Bid Tabulations
Letting of
04/10/2013
LA DOTD Headquarters
| Lead Project: H.008359.6 | |
| Parish: St. Tammany | |
| Routes: LA 1083 | |
| Description: LA 1083: LOWE DAVIS ROAD - LA 40 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, DRAINAGE STRUCTURES AND RELATED WORK. | |
| Estimated Construction Cost: $4,135,011.27 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06487 | Huey Stockstill, Inc. | $3,592,080.93 |
| 2 | 06276 | Barriere Construction Co., LLC. | $3,846,262.03 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $3,906,901.54 |
| 4 | 02179 | Boh Bros. Construction Co., LLC. | $3,975,497.75 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Huey Stockstill, Inc. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Diamond B Construction Co., L.L.C. |
- 4 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Tree trimming | 1 | LUMP | 3,670.00 | 3,670.00 | 12,500.00 | 12,500.00 | 11,000.00 | 11,000.00 | 2,500.00 | 2,500.00 |
| 0002 | 202-02-00010 | Removal of Cattle guard (Station 54+85 on Control Section 852-16)(See Note 12) | 1 | EACH | 1,100.00 | 1,100.00 | 1,600.00 | 1,600.00 | 4,300.00 | 4,300.00 | 800.00 | 800.00 |
| 0003 | 202-02-00010 | Removal of Cattle guard (Station 11+30, 139+60 and 278+65 on Control Section 852-30)(See Note 12) | 3 | EACH | 1,100.00 | 3,300.00 | 1,600.00 | 4,800.00 | 1,300.00 | 3,900.00 | 800.00 | 2,400.00 |
| 0004 | 202-02-02000 | Removal of Asphalt Drives | 118 | SQYD | 9.00 | 1,062.00 | 10.00 | 1,180.00 | 25.00 | 2,950.00 | 10.00 | 1,180.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 40 | SQYD | 13.00 | 520.00 | 150.00 | 6,000.00 | 22.50 | 900.00 | 20.00 | 800.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 450 | LNFT | 2.00 | 900.00 | 45.00 | 20,250.00 | 15.00 | 6,750.00 | 8.50 | 3,825.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) SEE REMOVAL OF DRAINAGE STRUCTURES | 639 | LNFT | 19.00 | 12,141.00 | 11.00 | 7,029.00 | 11.00 | 7,029.00 | 7.00 | 4,473.00 |
| 0008 | 202-02-38300 | Removal of Sign and U-Channel Post | 16 | EACH | 1.00 | 16.00 | 22.00 | 352.00 | 55.00 | 880.00 | 20.00 | 320.00 |
| 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,755 | CUYD | 6.00 | 16,530.00 | 5.00 | 13,775.00 | 12.00 | 33,060.00 | 14.00 | 38,570.00 |
| 0010 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) SOIL for SOIL CEMENT | 6,387 | CUYD | 6.00 | 38,322.00 | 5.00 | 31,935.00 | 12.00 | 76,644.00 | 14.00 | 89,418.00 |
| 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 50 | EACH | 14.00 | 700.00 | 13.00 | 650.00 | 16.50 | 825.00 | 12.00 | 600.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 84,088 | LNFT | 0.25 | 21,022.00 | 0.75 | 63,066.00 | 1.50 | 126,132.00 | 1.00 | 84,088.00 |
| 0014 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 126,186 | SQYD | 5.30 | 668,785.80 | 5.90 | 744,497.40 | 4.80 | 605,692.80 | 5.00 | 630,930.00 |
| 0015 | 308-02-00100 | Removal of Existing Patches | 1,961 | SQYD | 1.00 | 1,961.00 | 1.00 | 1,961.00 | 9.00 | 17,649.00 | 15.00 | 29,415.00 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,060 | CUYD | 43.40 | 46,004.00 | 70.00 | 74,200.00 | 44.00 | 46,640.00 | 45.00 | 47,700.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,200 | CUYD | 10.00 | 12,000.00 | 1.00 | 1,200.00 | 11.50 | 13,800.00 | 15.00 | 18,000.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 27,052.9 | TON | 70.00 | 1,893,703.00 | 70.00 | 1,893,703.00 | 77.00 | 2,083,073.30 | 85.00 | 2,299,496.50 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,767.9 | TON | 70.00 | 123,753.00 | 140.00 | 247,506.00 | 134.00 | 236,898.60 | 85.00 | 150,271.50 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 841 | SQYD | 7.00 | 5,887.00 | 10.00 | 8,410.00 | 16.50 | 13,876.50 | 15.00 | 12,615.00 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -47 | CUYD | 0.00 | 0.00 | 10.00 | -470.00 | 10.00 | -470.00 | 10.00 | -470.00 |
| 0022 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 312 | LNFT | 95.00 | 29,640.00 | 110.00 | 34,320.00 | 160.00 | 49,920.00 | 134.00 | 41,808.00 |
| 0023 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 120 | LNFT | 140.00 | 16,800.00 | 125.00 | 15,000.00 | 165.00 | 19,800.00 | 154.00 | 18,480.00 |
| 0024 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 224 | LNFT | 166.00 | 37,184.00 | 130.00 | 29,120.00 | 200.00 | 44,800.00 | 194.00 | 43,456.00 |
| 0025 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 112 | LNFT | 266.00 | 29,792.00 | 165.00 | 18,480.00 | 250.00 | 28,000.00 | 260.00 | 29,120.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 487.5 | LNFT | 17.00 | 8,287.50 | 25.00 | 12,187.50 | 18.00 | 8,775.00 | 23.00 | 11,212.50 |
| 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,500.00 | 30,000.00 | 2,600.00 | 31,200.00 | 2,200.00 | 26,400.00 | 2,400.00 | 28,800.00 |
| 0028 | 707-01-00100 | Concrete Curb see sheet 3 of 10 on GR-200 for curb detail (pin down) | 80 | LNFT | 30.00 | 2,400.00 | 35.00 | 2,800.00 | 50.00 | 4,000.00 | 50.00 | 4,000.00 |
| 0029 | 711-02-00300 | Riprap (30 lb) To be used at stations 116+40 Rt and 144+15 for cross drains. To be used at stations 10+50 - 11+00 and 33+50 - 35+00 for ditches. | 75 | CUYD | 158.00 | 11,850.00 | 215.00 | 16,125.00 | 165.00 | 12,375.00 | 258.00 | 19,350.00 |
| 0030 | 711-02-00300 | Riprap (30 lb) To be used at station 370+00 Lt for cross drain. | 10 | CUYD | 158.00 | 1,580.00 | 215.00 | 2,150.00 | 165.00 | 1,650.00 | 258.00 | 2,580.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 90,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | 24,500.00 | 24,500.00 | 25,000.00 | 25,000.00 |
| 0032 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 160 | LNFT | 0.60 | 96.00 | 0.90 | 144.00 | 0.75 | 120.00 | 0.75 | 120.00 |
| 0033 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.015 | MILE | 150.00 | 2,402.25 | 145.00 | 2,322.18 | 165.00 | 2,642.48 | 400.00 | 6,406.00 |
| 0034 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.202 | MILE | 200.00 | 1,640.40 | 100.00 | 820.20 | 155.00 | 1,271.31 | 475.00 | 3,895.95 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 52.942 | MILE | 400.00 | 21,176.80 | 100.00 | 5,294.20 | 375.00 | 19,853.25 | 550.00 | 29,118.10 |
| 0036 | 716-01-00100 | Mulch (Vegetative) | 16 | TON | 565.00 | 9,040.00 | 395.00 | 6,320.00 | 375.00 | 6,000.00 | 330.00 | 5,280.00 |
| 0037 | 717-01-00100 | Seeding | 233 | LB | 11.00 | 2,563.00 | 9.00 | 2,097.00 | 8.75 | 2,038.75 | 9.00 | 2,097.00 |
| 0038 | 718-01-00100 | Fertilizer | 7,721 | LB | 0.23 | 1,775.83 | 0.90 | 6,948.90 | 0.85 | 6,562.85 | 0.80 | 6,176.80 |
| 0039 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 |
| 0040 | 726-01-00100 | Bedding Material | 244.8 | CUYD | 66.00 | 16,156.80 | 70.00 | 17,136.00 | 1.25 | 306.00 | 55.00 | 13,464.00 |
| 0041 | 727-01-00100 | Mobilization | 1 | LUMP | 305,000.00 | 305,000.00 | 260,000.00 | 260,000.00 | 230,000.00 | 230,000.00 | 145,000.00 | 145,000.00 |
| 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 65.00 | 780.00 | 87.00 | 1,044.00 | 89.00 | 1,068.00 | 85.00 | 1,020.00 |
| 0043 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,528 | EACH | 4.00 | 10,112.00 | 5.50 | 13,904.00 | 4.25 | 10,744.00 | 5.25 | 13,272.00 |
| 0044 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 80 | LNFT | 4.00 | 320.00 | 8.25 | 660.00 | 4.25 | 340.00 | 5.00 | 400.00 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.471 | MILE | 2,200.00 | 58,236.20 | 2,850.00 | 75,442.35 | 2,400.00 | 63,530.40 | 2,500.00 | 66,177.50 |
| 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.101 | MILE | 600.00 | 2,460.60 | 800.00 | 3,280.80 | 650.00 | 2,665.65 | 850.00 | 3,485.85 |
| 0047 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.086 | MILE | 1,000.00 | 86.00 | 5,750.00 | 494.50 | 1,050.00 | 90.30 | 1,300.00 | 111.80 |
| 0048 | 735-01-00100 | Mailboxes | 112 | EACH | 1.00 | 112.00 | 8.00 | 896.00 | 1.15 | 128.80 | 7.00 | 784.00 |
| 0049 | 735-02-00100 | Mailbox Supports (Single) | 112 | EACH | 120.00 | 13,440.00 | 140.00 | 15,680.00 | 122.00 | 13,664.00 | 115.00 | 12,880.00 |
| 0050 | 740-01-00100 | Construction Layout | 1 | LUMP | 16,000.00 | 16,000.00 | 25,500.00 | 25,500.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 |
| 0051 | NS-200-00020 | Cleaning Existing Ditches | 550 | LNFT | 6.00 | 3,300.00 | 3.00 | 1,650.00 | 4.25 | 2,337.50 | 5.00 | 2,750.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 610 | INLF | 1.25 | 762.50 | 1.00 | 610.00 | 0.65 | 396.50 | 1.00 | 610.00 |
| 0053 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 365 | INLF | 1.25 | 456.25 | 3.00 | 1,095.00 | 9.29 | 3,390.85 | 1.25 | 456.25 |
| 0054 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 16.12 | MILE | 450.00 | 7,254.00 | 800.00 | 12,896.00 | 279.20 | 4,500.70 | 450.00 | 7,254.00 |
| CONTRACTOR TOTAL | 3,592,080.93 | 3,846,262.03 | 3,906,901.54 | 3,975,497.75 | ||||||||