Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 451-08-0077 | |
| Parish: Madison | |
| Routes: I-20 | |
| Description: TALLULAH - MOUND | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE, PORTLAND CEMENT CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $5,026,682.98 | |
| Maximum Number of Days Allowed for Construction: 230 | |
| 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. | $4,513,628.02 | 160 | $4,993,628.02 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $5,000,000.00 | 200 | $5,600,000.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 518.8 | LNFT | 15.00 | 7,782.00 | 8.10 | 4,202.28 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) AS LISTED IN SUMMARY OF DRAINAGE STRUCTU | 240 | LNFT | 1.00 | 240.00 | 5.10 | 1,224.00 |
| 0003 | 202-02-32180 | Removal of Pipe Headwalls | 31 | EACH | 1.00 | 31.00 | 380.00 | 11,780.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,928 | CUYD | 35.00 | 67,480.00 | 25.00 | 48,200.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 21,254 | TON | 79.00 | 1,679,066.00 | 79.00 | 1,679,066.00 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 716.4 | TON | 140.00 | 100,296.00 | 117.00 | 83,818.80 |
| 0007 | 509-01-00100 | Cold Planing Asphaltic Pavement | 193,218 | SQYD | 2.00 | 386,436.00 | 1.70 | 328,470.60 |
| 0008 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -10,742 | CUYD | 0.10 | -1,074.20 | 0.10 | -1,074.20 |
| 0009 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 4,190 | SQYD | 85.00 | 356,150.00 | 94.00 | 393,860.00 |
| 0010 | 510-03-00100 | Pavement Joint Repair | 306.7 | TON | 295.00 | 90,476.50 | 275.00 | 84,342.50 |
| 0011 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 240,980 | LNFT | 0.25 | 60,245.00 | 1.10 | 265,078.00 |
| 0012 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 144,588 | LNFT | 1.30 | 187,964.40 | 1.30 | 187,964.40 |
| 0013 | 602-03-00100 | Cleaning and Sealing Random cracks | 500 | LNFT | 8.00 | 4,000.00 | 2.60 | 1,300.00 |
| 0014 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 229.5 | SQYD | 145.00 | 33,277.50 | 160.00 | 36,720.00 |
| 0015 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 746.9 | SQYD | 135.00 | 100,831.50 | 150.00 | 112,035.00 |
| 0016 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 1,354.7 | SQYD | 125.00 | 169,337.50 | 140.00 | 189,658.00 |
| 0017 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 48 | LNFT | 65.00 | 3,120.00 | 80.00 | 3,840.00 |
| 0018 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 32 | LNFT | 80.00 | 2,560.00 | 90.00 | 2,880.00 |
| 0019 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 224 | LNFT | 85.00 | 19,040.00 | 105.00 | 23,520.00 |
| 0020 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 104 | LNFT | 130.00 | 13,520.00 | 120.00 | 12,480.00 |
| 0021 | 701-10-01120 | Reinforced Concrete Pipe (Extension) (42") | 136 | LNFT | 150.00 | 20,400.00 | 140.00 | 19,040.00 |
| 0022 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 24 | LNFT | 200.00 | 4,800.00 | 160.00 | 3,840.00 |
| 0023 | 701-15-00100 | Concrete Collar | 37 | EACH | 750.00 | 27,750.00 | 570.00 | 21,090.00 |
| 0024 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 499.2 | LNFT | 32.00 | 15,974.40 | 32.00 | 15,974.40 |
| 0025 | 704-03-00100 | Blocked Out Guard Rail | 1,087.6 | LNFT | 18.00 | 19,576.80 | 18.00 | 19,576.80 |
| 0026 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 31.5 | LNFT | 87.00 | 2,740.50 | 87.00 | 2,740.50 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 55.00 | 2,750.00 | 60.00 | 3,000.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 7 | EACH | 2,000.00 | 14,000.00 | 2,000.00 | 14,000.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 250,000.00 | 250,000.00 | 385,000.00 | 385,000.00 |
| 0030 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 5,600 | LNFT | 0.01 | 56.00 | 0.30 | 1,680.00 |
| 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 22.82 | MILE | 0.10 | 2.28 | 140.00 | 3,194.80 |
| 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 22.82 | MILE | 0.10 | 2.28 | 510.00 | 11,638.20 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 45.64 | MILE | 0.10 | 4.56 | 560.00 | 25,558.40 |
| 0034 | 716-01-00100 | Mulch (Vegetative) | 14 | TON | 400.00 | 5,600.00 | 510.00 | 7,140.00 |
| 0035 | 717-01-00100 | Seeding | 420 | LB | 8.00 | 3,360.00 | 11.00 | 4,620.00 |
| 0036 | 718-01-00100 | Fertilizer | 7,000 | LB | 0.45 | 3,150.00 | 0.35 | 2,450.00 |
| 0037 | 726-01-00100 | Bedding Material | 267.2 | CUYD | 100.00 | 26,720.00 | 61.00 | 16,299.20 |
| 0038 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 325,058.92 | 325,058.92 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 75.00 | 900.00 | 73.00 | 876.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 3,424 | EACH | 5.00 | 17,120.00 | 5.30 | 18,147.20 |
| 0041 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 5,600 | LNFT | 2.50 | 14,000.00 | 1.40 | 7,840.00 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 45.64 | MILE | 2,575.00 | 117,523.00 | 2,800.00 | 127,792.00 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 22.82 | MILE | 650.00 | 14,833.00 | 860.00 | 19,625.20 |
| 0044 | 732-05-00100 | Removal of Existing Markings | 22.82 | MILE | 2,700.00 | 61,614.00 | 3,600.00 | 82,152.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 17,500.00 | 17,500.00 |
| 0046 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 3,850 | LNFT | 1.30 | 5,005.00 | 1.30 | 5,005.00 |
| 0047 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 4,620 | LNFT | 1.60 | 7,392.00 | 1.60 | 7,392.00 |
| 0048 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 8,470 | LNFT | 1.20 | 10,164.00 | 1.10 | 9,317.00 |
| 0049 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 79,884 | INLF | 0.25 | 19,971.00 | 0.25 | 19,971.00 |
| 0050 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 56,320 | INLF | 1.00 | 56,320.00 | 1.00 | 56,320.00 |
| 0051 | NS-602-00004 | Cross-Stitching Random Longitudinal Cracks | 14,080 | LNFT | 13.00 | 183,040.00 | 16.00 | 225,280.00 |
| 0052 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 6,000.00 | 12,000.00 | 17,100.00 | 34,200.00 |
| 0053 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 44.4 | MILE | 700.00 | 31,080.00 | 390.00 | 17,316.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 4,513,628.02 | 5,000,000.00 | ||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 480,000.00 | 600,000.00 | ||||||
| TOTAL BID | 4,993,628.02 | 5,600,000.00 | ||||||