Bid Tabulations
Letting of
07/28/2010
LA DOTD Headquarters
| Lead Project: 450-91-0173 | |
| Parish: Calcasieu | |
| Routes: I-10 | |
| Description: PEDESTRIAN OVERPASS - LA 108 | |
| Type Const: CLEARING AND GRUBBING, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, IN-PLACE CEMENT STABILIZIED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $8,644,103.67 | |
| Maximum Number of Days Allowed for Construction: 215 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $9,124,292.29 | 200 | $10,124,292.29 |
| 2 | 34356 | Prairie Contractors Inc. | $11,387,418.47 | 200 | $12,387,418.47 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Prairie Contractors Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 2,277 | LNFT | 8.00 | 18,216.00 | 10.00 | 22,770.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 28,179 | SQYD | 7.00 | 197,253.00 | 15.00 | 422,685.00 |
| 0004 | 202-02-38100 | Removal of Shoulder Drains | 8,778 | LNFT | 2.00 | 17,556.00 | 2.00 | 17,556.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 12,911 | SQYD | 4.50 | 58,099.50 | 4.00 | 51,644.00 |
| 0006 | 202-03-38000 | Relocation of Sign Height adjustment or Relocation | 19 | EACH | 700.00 | 13,300.00 | 1,000.00 | 19,000.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 40.00 | 1,200.00 | 100.00 | 3,000.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 11,536 | LNFT | 1.80 | 20,764.80 | 8.00 | 92,288.00 |
| 0012 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 8,615.2 | SQYD | 25.00 | 215,380.00 | 35.00 | 301,532.00 |
| 0013 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 28,656 | SQYD | 2.50 | 71,640.00 | 16.00 | 458,496.00 |
| 0014 | 305-01-02020 | Subgrade Layer (8" Thick) (Treated) | 18,303 | SQYD | 12.50 | 228,787.50 | 13.00 | 237,939.00 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 10 | CUYD | 100.00 | 1,000.00 | 125.00 | 1,250.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 52,830.3 | TON | 83.50 | 4,411,330.05 | 95.00 | 5,018,878.50 |
| 0017 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 10,373.3 | TON | 115.00 | 1,192,929.50 | 125.00 | 1,296,662.50 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 93,775 | SQYD | 2.00 | 187,550.00 | 3.50 | 328,212.50 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,093 | CUYD | 1.00 | -5,093.00 | 0.01 | -50.93 |
| 0020 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 100 | SQYD | 195.00 | 19,500.00 | 525.00 | 52,500.00 |
| 0021 | 601-03-00900 | Portland Cement Concrete Shoulder (9" Thick) | 3,825.2 | SQYD | 60.00 | 229,512.00 | 66.00 | 252,463.20 |
| 0022 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 419.1 | LNFT | 45.00 | 18,859.50 | 50.00 | 20,955.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 1,769 | LNFT | 18.00 | 31,842.00 | 20.00 | 35,380.00 |
| 0024 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 44.1 | LNFT | 90.00 | 3,969.00 | 100.00 | 4,410.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 150 | LNFT | 60.00 | 9,000.00 | 60.00 | 9,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 13 | EACH | 2,200.00 | 28,600.00 | 2,500.00 | 32,500.00 |
| 0027 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 1,776 | SQYD | 42.00 | 74,592.00 | 40.00 | 71,040.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 410,000.00 | 410,000.00 | 300,000.00 | 300,000.00 |
| 0029 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 33.376 | MILE | 260.00 | 8,677.76 | 500.00 | 16,688.00 |
| 0030 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.664 | MILE | 540.00 | 9,538.56 | 500.00 | 8,832.00 |
| 0031 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 16.992 | MILE | 620.00 | 10,535.04 | 600.00 | 10,195.20 |
| 0032 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 1,175 | EACH | 6.00 | 7,050.00 | 6.00 | 7,050.00 |
| 0033 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) (30' Length) | 506 | EACH | 430.00 | 217,580.00 | 650.00 | 328,900.00 |
| 0034 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 720 | EACH | 23.00 | 16,560.00 | 625.00 | 450,000.00 |
| 0035 | 717-01-00100 | Seeding | 919 | LB | 7.50 | 6,892.50 | 10.00 | 9,190.00 |
| 0036 | 718-01-00100 | Fertilizer | 15,307 | LB | 0.44 | 6,735.08 | 0.50 | 7,653.50 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 900,000.00 | 900,000.00 | 900,000.00 | 900,000.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 13 | EACH | 80.00 | 1,040.00 | 100.00 | 1,300.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 5,200 | EACH | 5.80 | 30,160.00 | 6.00 | 31,200.00 |
| 0040 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 2,808 | LNFT | 1.50 | 4,212.00 | 1.50 | 4,212.00 |
| 0041 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 491 | LNFT | 5.00 | 2,455.00 | 5.00 | 2,455.00 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.127 | MILE | 2,800.00 | 28,355.60 | 3,000.00 | 30,381.00 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.832 | MILE | 950.00 | 8,390.40 | 1,000.00 | 8,832.00 |
| 0044 | 732-05-00100 | Removal of Existing Markings | 2.21 | MILE | 4,000.00 | 8,840.00 | 4,000.00 | 8,840.00 |
| 0045 | 739-01-00100 | Hydro-Seeding | 15.31 | ACRE | 1,100.00 | 16,841.00 | 1,300.00 | 19,903.00 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 |
| 0047 | NS-700-00180 | Impact Attenuator (Construction Zone) | 6 | EACH | 13,000.00 | 78,000.00 | 9,000.00 | 54,000.00 |
| 0048 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 8 | EACH | 850.00 | 6,800.00 | 1,500.00 | 12,000.00 |
| 0049 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 5 | EACH | 2,000.00 | 10,000.00 | 2,000.00 | 10,000.00 |
| 0050 | NS-713-00001 | Dynamic Message Sign Unit | 8 | EACH | 13,000.00 | 104,000.00 | 18,000.00 | 144,000.00 |
| 0051 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 8.345 | MILE | 700.00 | 5,841.50 | 800.00 | 6,676.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 9,124,292.29 | 11,387,418.47 | ||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 1,000,000.00 | 1,000,000.00 | ||||||
| TOTAL BID | 10,124,292.29 | 12,387,418.47 | ||||||