Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 188-01-0011 | |
| Parish: Beauregard | |
| Routes: | |
| Description: US 171 - LA 399 | |
| Type Const: PAVEMENT PATCHING AND WIDENING, COLD PLANING ASPHALTIC PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, TRAFFIC SIGNALIZATION, AND RELATED WORK. | |
| Estimated Construction Cost: $4,949,634.13 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $4,049,618.50 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $4,748,539.14 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $4,963,073.33 |
| 4 | 00183 | R. E. Heidt Construction Co., Inc. | $5,723,284.12 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - R. E. Heidt Construction Co., Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 3,876 | LNFT | 2.85 | 11,046.60 | 5.10 | 19,767.60 | 6.00 | 23,256.00 | 5.25 | 20,349.00 |
| 0002 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | LUMP | 1,500.00 | 1,500.00 | 1,350.00 | 1,350.00 | 1,400.00 | 1,400.00 | 1,575.00 | 1,575.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 1,000.00 | 1,000.00 | 43,000.00 | 43,000.00 | 2,500.00 | 2,500.00 | 98,000.00 | 98,000.00 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,091 | CUYD | 21.50 | 44,956.50 | 30.00 | 62,730.00 | 25.00 | 52,275.00 | 95.00 | 198,645.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 37,105.4 | TON | 65.00 | 2,411,851.00 | 70.00 | 2,597,378.00 | 73.00 | 2,708,694.20 | 87.00 | 3,228,169.80 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,042.4 | TON | 40.00 | 81,696.00 | 129.00 | 263,469.60 | 145.00 | 296,148.00 | 112.00 | 228,748.80 |
| 0007 | 509-01-00100 | Cold Planing Asphaltic Pavement | 158,213 | SQYD | 2.90 | 458,817.70 | 1.45 | 229,408.85 | 0.75 | 118,659.75 | 0.46 | 72,777.98 |
| 0008 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,983 | CUYD | 0.01 | -69.83 | 0.10 | -698.30 | 0.50 | -3,491.50 | 3.00 | -20,949.00 |
| 0009 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,200 | SQYD | 57.25 | 125,950.00 | 73.00 | 160,600.00 | 85.00 | 187,000.00 | 75.00 | 165,000.00 |
| 0010 | 510-02-00100 | Pavement Widening | 17,843.7 | SQYD | 25.00 | 446,092.50 | 51.00 | 910,028.70 | 55.00 | 981,403.50 | 65.00 | 1,159,840.50 |
| 0011 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 2,050 | LNFT | 31.50 | 64,575.00 | 31.00 | 63,550.00 | 33.00 | 67,650.00 | 35.70 | 73,185.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 2,225 | LNFT | 18.00 | 40,050.00 | 18.00 | 40,050.00 | 20.00 | 44,500.00 | 21.00 | 46,725.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 600 | LNFT | 55.00 | 33,000.00 | 54.00 | 32,400.00 | 55.00 | 33,000.00 | 60.90 | 36,540.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,000.00 | 32,000.00 | 2,000.00 | 32,000.00 | 2,100.00 | 33,600.00 | 2,310.00 | 36,960.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 21,400.00 | 21,400.00 | 75,000.00 | 75,000.00 | 16,840.00 | 16,840.00 |
| 0016 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 936 | LNFT | 0.01 | 9.36 | 1.00 | 936.00 | 1.00 | 936.00 | 0.95 | 889.20 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 31.476 | MILE | 400.00 | 12,590.40 | 150.00 | 4,721.40 | 350.00 | 11,016.60 | 142.00 | 4,469.59 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 28.128 | MILE | 0.01 | 0.28 | 310.00 | 8,719.68 | 100.00 | 2,812.80 | 315.00 | 8,860.32 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 38.796 | MILE | 0.01 | 0.39 | 510.00 | 19,785.96 | 100.00 | 3,879.60 | 525.00 | 20,367.90 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 21,000.00 | 21,000.00 | 70,000.00 | 70,000.00 | 130,000.00 | 130,000.00 | 150,000.00 | 150,000.00 |
| 0021 | 729-01-00100 | Sign (Type A) | 36 | SQFT | 50.00 | 1,800.00 | 21.00 | 756.00 | 50.00 | 1,800.00 | 31.50 | 1,134.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 26 | EACH | 75.00 | 1,950.00 | 66.00 | 1,716.00 | 70.00 | 1,820.00 | 68.25 | 1,774.50 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 75.00 | 1,800.00 | 71.00 | 1,704.00 | 75.00 | 1,800.00 | 78.75 | 1,890.00 |
| 0024 | 729-21-00100 | U-Channel Post | 4 | EACH | 60.00 | 240.00 | 205.00 | 820.00 | 42.00 | 168.00 | 105.00 | 420.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,044 | EACH | 0.50 | 1,022.00 | 4.60 | 9,402.40 | 5.80 | 11,855.20 | 4.73 | 9,668.12 |
| 0026 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 312 | LNFT | 7.00 | 2,184.00 | 6.10 | 1,903.20 | 4.95 | 1,544.40 | 6.30 | 1,965.60 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.932 | MILE | 10,150.00 | 131,259.80 | 2,400.00 | 31,036.80 | 3,000.00 | 38,796.00 | 2,467.50 | 31,909.71 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 9.376 | MILE | 50.00 | 468.80 | 900.00 | 8,438.40 | 940.00 | 8,813.44 | 892.50 | 8,368.08 |
| 0029 | 735-01-00100 | Mailboxes | 79 | EACH | 1.00 | 79.00 | 1.05 | 82.95 | 10.00 | 790.00 | 1.05 | 82.95 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 64 | EACH | 110.00 | 7,040.00 | 110.00 | 7,040.00 | 115.00 | 7,360.00 | 120.75 | 7,728.00 |
| 0031 | 735-03-00100 | Mailbox Supports (Double) | 9 | EACH | 130.00 | 1,170.00 | 130.00 | 1,170.00 | 138.00 | 1,242.00 | 173.25 | 1,559.25 |
| 0032 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 250.00 | 250.00 | 225.00 | 225.00 | 240.00 | 240.00 | 315.00 | 315.00 |
| 0033 | 736-04-03080 | Signal Support (30' Steel Strain Pole) | 1 | EACH | 9,000.00 | 9,000.00 | 8,700.00 | 8,700.00 | 9,500.00 | 9,500.00 | 7,780.50 | 7,780.50 |
| 0034 | 736-05-02000 | Signal Heads (3 Section, 12" Led Lens, R, Y, G) | 6 | EACH | 900.00 | 5,400.00 | 850.00 | 5,100.00 | 900.00 | 5,400.00 | 1,066.80 | 6,400.80 |
| 0035 | 736-05-04000 | Signal Heads (5 Section, 12" Led Lens, R, LT. Y, Y, LT. G, G) | 1 | EACH | 1,500.00 | 1,500.00 | 1,310.00 | 1,310.00 | 1,400.00 | 1,400.00 | 1,575.00 | 1,575.00 |
| 0036 | 736-06-00600 | Signal Service (Existing Pole) | 1 | EACH | 1,000.00 | 1,000.00 | 820.00 | 820.00 | 900.00 | 900.00 | 1,312.50 | 1,312.50 |
| 0037 | 736-08-00090 | Sig Cntrlr (TS-2, Type 2)(Type 3 Cabinet)(Furnish & Install) | 1 | EACH | 20,000.00 | 20,000.00 | 19,050.00 | 19,050.00 | 21,000.00 | 21,000.00 | 19,530.00 | 19,530.00 |
| 0038 | 736-12-04000 | Conductor (6c, #14 awg) | 66 | LNFT | 2.00 | 132.00 | 1.60 | 105.60 | 1.69 | 111.54 | 1.58 | 104.28 |
| 0039 | 736-12-06000 | Conductor (10c, #14 awg) | 932 | LNFT | 2.00 | 1,864.00 | 1.80 | 1,677.60 | 2.00 | 1,864.00 | 2.37 | 2,208.84 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 |
| 0041 | NS-602-00003 | Raising and/or Under-sealing Concrete Slabs (Polyurethane) | 11,280 | LB | 4.60 | 51,888.00 | 3.50 | 39,480.00 | 4.16 | 46,924.80 | 4.05 | 45,684.00 |
| 0042 | NS-736-00005 | Video Detection Cabinet Components | 1 | EACH | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 | 7,955.85 | 7,955.85 |
| 0043 | NS-736-00006 | Video Detection Camera | 3 | EACH | 1,800.00 | 5,400.00 | 1,800.00 | 5,400.00 | 2,000.00 | 6,000.00 | 1,974.00 | 5,922.00 |
| 0044 | NS-736-00007 | Video Detection Training | 1 | LUMP | 5.00 | 5.00 | 3.70 | 3.70 | 4.00 | 4.00 | 1.05 | 1.05 |
| CONTRACTOR TOTAL | 4,049,618.50 | 4,748,539.14 | 4,963,073.33 | 5,723,284.12 | ||||||||