Bid Tabulations
Letting of
05/15/2013
LA DOTD Headquarters
| Lead Project: H.003302.6 | |
| Parish: Lincoln | |
| Routes: I-20 | |
| Description: I-20: LA 145 TO OUACHITA P/L | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $13,474,449.50 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $11,440,349.81 | 200 | $12,040,349.81 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $12,999,999.61 | 240 | $13,719,999.61 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $14,349,663.45 | 330 | $15,339,663.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 83 | SQYD | 25.00 | 2,075.00 | 50.00 | 4,150.00 | 35.00 | 2,905.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 5,903.6 | LNFT | 9.00 | 53,132.40 | 9.00 | 53,132.40 | 11.00 | 64,939.60 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) Removal of Pipe | 32 | LNFT | 22.00 | 704.00 | 60.00 | 1,920.00 | 40.00 | 1,280.00 |
| 0004 | 202-02-32180 | Removal of Pipe Headwalls | 3 | EACH | 800.00 | 2,400.00 | 1,900.00 | 5,700.00 | 1,200.00 | 3,600.00 |
| 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 29,443 | SQYD | 20.00 | 588,860.00 | 9.00 | 264,987.00 | 31.00 | 912,733.00 |
| 0006 | 202-03-38000 | Relocation of Sign Milepost Markers (see detail) | 6 | EACH | 100.00 | 600.00 | 1,100.00 | 6,600.00 | 1,000.00 | 6,000.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 48,288 | CUYD | 3.50 | 169,008.00 | 1.00 | 48,288.00 | 25.00 | 1,207,200.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 25.00 | 2,500.00 | 25.00 | 2,500.00 | 30.00 | 3,000.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 100 | EACH | 50.00 | 5,000.00 | 185.00 | 18,500.00 | 150.00 | 15,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 20,000 | LNFT | 0.75 | 15,000.00 | 1.60 | 32,000.00 | 2.00 | 40,000.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,000 | CUYD | 25.00 | 25,000.00 | 40.00 | 40,000.00 | 48.00 | 48,000.00 |
| 0012 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 7,422.1 | TON | 135.00 | 1,001,983.50 | 180.00 | 1,335,978.00 | 160.00 | 1,187,536.00 |
| 0013 | 501-02-00001 | Tack Coat | 21,202 | GAL | 3.60 | 76,327.20 | 4.25 | 90,108.50 | 4.00 | 84,808.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 78,897.2 | TON | 85.00 | 6,706,262.00 | 99.00 | 7,810,822.80 | 95.00 | 7,495,234.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 110,105 | SQYD | 2.50 | 275,262.50 | 0.50 | 55,052.50 | 5.80 | 638,609.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -8,078 | CUYD | 0.10 | -807.80 | 5.00 | -40,390.00 | 1.00 | -8,078.00 |
| 0017 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 250 | SQYD | 150.00 | 37,500.00 | 190.00 | 47,500.00 | 146.00 | 36,500.00 |
| 0018 | 602-11-00100 | Removal of Existing Shoulder Underdrain Systems | 30,798 | LNFT | 2.00 | 61,596.00 | 1.00 | 30,798.00 | 1.50 | 46,197.00 |
| 0019 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 32 | LNFT | 150.00 | 4,800.00 | 90.00 | 2,880.00 | 100.00 | 3,200.00 |
| 0020 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 32 | LNFT | 150.00 | 4,800.00 | 120.00 | 3,840.00 | 140.00 | 4,480.00 |
| 0021 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 16 | LNFT | 250.00 | 4,000.00 | 220.00 | 3,520.00 | 200.00 | 3,200.00 |
| 0022 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,000.00 | 4,000.00 | 480.00 | 1,920.00 | 1,100.00 | 4,400.00 |
| 0023 | 703-01-00100 | Shoulder Underdrain Systems | 23,909 | LNFT | 10.00 | 239,090.00 | 9.00 | 215,181.00 | 11.00 | 262,999.00 |
| 0024 | 703-02-00100 | Shoulder Outlet Underdrains | 58 | EACH | 500.00 | 29,000.00 | 550.00 | 31,900.00 | 590.00 | 34,220.00 |
| 0025 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 637.6 | LNFT | 30.00 | 19,128.00 | 41.00 | 26,141.60 | 30.00 | 19,128.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 3,756.6 | LNFT | 19.00 | 71,375.40 | 21.00 | 78,888.60 | 20.00 | 75,132.00 |
| 0027 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 12.6 | LNFT | 76.00 | 957.60 | 51.00 | 642.60 | 80.00 | 1,008.00 |
| 0028 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 50.2 | LNFT | 86.00 | 4,317.20 | 51.00 | 2,560.20 | 90.00 | 4,518.00 |
| 0029 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 481.3 | LNFT | 81.00 | 38,985.30 | 51.00 | 24,546.30 | 80.00 | 38,504.00 |
| 0030 | 704-11-00100 | Guard Rail End Treatment (Flared) | 27 | EACH | 2,100.00 | 56,700.00 | 2,500.00 | 67,500.00 | 2,200.00 | 59,400.00 |
| 0031 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 1 | EACH | 5,150.00 | 5,150.00 | 4,600.00 | 4,600.00 | 4,700.00 | 4,700.00 |
| 0032 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 7,486.5 | SQYD | 30.00 | 224,595.00 | 60.00 | 449,190.00 | 40.00 | 299,460.00 |
| 0033 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 235,000.00 | 235,000.00 | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 |
| 0034 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 4,430 | LNFT | 0.30 | 1,329.00 | 0.26 | 1,151.80 | 0.22 | 974.60 |
| 0035 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 544 | LNFT | 1.00 | 544.00 | 0.76 | 413.44 | 0.70 | 380.80 |
| 0036 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.207 | MILE | 1.00 | 18.21 | 190.00 | 3,459.33 | 186.34 | 3,392.69 |
| 0037 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 18.207 | MILE | 250.00 | 4,551.75 | 300.00 | 5,462.10 | 200.00 | 3,641.40 |
| 0038 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 36.414 | MILE | 700.00 | 25,489.80 | 450.00 | 16,386.30 | 400.00 | 14,565.60 |
| 0039 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 545 | EACH | 100.00 | 54,500.00 | 200.00 | 109,000.00 | 150.00 | 81,750.00 |
| 0040 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 3,172 | EACH | 15.00 | 47,580.00 | 1.00 | 3,172.00 | 150.00 | 475,800.00 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | 91.2 | TON | 300.00 | 27,360.00 | 525.00 | 47,880.00 | 550.00 | 50,160.00 |
| 0042 | 717-01-00100 | Seeding | 2,052 | LB | 4.00 | 8,208.00 | 13.00 | 26,676.00 | 14.00 | 28,728.00 |
| 0043 | 718-01-00100 | Fertilizer | 45,610 | LB | 0.40 | 18,244.00 | 0.45 | 20,524.50 | 0.45 | 20,524.50 |
| 0044 | 726-01-00100 | Bedding Material | 76.4 | CUYD | 100.00 | 7,640.00 | 95.00 | 7,258.00 | 130.00 | 9,932.00 |
| 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 300,000.00 | 300,000.00 | 1,050,595.00 | 1,050,595.00 | 225,000.00 | 225,000.00 |
| 0046 | 729-16-00200 | Object Marker Assembly (Type 2) | 5 | EACH | 100.00 | 500.00 | 50.00 | 250.00 | 75.00 | 375.00 |
| 0047 | 729-16-00300 | Object Marker Assembly (Type 3) | 32 | EACH | 100.00 | 3,200.00 | 61.00 | 1,952.00 | 125.00 | 4,000.00 |
| 0048 | 729-21-00100 | U-Channel Post | 6 | EACH | 100.00 | 600.00 | 105.00 | 630.00 | 125.00 | 750.00 |
| 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 3,496 | EACH | 4.50 | 15,732.00 | 5.00 | 17,480.00 | 5.00 | 17,480.00 |
| 0050 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 2,215 | LNFT | 1.50 | 3,322.50 | 1.70 | 3,765.50 | 1.00 | 2,215.00 |
| 0051 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 272 | LNFT | 5.00 | 1,360.00 | 5.25 | 1,428.00 | 3.50 | 952.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.638 | MILE | 2,500.00 | 34,095.00 | 2,500.00 | 34,095.00 | 2,400.00 | 32,731.20 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.069 | MILE | 650.00 | 3,944.85 | 725.00 | 4,400.03 | 650.00 | 3,944.85 |
| 0054 | 732-04-08000 | Plastic Pavement Legends and Symbols (Handicap Markings) (4" Width - Blue) | 200 | LNFT | 3.00 | 600.00 | 2.60 | 520.00 | 1.00 | 200.00 |
| 0055 | 732-04-08040 | Plastic Pavement Legends and Symbols (Handicap Parking) | 2 | EACH | 300.00 | 600.00 | 300.00 | 600.00 | 150.00 | 300.00 |
| 0056 | 732-05-00100 | Removal of Existing Markings | 6.069 | MILE | 2,500.00 | 15,172.50 | 2,700.00 | 16,386.30 | 2,500.00 | 15,172.50 |
| 0057 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 101,785 | SQYD | 4.75 | 483,478.75 | 4.30 | 437,675.50 | 3.00 | 305,355.00 |
| 0058 | 740-01-00100 | Construction Layout | 1 | LUMP | 86,000.00 | 86,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 |
| 0059 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 21.49 | CUYD | 1,125.00 | 24,176.25 | 1,100.00 | 23,639.00 | 2,000.00 | 42,980.00 |
| 0060 | 806-01-00100 | Deformed Reinforcing Steel | 1,234 | LB | 2.50 | 3,085.00 | 3.50 | 4,319.00 | 3.50 | 4,319.00 |
| 0061 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,000 | LNFT | 5.00 | 5,000.00 | 5.00 | 5,000.00 | 1.50 | 1,500.00 |
| 0062 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 850 | LNFT | 7.00 | 5,950.00 | 5.00 | 4,250.00 | 1.50 | 1,275.00 |
| 0063 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 4,050 | LNFT | 4.00 | 16,200.00 | 1.50 | 6,075.00 | 1.20 | 4,860.00 |
| 0064 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 115,700 | INLF | 0.40 | 46,280.00 | 0.02 | 2,314.00 | 0.60 | 69,420.00 |
| 0065 | NS-602-00001 | Milling Concrete Pavement | 13,301.3 | SQYD | 8.00 | 106,410.40 | 7.00 | 93,109.10 | 5.00 | 66,506.50 |
| 0066 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 12,000.00 | 24,000.00 | 15,000.00 | 30,000.00 | 12,000.00 | 24,000.00 |
| 0067 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 12.1 | MILE | 300.00 | 3,630.00 | 313.94 | 3,798.67 | 1,047.09 | 12,669.79 |
| 0068 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 9,662 | LNFT | 0.75 | 7,246.50 | 0.99 | 9,565.38 | 0.61 | 5,893.82 |
| 0069 | NS-700-00180 | Impact Attenuator (Construction Zone) | 6 | EACH | 10,000.00 | 60,000.00 | 7,906.58 | 47,439.48 | 8,231.06 | 49,386.36 |
| 0070 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 6 | EACH | 5,000.00 | 30,000.00 | 1,395.28 | 8,371.68 | 1,452.54 | 8,715.24 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,440,349.81 | 12,999,999.61 | 14,349,663.45 | |||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 600,000.00 | 720,000.00 | 990,000.00 | |||||||
| TOTAL BID | 12,040,349.81 | 13,719,999.61 | 15,339,663.45 | |||||||