Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.002670.6-R1 | |
| Parish: Rapides | |
| Routes: LA 488 | |
| Description: LA 488: JCT. LA. 112 - VALENTINE LAKE ROAD | |
| Type Const: COLD PLANING ASPHALTIC PAVEMENT, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $2,910,196.64 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,156,768.82 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,486,933.84 |
| 3 | 05789 | D & J Construction Co., Inc. | $3,008,509.96 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 |
| 0002 | 202-02-00010 | Removal of CONCRETE CATTLE GAP FRAME | 1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 250.00 | 250.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 21 | SQYD | 165.00 | 3,465.00 | 40.00 | 840.00 | 15.00 | 315.00 |
| 0004 | 202-02-06140 | Removal of Curbs (Concrete) | 170 | LNFT | 11.00 | 1,870.00 | 12.00 | 2,040.00 | 5.00 | 850.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 556 | LNFT | 7.50 | 4,170.00 | 5.00 | 2,780.00 | 35.00 | 19,460.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 120 | CUYD | 10.00 | 1,200.00 | 36.00 | 4,320.00 | 40.00 | 4,800.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,000 | CUYD | 13.00 | 26,000.00 | 17.00 | 34,000.00 | 16.00 | 32,000.00 |
| 0008 | 304-05-00100 | Lime Treatment (Type E) | 203.1 | TON | 325.00 | 66,007.50 | 550.00 | 111,705.00 | 400.00 | 81,240.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 86,219 | SQYD | 5.00 | 431,095.00 | 6.80 | 586,289.20 | 9.00 | 775,971.00 |
| 0010 | 308-02-00100 | Removal of Existing Patches | 350 | SQYD | 6.50 | 2,275.00 | 7.00 | 2,450.00 | 10.00 | 3,500.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,501 | CUYD | 56.00 | 84,056.00 | 45.00 | 67,545.00 | 20.00 | 30,020.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 16,084.5 | TON | 69.00 | 1,109,830.50 | 74.00 | 1,190,253.00 | 98.00 | 1,576,281.00 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 978.1 | TON | 100.00 | 97,810.00 | 130.00 | 127,153.00 | 125.00 | 122,262.50 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 22,444 | SQYD | 1.70 | 38,154.80 | 1.20 | 26,932.80 | 2.00 | 44,888.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,185 | CUYD | 15.00 | -17,775.00 | 0.10 | -118.50 | 0.10 | -118.50 |
| 0016 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 88 | LNFT | 245.00 | 21,560.00 | 155.00 | 13,640.00 | 175.00 | 15,400.00 |
| 0017 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 48 | LNFT | 255.00 | 12,240.00 | 225.00 | 10,800.00 | 200.00 | 9,600.00 |
| 0018 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 200 | LNFT | 32.50 | 6,500.00 | 50.00 | 10,000.00 | 40.00 | 8,000.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 23.00 | 1,150.00 | 20.00 | 1,000.00 | 21.00 | 1,050.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 67.50 | 6,750.00 | 84.00 | 8,400.00 | 60.00 | 6,000.00 |
| 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,550.00 | 10,200.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,500.00 | 12,500.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.99 | MILE | 165.00 | 3,133.35 | 300.00 | 5,697.00 | 225.00 | 4,272.75 |
| 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.394 | MILE | 520.00 | 8,004.88 | 100.00 | 1,539.40 | 200.00 | 3,078.80 |
| 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 51.405 | MILE | 575.00 | 29,557.88 | 100.00 | 5,140.50 | 1.00 | 51.41 |
| 0026 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,750.00 | 3,750.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 0027 | 726-01-00100 | Bedding Material | 30.5 | CUYD | 100.00 | 3,050.00 | 115.00 | 3,507.50 | 100.00 | 3,050.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0029 | 729-01-00100 | Sign (Type A) | 18 | SQFT | 67.50 | 1,215.00 | 25.00 | 450.00 | 25.00 | 450.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 85.00 | 850.00 | 75.00 | 750.00 | 100.00 | 1,000.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 994 | EACH | 5.50 | 5,467.00 | 5.00 | 4,970.00 | 5.50 | 5,467.00 |
| 0032 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 125 | LNFT | 1.45 | 181.25 | 1.70 | 212.50 | 4.00 | 500.00 |
| 0033 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 210 | LNFT | 4.55 | 955.50 | 6.50 | 1,365.00 | 6.00 | 1,260.00 |
| 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 15 | LNFT | 5.25 | 78.75 | 6.50 | 97.50 | 5.00 | 75.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.145 | MILE | 2,350.00 | 40,290.75 | 2,600.00 | 44,577.00 | 2,800.00 | 48,006.00 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.131 | MILE | 860.00 | 4,412.66 | 740.00 | 3,796.94 | 1,000.00 | 5,131.00 |
| 0037 | 735-01-00100 | Mailboxes | 25 | EACH | 1.00 | 25.00 | 15.00 | 375.00 | 5.00 | 125.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 24 | EACH | 110.00 | 2,640.00 | 120.00 | 2,880.00 | 125.00 | 3,000.00 |
| 0039 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 128.00 | 128.00 | 150.00 | 150.00 | 200.00 | 200.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 4.6 | ACRE | 1,650.00 | 7,590.00 | 1,400.00 | 6,440.00 | 1,600.00 | 7,360.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 9,600.00 | 9,600.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 30 | LNFT | 21.00 | 630.00 | 35.00 | 1,050.00 | 15.00 | 450.00 |
| 0043 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 50 | LNFT | 5.25 | 262.50 | 12.00 | 600.00 | 25.00 | 1,250.00 |
| 0044 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 50 | LNFT | 5.25 | 262.50 | 5.00 | 250.00 | 25.00 | 1,250.00 |
| 0045 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 88 | INLF | 12.50 | 1,100.00 | 12.00 | 1,056.00 | 3.00 | 264.00 |
| 0046 | NS-729-00013 | Square Steel Tubular Sign Posts and Hardware (2" x 2")(2.23lb/ft) | 1 | EACH | 12.50 | 12.50 | 500.00 | 500.00 | 250.00 | 250.00 |
| 0047 | NS-729-00014 | Square Steel Tubular Sign Posts and Hardware (2 1/4" x 2 1/4") | 1 | EACH | 12.50 | 12.50 | 500.00 | 500.00 | 250.00 | 250.00 |
| CONTRACTOR TOTAL | 2,156,768.82 | 2,486,933.84 | 3,008,509.96 | |||||||