Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 862-14-0011 | |
| Parish: West Carroll | |
| Routes: LA 589 | |
| Description: LA 17 TO BUTLER RD | |
| Type Const: CLEARING AND GRUBBING, COLD PLANING ASPHALTIC PAVEMENT, DRAINAGE STRUCTURES, IN-PLACE CEMENT TREATED BASE, AGGREGATE SURFACE COURSE, SUPERPAVE ASPHALTIC CONCRETE, AND RELATED WORK | |
| Estimated Construction Cost: $2,456,984.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,641,317.39 |
| 2 | 05789 | D & J Construction Co., Inc. | $1,657,150.65 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Tree Trimming | 1 | LUMP | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 312 | SQYD | 15.00 | 4,680.00 | 9.00 | 2,808.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 191 | SQYD | 40.00 | 7,640.00 | 20.00 | 3,820.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 373 | LNFT | 3.00 | 1,119.00 | 8.00 | 2,984.00 |
| 0006 | 202-02-32180 | Removal of Pipe Headwalls | 2 | EACH | 800.00 | 1,600.00 | 800.00 | 1,600.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 5,417 | CUYD | 19.00 | 102,923.00 | 18.00 | 97,506.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,030 | CUYD | 19.00 | 38,570.00 | 12.00 | 24,360.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 51,014 | SQYD | 9.00 | 459,126.00 | 7.00 | 357,098.00 |
| 0010 | 308-02-00100 | Removal of Existing Patches | 100 | SQYD | 32.00 | 3,200.00 | 10.00 | 1,000.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 224 | CUYD | 110.00 | 24,640.00 | 100.00 | 22,400.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 184.9 | CUYD | 108.00 | 19,969.20 | 65.00 | 12,018.50 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 5,403.8 | TON | 81.00 | 437,707.80 | 95.00 | 513,361.00 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 738.9 | TON | 130.00 | 96,057.00 | 95.00 | 70,195.50 |
| 0015 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 15,181 | GAL | 3.00 | 45,543.00 | 2.70 | 40,988.70 |
| 0016 | 507-02-00300 | Aggregate (S3) | 48,973 | SQYD | 0.75 | 36,729.75 | 1.35 | 66,113.55 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,384 | SQYD | 10.00 | 13,840.00 | 9.00 | 12,456.00 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -52 | CUYD | 0.10 | -5.20 | 0.10 | -5.20 |
| 0019 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 36 | LNFT | 150.00 | 5,400.00 | 135.00 | 4,860.00 |
| 0020 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 12 | LNFT | 150.00 | 1,800.00 | 130.00 | 1,560.00 |
| 0021 | 701-12-01040 | Corrugated Metal Pipe (Extension) (18") | 9 | LNFT | 100.00 | 900.00 | 80.00 | 720.00 |
| 0022 | 701-13-01060 | Corrugated Metal Pipe Arch (Extension) (30" Equiv.) | 8 | LNFT | 170.00 | 1,360.00 | 165.00 | 1,320.00 |
| 0023 | 701-13-01160 | Corrugated Metal Pipe Arch (Extension) (60" Equiv.) | 4 | LNFT | 360.00 | 1,440.00 | 400.00 | 1,600.00 |
| 0024 | 701-15-00100 | Concrete Collar | 8 | EACH | 800.00 | 6,400.00 | 800.00 | 6,400.00 |
| 0025 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 50.00 | 5,000.00 | 40.00 | 4,000.00 |
| 0026 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 114 | LNFT | 60.00 | 6,840.00 | 65.00 | 7,410.00 |
| 0027 | 704-03-00100 | Blocked Out Guard Rail | 62.5 | LNFT | 30.00 | 1,875.00 | 25.00 | 1,562.50 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,400.00 | 9,600.00 |
| 0029 | 706-02-00200 | Concrete Drive (6" Thick) | 147.6 | SQYD | 80.00 | 11,808.00 | 80.00 | 11,808.00 |
| 0030 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 56 | SQYD | 110.00 | 6,160.00 | 100.00 | 5,600.00 |
| 0031 | 711-04-00100 | Geotextile Fabric | 56 | SQYD | 2.10 | 117.60 | 3.00 | 168.00 |
| 0032 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,500.00 | 10,500.00 | 41,500.00 | 41,500.00 |
| 0033 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.97 | MILE | 1.00 | 6.97 | 250.00 | 1,742.50 |
| 0034 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.688 | MILE | 1.00 | 3.69 | 250.00 | 922.00 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 22.78 | MILE | 1.00 | 22.78 | 450.00 | 10,251.00 |
| 0036 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 921 | EACH | 1.00 | 921.00 | 2.00 | 1,842.00 |
| 0037 | 716-01-00100 | Mulch (Vegetative) | 13.5 | TON | 500.00 | 6,750.00 | 550.00 | 7,425.00 |
| 0038 | 717-01-00100 | Seeding | 541 | LB | 8.00 | 4,328.00 | 9.00 | 4,869.00 |
| 0039 | 718-01-00100 | Fertilizer | 6,758 | LB | 0.50 | 3,379.00 | 0.50 | 3,379.00 |
| 0040 | 726-01-00100 | Bedding Material | 103 | CUYD | 110.00 | 11,330.00 | 100.00 | 10,300.00 |
| 0041 | 727-01-00100 | Mobilization | 1 | LUMP | 61,000.00 | 61,000.00 | 83,000.00 | 83,000.00 |
| 0042 | 729-16-00200 | Object Marker Assembly (Type 2) | 24 | EACH | 85.00 | 2,040.00 | 100.00 | 2,400.00 |
| 0043 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 120.00 | 960.00 | 100.00 | 800.00 |
| 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | 461 | EACH | 5.00 | 2,305.00 | 6.00 | 2,766.00 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.39 | MILE | 2,300.00 | 26,197.00 | 3,100.00 | 35,309.00 |
| 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.844 | MILE | 850.00 | 1,567.40 | 1,400.00 | 2,581.60 |
| 0047 | 732-05-00100 | Removal of Existing Markings | 0.227 | MILE | 6,000.00 | 1,362.00 | 5,000.00 | 1,135.00 |
| 0048 | 735-01-00100 | Mailboxes | 24 | EACH | 1.10 | 26.40 | 5.00 | 120.00 |
| 0049 | 735-02-00100 | Mailbox Supports (Single) | 20 | EACH | 140.00 | 2,800.00 | 130.00 | 2,600.00 |
| 0050 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 180.00 | 360.00 | 200.00 | 400.00 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 |
| 0052 | 741-06-00100 | Relocating Fire Hydrant | 1 | EACH | 8,000.00 | 8,000.00 | 2,500.00 | 2,500.00 |
| 0053 | 741-07-00100 | Relocating Water Valve | 2 | EACH | 2,100.00 | 4,200.00 | 3,000.00 | 6,000.00 |
| 0054 | 741-11-00100 | Adjusting Water Valve | 1 | EACH | 900.00 | 900.00 | 1,000.00 | 1,000.00 |
| 0055 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 7.2 | CUYD | 1,300.00 | 9,360.00 | 1,250.00 | 9,000.00 |
| 0056 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 42.59 | CUYD | 1,000.00 | 42,590.00 | 1,000.00 | 42,590.00 |
| 0057 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 52 | LNFT | 900.00 | 46,800.00 | 900.00 | 46,800.00 |
| 0058 | 806-01-00100 | Deformed Reinforcing Steel | 3,018 | LB | 3.00 | 9,054.00 | 3.00 | 9,054.00 |
| 0059 | NS-200-00020 | Cleaning Existing Ditches | 1,100 | LNFT | 8.00 | 8,800.00 | 8.00 | 8,800.00 |
| 0060 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 876 | INLF | 1.50 | 1,314.00 | 2.00 | 1,752.00 |
| CONTRACTOR TOTAL | 1,641,317.39 | 1,657,150.65 | ||||||