Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: H.002461.6 | |
| Parish: Washington | |
| Routes: LA 438 | |
| Description: LA 438: LA 430 - LA 62 | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, SPUERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK | |
| Estimated Construction Cost: $4,820,540.96 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $4,377,000.00 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $4,541,455.49 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) (See Construction Note) | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 410 | LNFT | 5.00 | 2,050.00 | 1.00 | 410.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) See Summary of Drainage Structures table(s) in plans for locations. | 2,631 | LNFT | 10.00 | 26,310.00 | 11.50 | 30,256.50 |
| 0004 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 25.00 | 100.00 | 17.00 | 68.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,000 | CUYD | 9.00 | 36,000.00 | 20.00 | 80,000.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 4,000 | CUYD | 9.00 | 36,000.00 | 16.00 | 64,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 500 | EACH | 7.00 | 3,500.00 | 15.00 | 7,500.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 90,640 | LNFT | 0.75 | 67,980.00 | 0.75 | 67,980.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 138,996 | SQYD | 5.25 | 729,729.00 | 5.06 | 703,319.76 |
| 0010 | 308-02-00100 | Removal of Existing Patches | 1,500 | SQYD | 0.10 | 150.00 | 12.50 | 18,750.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 500 | CUYD | 60.00 | 30,000.00 | 75.00 | 37,500.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,146 | CUYD | 5.00 | 5,730.00 | 15.00 | 17,190.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 29,738.4 | TON | 74.00 | 2,200,641.60 | 79.00 | 2,349,333.60 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,469.2 | TON | 74.00 | 108,720.80 | 145.00 | 213,034.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement For locations see note 4 sheet 2b (Construction Notes) | 600 | SQYD | 10.00 | 6,000.00 | 38.00 | 22,800.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -50 | CUYD | 5.00 | -250.00 | 0.10 | -5.00 |
| 0017 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 736 | LNFT | 115.00 | 84,640.00 | 120.00 | 88,320.00 |
| 0018 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) | 396 | LNFT | 130.00 | 51,480.00 | 120.00 | 47,520.00 |
| 0019 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 848 | LNFT | 165.00 | 139,920.00 | 130.00 | 110,240.00 |
| 0020 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 256 | LNFT | 190.00 | 48,640.00 | 155.00 | 39,680.00 |
| 0021 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 112 | LNFT | 275.00 | 30,800.00 | 210.00 | 23,520.00 |
| 0022 | 701-02-02220 | Cross Drain Pipe Arch (60" Equiv. RCPA or 72" Equiv. CMPA) | 360 | LNFT | 335.00 | 120,600.00 | 280.00 | 100,800.00 |
| 0023 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 12 | LNFT | 230.00 | 2,760.00 | 250.00 | 3,000.00 |
| 0024 | 701-13-01060 | Corrugated Metal Pipe Arch (Extension) (30" Equiv.) | 16 | LNFT | 240.00 | 3,840.00 | 270.00 | 4,320.00 |
| 0025 | 701-15-00100 | Concrete Collar | 2 | EACH | 940.00 | 1,880.00 | 900.00 | 1,800.00 |
| 0026 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 160 | LNFT | 50.00 | 8,000.00 | 65.00 | 10,400.00 |
| 0027 | 704-03-00100 | Blocked Out Guard Rail | 114 | LNFT | 22.00 | 2,508.00 | 23.00 | 2,622.00 |
| 0028 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 0029 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0030 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 85.00 | 3,400.00 | 74.00 | 2,960.00 |
| 0031 | 711-02-00300 | Riprap (30 lb) STA 57+15 2 cy, 370+87 6 cy, 384+47 6 cy & 394+37 6 cy | 20 | CUYD | 220.00 | 4,400.00 | 150.00 | 3,000.00 |
| 0032 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 70,000.00 | 70,000.00 | 27,500.00 | 27,500.00 |
| 0033 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 225 | LNFT | 0.10 | 22.50 | 0.85 | 191.25 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 26.16 | MILE | 1.00 | 26.16 | 160.00 | 4,185.60 |
| 0035 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.002 | MILE | 1.00 | 1.00 | 170.00 | 170.34 |
| 0036 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 102.126 | MILE | 1.00 | 102.13 | 340.00 | 34,722.84 |
| 0037 | 716-01-00100 | Mulch (Vegetative) | 10.4 | TON | 400.00 | 4,160.00 | 650.00 | 6,760.00 |
| 0038 | 717-01-00100 | Seeding | 312 | LB | 19.00 | 5,928.00 | 11.00 | 3,432.00 |
| 0039 | 718-01-00100 | Fertilizer | 10,404 | LB | 0.45 | 4,681.80 | 0.50 | 5,202.00 |
| 0040 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 2,593.16 | 2,593.16 | 5,000.00 | 5,000.00 |
| 0041 | 726-01-00100 | Bedding Material | 560 | CUYD | 50.00 | 28,000.00 | 1.00 | 560.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 323,000.00 | 323,000.00 | 216,000.00 | 216,000.00 |
| 0043 | 729-16-00300 | Object Marker Assembly (Type 3) | 90 | EACH | 100.00 | 9,000.00 | 100.00 | 9,000.00 |
| 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,423 | EACH | 5.50 | 13,326.50 | 5.00 | 12,115.00 |
| 0045 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 75 | LNFT | 11.00 | 825.00 | 11.00 | 825.00 |
| 0046 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 34.042 | MILE | 2,900.00 | 98,721.80 | 2,700.00 | 91,913.40 |
| 0047 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.334 | MILE | 825.00 | 275.55 | 800.00 | 267.20 |
| 0048 | 735-01-00100 | Mailboxes | 78 | EACH | 1.50 | 117.00 | 1.00 | 78.00 |
| 0049 | 735-02-00100 | Mailbox Supports (Single) | 75 | EACH | 125.00 | 9,375.00 | 130.00 | 9,750.00 |
| 0050 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 435.00 | 435.00 | 400.00 | 400.00 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0052 | NS-200-00020 | Cleaning Existing Ditches | 500 | LNFT | 5.00 | 2,500.00 | 5.00 | 2,500.00 |
| 0053 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,232 | INLF | 1.25 | 1,540.00 | 2.00 | 2,464.00 |
| 0054 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 560 | INLF | 1.50 | 840.00 | 3.75 | 2,100.00 |
| CONTRACTOR TOTAL | 4,377,000.00 | 4,541,455.49 | ||||||