Bid Tabulations
Letting of
10/09/2013
LA DOTD Headquarters
| Lead Project: H.010304.6 | |
| Parish: Caldwell | |
| Routes: LA 849 | |
| Description: LA 849: LA 126 - US 165 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $2,584,486.96 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $2,255,526.27 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,588,401.54 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,876,669.06 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Removal of 4' of 24" RCP pipe | 1 | EACH | 150.00 | 150.00 | 1,000.00 | 1,000.00 | 240.00 | 240.00 |
| 0002 | 202-02-00010 | Removal of Removal of 8' of 36" RCP pipe | 1 | EACH | 150.00 | 150.00 | 1,000.00 | 1,000.00 | 240.00 | 240.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 400 | LNFT | 15.00 | 6,000.00 | 20.00 | 8,000.00 | 12.00 | 4,800.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 582 | CUYD | 25.00 | 14,550.00 | 50.00 | 29,100.00 | 38.00 | 22,116.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,100 | CUYD | 32.00 | 67,200.00 | 66.00 | 138,600.00 | 61.00 | 128,100.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 13,381.1 | TON | 90.00 | 1,204,299.00 | 89.00 | 1,190,917.90 | 104.00 | 1,391,634.40 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,086.3 | TON | 120.00 | 130,356.00 | 140.00 | 152,082.00 | 205.00 | 222,691.50 |
| 0008 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 75,139 | GAL | 3.15 | 236,687.85 | 3.25 | 244,201.75 | 4.00 | 300,556.00 |
| 0009 | 507-02-00200 | Aggregate (S2) | 110,497 | SQYD | 0.82 | 90,607.54 | 1.00 | 110,497.00 | 1.00 | 110,497.00 |
| 0010 | 507-02-00300 | Aggregate (S3) | 110,497 | SQYD | 0.62 | 68,508.14 | 0.70 | 77,347.90 | 0.80 | 88,397.60 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 110,497 | SQYD | 0.75 | 82,872.75 | 2.50 | 276,242.50 | 1.50 | 165,745.50 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,535 | CUYD | 1.00 | -1,535.00 | 5.00 | -7,675.00 | 0.01 | -15.35 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,925 | SQYD | 95.00 | 182,875.00 | 90.00 | 173,250.00 | 103.00 | 198,275.00 |
| 0014 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 100.00 | 800.00 | 300.00 | 2,400.00 | 135.00 | 1,080.00 |
| 0015 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 8 | LNFT | 150.00 | 1,200.00 | 300.00 | 2,400.00 | 135.00 | 1,080.00 |
| 0016 | 701-15-00100 | Concrete Collar | 2 | EACH | 800.00 | 1,600.00 | 1,100.00 | 2,200.00 | 1,600.00 | 3,200.00 |
| 0017 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 38.00 | 3,800.00 | 40.00 | 4,000.00 | 65.00 | 6,500.00 |
| 0018 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 190 | LNFT | 66.00 | 12,540.00 | 65.00 | 12,350.00 | 72.00 | 13,680.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 21.00 | 1,050.00 | 21.00 | 1,050.00 | 26.00 | 1,300.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,000.00 | 8,000.00 | 3,270.00 | 13,080.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.87 | MILE | 225.00 | 4,245.75 | 160.00 | 3,019.20 | 250.00 | 4,717.50 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 9.323 | MILE | 225.00 | 2,097.68 | 210.00 | 1,957.83 | 230.00 | 2,144.29 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 28.406 | MILE | 1.00 | 28.41 | 410.00 | 11,646.46 | 400.00 | 11,362.40 |
| 0025 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,492 | EACH | 1.50 | 3,738.00 | 1.50 | 3,738.00 | 2.00 | 4,984.00 |
| 0026 | 726-01-00100 | Bedding Material | 11.5 | CUYD | 100.00 | 1,150.00 | 100.00 | 1,150.00 | 140.00 | 1,610.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 54,000.00 | 54,000.00 | 65,000.00 | 65,000.00 | 92,000.00 | 92,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | 78.00 | 312.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,075 | EACH | 5.50 | 11,412.50 | 5.00 | 10,375.00 | 6.00 | 12,450.00 |
| 0030 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 14.203 | MILE | 1,250.00 | 17,753.75 | 1,100.00 | 15,623.30 | 1,570.00 | 22,298.71 |
| 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.161 | MILE | 900.00 | 2,844.90 | 700.00 | 2,212.70 | 1,110.00 | 3,508.71 |
| 0032 | 732-05-00100 | Removal of Existing Markings FOR THE REMOVAL OF RAISED PAVEMENT MARKERS ONLY | 9.43 | MILE | 200.00 | 1,886.00 | 250.00 | 2,357.50 | 190.00 | 1,791.70 |
| 0033 | 735-01-00100 | Mailboxes | 72 | EACH | 5.00 | 360.00 | 5.00 | 360.00 | 1.30 | 93.60 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 58 | EACH | 110.00 | 6,380.00 | 110.00 | 6,380.00 | 140.00 | 8,120.00 |
| 0035 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 160.00 | 1,120.00 | 150.00 | 1,050.00 | 190.00 | 1,330.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 |
| 0037 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 22,495 | INLF | 0.40 | 8,998.00 | 0.50 | 11,247.50 | 0.30 | 6,748.50 |
| CONTRACTOR TOTAL | 2,255,526.27 | 2,588,401.54 | 2,876,669.06 | |||||||