | SQYD | 65.00 | 1,229,507.50 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 398 | LNFT | 55.00 | 21,890.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 85 | LNFT | 65.00 | 5,525.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 381 | LNFT | 125.00 | 47,625.00 | ||||||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 84 | LNFT | 300.00 | 25,200.00 | ||||||
| 701-03-Q | storm drain pipe (60" rcp/pcp) | 148 | LNFT | 350.00 | 51,800.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 2 | EACH | 4,500.00 | 9,000.00 | ||||||
| 702-02-C | manholes (r-cb-11 mod) | 4 | EACH | 7,000.00 | 28,000.00 | ||||||
| 702-03-B | catch basins (cb-02) | 11 | EACH | 4,500.00 | 49,500.00 | ||||||
| 702-03-B-01 | catch basins (cb-02)(double barrel)(special detail) | 1 | EACH | 7,500.00 | 7,500.00 | ||||||
| 702-03-C | catch basins (cb-06) | 5 | EACH | 4,000.00 | 20,000.00 | ||||||
| 702-03-E | catch basins (cb-03) | 5 | EACH | 3,000.00 | 15,000.00 | ||||||
| 702-03-F | catch basins (cb-08) | 24 | EACH | 5,000.00 | 120,000.00 | ||||||
| 702-03-G-01 | catch basins (cb-09)(single barrel)(special detail) | 4 | EACH | 5,500.00 | 22,000.00 | ||||||
| 702-03-G-02 | catch basins (cb-09)(double barrel)(special detail) | 7 | EACH | 9,000.00 | 63,000.00 | ||||||
| 702-03-I-01 | cantilevered curb inlet (special detail) | 10 | EACH | 2,500.00 | 25,000.00 | ||||||
| 702-04-A | adjusting manholes | 7 | EACH | 800.00 | 5,600.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 98.0 | LNFT | 45.00 | 4,410.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,850.00 | 11,400.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 1,645.4 | SQYD | 45.00 | 74,043.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 2,176.1 | SQYD | 50.00 | 108,805.00 | ||||||
| 707-01 | concrete curb | 4,675.9 | LNFT | 12.00 | 56,110.80 | ||||||
| 707-03 | combination concrete curb & gutter | 150.0 | LNFT | 35.00 | 5,250.00 | ||||||
| 710-01 | flowable fill | 233 | CUYD | 100.00 | 23,300.00 | ||||||
| 711-01-D | riprap (55 lb, 18" thick) | 12 | SQYD | 85.00 | 1,020.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 87 | SQYD | 55.00 | 4,785.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 3.000 | MILE | 733.00 | 2,199.00 | ||||||
| 713-09 | temporary precast concrete barriers(department furnished) |
150 | EACH | 225.00 | 33,750.00 | ||||||
| 714-01 | slab sodding | 2,000 | SQYD | 4.50 | 9,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 9.36 | ACRE | 600.00 | 5,616.00 | ||||||
| 717-01 | seeding | 330 | LB | 7.00 | 2,310.00 | ||||||
| 718-01 | fertilizer | 1,560 | LB | 0.85 | 1,326.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 13,500.00 | 13,500.00 | ||||||
| 726-01 | bedding material | 1,000.0 | CUYD | 50.00 | 50,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 75.00 | 150.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 442 | EACH | 5.90 | 2,607.80 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.167 | MILE | 2,345.00 | 2,736.62 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.085 | MILE | 4,690.00 | 398.65 | ||||||
| 732-02-D | plastic pavement striping (solid line) (12" width) | 0.207 | MILE | 7,095.00 | 1,468.67 | ||||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.141 | MILE | 14,190.00 | 2,000.79 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.140 | MILE | 1,840.00 | 2,097.60 | ||||||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 0.057 | MILE | 3,680.00 | 209.76 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 19 | EACH | 175.00 | 3,325.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 190.00 | 570.00 | ||||||
| 736-09 | loop detector | 500 | LNFT | 15.00 | 7,500.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 741-06 | relocating fire hydrant | 7 | EACH | 3,500.00 | 24,500.00 | ||||||
| 741-08 | relocating water meter | 14 | EACH | 700.00 | 9,800.00 | ||||||
| 741-10 | adjusting water service lines | 200 | LNFT | 500.00 | 100,000.00 | ||||||
| 741-11 | adjusting water valve and meter box | 12 | EACH | 900.00 | 10,800.00 | ||||||
| 741-14 | concrete blocking | 0.2 | CUYD | 650.00 | 130.00 | ||||||
| 742-01-D-01 | sanitary sewer pipe (10" d.i.-class 50 w/401 liner) | 200 | LNFT | 75.00 | 15,000.00 | ||||||
| 742-01-F-01 | sanitary sewer pipe (16" d.i.-class 50 w/401 liner) | 16 | LNFT | 185.00 | 2,960.00 | ||||||
| 742-04 | casing (20" steel-3/8" minimum wall thickness) | 14 | LNFT | 95.00 | 1,330.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 803-03 | steel sheet pile wall | 50,000 | SQFT | 0.10 | 5,000.00 | ||||||
| 805-01-A | class a concrete (pipe headwalls) | 68.12 | CUYD | 900.00 | 61,308.00 | ||||||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 30.0 | LNFT | 200.00 | 6,000.00 | ||||||
| 805-12-A-01 | reinforced concrete box culverts (4'x 3')(precast only, astm c1433) |
778.0 | LNFT | 400.00 | 311,200.00 | ||||||
| 805-12-C-01 | reinforced concrete box culverts (6'x 3')(precast only, astm c1433) |
1,348.0 | LNFT | 500.00 | 674,000.00 | ||||||
| 805-12-Y | reinforced concrete box culverts (10'x 6') | 142.0 | LNFT | 1,500.00 | 213,000.00 | ||||||
| 805-12-Y-01 | reinforced concrete box culverts (10'x 6')(precast only, astm c1433) |
2,414.0 | LNFT | 1,500.00 | 3,621,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 8,117 | LB | 1.10 | 8,928.70 | ||||||
| S-001 | sanitary sewer manhole | 2 | EACH | 2,500.00 | 5,000.00 | ||||||
| S-002 | testing of sewer mains and manholes | lump | LUMP | 7,000.00 | 7,000.00 | ||||||
| S-003 | temporary construction entrance | 2 | EACH | 1.00 | 2.00 | ||||||
| S-004 | concrete encasement of sanitary sewer mains | 30 | LNFT | 200.00 | 6,000.00 | ||||||
| S-005 | abandon existing sanitary sewer mains | lump | LUMP | 4,500.00 | 4,500.00 | ||||||
| S-006 | saw cutting of existing pavement (full depth) | 3,078 | LNFT | 5.00 | 15,390.00 | ||||||
| S-009 | temporary erosion control | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| S-010 | temporary median crossovers | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 10,793,511.34 | ||||||||||
| Number of Days Bid at $3,000 per day. | 400 | 1,200,000.00 | 0 | 0 | 0 | ||||||
| TOTAL BID | 11,993,511.34 | ||||||||||