Bid Tabulations
Letting of
08/25/2010
LA DOTD Headquarters
| Lead Project: 281-04-0027 | |
| Parish: St. Tammany | |
| Routes: LA 435 | |
| Description: JCT. LA 36 - DOUBLE CREEK BRIDGE | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT TREATED BASE COURSE, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $3,169,904.65 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,617,240.24 |
| 2 | 06487 | Huey Stockstill, Inc. | $2,759,625.35 |
| 3 | 06276 | Barriere Construction Co., LLC. | $2,768,350.00 |
| 4 | 02179 | Boh Bros. Construction Co., LLC. | $3,581,744.42 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Huey Stockstill, Inc. |
- 3 - Barriere Construction Co., LLC. |
- 4 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,066 | LNFT | 2.12 | 2,259.92 | 6.00 | 6,396.00 | 2.25 | 2,398.50 | 2.00 | 2,132.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) STA.48+70, 106+30, 125+00, 143+70, 156+00, 208+60, 222+00, 281+00, 313+20, 323+50, 332+45, 342+50, 347+45, 355+00, 366+50, 381+20, 390+25 | 668 | LNFT | 8.48 | 5,664.64 | 9.00 | 6,012.00 | 8.50 | 5,678.00 | 8.00 | 5,344.00 |
| 0003 | 202-02-32180 | Removal of Pipe Headwalls | 2 | EACH | 847.89 | 1,695.78 | 900.00 | 1,800.00 | 850.00 | 1,700.00 | 800.00 | 1,600.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,673 | CUYD | 12.00 | 44,076.00 | 17.00 | 62,441.00 | 10.00 | 36,730.00 | 7.00 | 25,711.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 5,100 | CUYD | 12.00 | 61,200.00 | 10.00 | 51,000.00 | 10.00 | 51,000.00 | 15.00 | 76,500.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 170 | EACH | 21.83 | 3,711.10 | 7.00 | 1,190.00 | 11.00 | 1,870.00 | 11.00 | 1,870.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 10,060 | LNFT | 3.01 | 30,280.60 | 1.90 | 19,114.00 | 1.00 | 10,060.00 | 1.50 | 15,090.00 |
| 0008 | 303-02-00100 | Removal of Existing Patches | 1,730 | SQYD | 11.26 | 19,479.80 | 6.00 | 10,380.00 | 0.50 | 865.00 | 4.00 | 6,920.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 91,556 | SQYD | 5.16 | 472,428.96 | 4.50 | 412,002.00 | 6.00 | 549,336.00 | 4.75 | 434,891.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,306 | CUYD | 8.90 | 11,623.40 | 21.00 | 27,426.00 | 10.00 | 13,060.00 | 25.00 | 32,650.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 18,438.4 | TON | 57.00 | 1,050,988.80 | 60.00 | 1,106,304.00 | 65.00 | 1,198,496.00 | 107.00 | 1,972,908.80 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,970 | TON | 119.00 | 234,430.00 | 110.00 | 216,700.00 | 1.00 | 1,970.00 | 107.00 | 210,790.00 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement 4" Cold Plane | 72,182 | SQYD | 1.77 | 127,762.14 | 2.00 | 144,364.00 | 2.00 | 144,364.00 | 3.00 | 216,546.00 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,169 | CUYD | 0.10 | -616.90 | 10.70 | -66,008.30 | 20.00 | -123,380.00 | 10.00 | -61,690.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 300 | SQYD | 63.12 | 18,936.00 | 100.00 | 30,000.00 | 65.00 | 19,500.00 | 100.00 | 30,000.00 |
| 0016 | 510-02-00100 | Pavement Widening | 992 | SQYD | 47.28 | 46,901.76 | 61.00 | 60,512.00 | 50.00 | 49,600.00 | 60.00 | 59,520.00 |
| 0017 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) | 258 | LNFT | 103.87 | 26,798.46 | 170.00 | 43,860.00 | 175.00 | 45,150.00 | 170.00 | 43,860.00 |
| 0018 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 338 | LNFT | 121.88 | 41,195.44 | 200.00 | 67,600.00 | 200.00 | 67,600.00 | 200.00 | 67,600.00 |
| 0019 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 42 | LNFT | 143.08 | 6,009.36 | 230.00 | 9,660.00 | 225.00 | 9,450.00 | 225.00 | 9,450.00 |
| 0020 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 48 | LNFT | 186.53 | 8,953.44 | 250.00 | 12,000.00 | 260.00 | 12,480.00 | 250.00 | 12,000.00 |
| 0021 | 701-02-02200 | Cross Drain Pipe Arch (54" Equiv. RCPA or 60" Equiv. CMPA) | 44 | LNFT | 307.36 | 13,523.84 | 420.00 | 18,480.00 | 440.00 | 19,360.00 | 415.00 | 18,260.00 |
| 0022 | 701-02-02300 | Cross Drain Pipe Arch (108" Equiv. RCPA or 120" Equiv. CMPA) | 62 | LNFT | 943.27 | 58,482.74 | 900.00 | 55,800.00 | 950.00 | 58,900.00 | 900.00 | 55,800.00 |
| 0023 | 701-15-00100 | Concrete Collar STA 27+75 | 1 | EACH | 1,059.85 | 1,059.85 | 800.00 | 800.00 | 800.00 | 800.00 | 750.00 | 750.00 |
| 0024 | 702-04-00100 | Adjusting Manholes | 5 | EACH | 455.89 | 2,279.45 | 200.00 | 1,000.00 | 400.00 | 2,000.00 | 300.00 | 1,500.00 |
| 0025 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 116 | LNFT | 58.29 | 6,761.64 | 35.00 | 4,060.00 | 60.00 | 6,960.00 | 60.00 | 6,960.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 462.5 | LNFT | 18.02 | 8,334.25 | 20.00 | 9,250.00 | 19.00 | 8,787.50 | 18.00 | 8,325.00 |
| 0027 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 31.80 | 1,590.00 | 35.00 | 1,750.00 | 33.00 | 1,650.00 | 30.00 | 1,500.00 |
| 0028 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 63.59 | 12,718.00 | 60.00 | 12,000.00 | 67.00 | 13,400.00 | 63.00 | 12,600.00 |
| 0029 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 1,960.73 | 23,528.76 | 2,200.00 | 26,400.00 | 2,000.00 | 24,000.00 | 1,900.00 | 22,800.00 |
| 0030 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 49.19 | 1,967.60 | 45.00 | 1,800.00 | 40.00 | 1,600.00 | 40.00 | 1,600.00 |
| 0031 | 711-02-00300 | Riprap (30 lb) | 7.5 | CUYD | 158.98 | 1,192.35 | 170.00 | 1,275.00 | 165.00 | 1,237.50 | 155.00 | 1,162.50 |
| 0032 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,852.06 | 22,852.06 | 42,000.00 | 42,000.00 | 120,000.00 | 120,000.00 | 50,000.00 | 50,000.00 |
| 0033 | 713-02-00400 | Temporary Pavement Markings (12" Width) | 48 | LNFT | 0.32 | 15.36 | 0.30 | 14.40 | 0.10 | 4.80 | 0.10 | 4.80 |
| 0034 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 0.64 | 30.72 | 0.60 | 28.80 | 0.10 | 4.80 | 0.20 | 9.60 |
| 0035 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 19.59 | MILE | 145.80 | 2,856.22 | 100.00 | 1,959.00 | 1.00 | 19.59 | 10.00 | 195.90 |
| 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.934 | MILE | 317.96 | 5,702.29 | 100.00 | 1,793.40 | 1.00 | 17.93 | 15.00 | 269.01 |
| 0037 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 61.833 | MILE | 423.94 | 26,213.48 | 150.00 | 9,274.95 | 1.00 | 61.83 | 20.00 | 1,236.66 |
| 0038 | 716-01-00100 | Mulch (Vegetative) | 14 | TON | 529.93 | 7,419.02 | 230.00 | 3,220.00 | 600.00 | 8,400.00 | 600.00 | 8,400.00 |
| 0039 | 717-01-00100 | Seeding | 190 | LB | 8.48 | 1,611.20 | 39.00 | 7,410.00 | 8.50 | 1,615.00 | 8.00 | 1,520.00 |
| 0040 | 718-01-00100 | Fertilizer | 6,332 | LB | 0.48 | 3,039.36 | 0.35 | 2,216.20 | 0.40 | 2,532.80 | 0.40 | 2,532.80 |
| 0041 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 4,663.35 | 4,663.35 | 5,500.00 | 5,500.00 | 1,746.85 | 1,746.85 | 4,000.00 | 4,000.00 |
| 0042 | 726-01-00100 | Bedding Material | 78.6 | CUYD | 95.39 | 7,497.65 | 65.00 | 5,109.00 | 70.00 | 5,502.00 | 63.00 | 4,951.80 |
| 0043 | 727-01-00100 | Mobilization | 1 | LUMP | 63,600.00 | 63,600.00 | 192,000.00 | 192,000.00 | 270,000.00 | 270,000.00 | 100,000.00 | 100,000.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 72 | EACH | 68.89 | 4,960.08 | 80.00 | 5,760.00 | 70.00 | 5,040.00 | 70.00 | 5,040.00 |
| 0045 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,099 | EACH | 4.77 | 5,242.23 | 5.00 | 5,495.00 | 5.50 | 6,044.50 | 5.25 | 5,769.75 |
| 0046 | 732-01-02060 | Plastic Pavement Striping (12" Width) (Thermoplastic 125 mil) | 24 | LNFT | 3.18 | 76.32 | 3.00 | 72.00 | 3.00 | 72.00 | 2.50 | 60.00 |
| 0047 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 6.36 | 152.64 | 6.00 | 144.00 | 5.00 | 120.00 | 4.50 | 108.00 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.611 | MILE | 2,649.63 | 54,611.52 | 2,500.00 | 51,527.50 | 2,700.00 | 55,649.70 | 2,500.00 | 51,527.50 |
| 0049 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.978 | MILE | 847.88 | 5,068.63 | 800.00 | 4,782.40 | 900.00 | 5,380.20 | 850.00 | 5,081.30 |
| 0050 | 735-01-00100 | Mailboxes | 81 | EACH | 1.06 | 85.86 | 5.00 | 405.00 | 1.00 | 81.00 | 1.00 | 81.00 |
| 0051 | 735-02-00100 | Mailbox Supports (Single) | 81 | EACH | 112.34 | 9,099.54 | 150.00 | 12,150.00 | 115.00 | 9,315.00 | 110.00 | 8,910.00 |
| 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,571.73 | 20,571.73 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 7,000.00 | 7,000.00 |
| 0053 | NS-200-00020 | Cleaning Existing Ditches | 3,400 | LNFT | 4.24 | 14,416.00 | 3.50 | 11,900.00 | 3.00 | 10,200.00 | 4.00 | 13,600.00 |
| 0054 | NS-700-00020 | Adjusting Guard Rail | 444 | LNFT | 12.72 | 5,647.68 | 15.00 | 6,660.00 | 13.00 | 5,772.00 | 15.00 | 6,660.00 |
| 0055 | 509-01-00100 | Cold Planing Asphaltic Pavement 1 1/2" Cold Plane | 4,918 | SQYD | 1.34 | 6,590.12 | 2.00 | 9,836.00 | 1.25 | 6,147.50 | 2.00 | 9,836.00 |
| CONTRACTOR TOTAL | 2,617,240.24 | 2,759,625.35 | 2,768,350.00 | 3,581,744.42 | ||||||||