Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 017-05-0019 | |
| Parish: Tangipahoa | |
| Routes: US 51 | |
| Description: JCT. LA 16 - N. JCT. LA 10 | |
| Type Const: PAVEMENT PATCHING, DRAINAGE STRUCTURES AND RELATED WORK. ALTERNATE 1: COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. ALTERNATE 2: SURFACE PREPARATION, THIN ASPHALTIC CONCRETE AND RELATED WORK. | |
| Estimated Construction Cost: $1,939,290.10 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $1,538,042.35 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,696,413.56 |
| 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 | 202-02-00010 | Removal of Concrete Pad left C/L at Sta. 152+62 (see Design for more details) | 1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 20 | EACH | 21.00 | 420.00 | 60.00 | 1,200.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,354 | CUYD | 5.00 | 16,770.00 | 13.00 | 43,602.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 70 | EACH | 11.00 | 770.00 | 25.00 | 1,750.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 7,780 | LNFT | 0.75 | 5,835.00 | 1.80 | 14,004.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 100 | CUYD | 40.00 | 4,000.00 | 26.00 | 2,600.00 |
| 0007 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,692 | SQYD | 60.00 | 101,520.00 | 72.50 | 122,670.00 |
| 0008 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 40 | LNFT | 200.00 | 8,000.00 | 115.00 | 4,600.00 |
| 0009 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 40 | LNFT | 220.00 | 8,800.00 | 200.00 | 8,000.00 |
| 0010 | 701-14-00100 | Cleaning Existing Pipes subsurface system from station 148+91 to 156+44 | 753 | LNFT | 3.50 | 2,635.50 | 10.00 | 7,530.00 |
| 0011 | 701-15-00100 | Concrete Collar | 1 | EACH | 2,000.00 | 2,000.00 | 775.00 | 775.00 |
| 0012 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 1,078.1 | LNFT | 66.00 | 71,154.60 | 66.00 | 71,154.60 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 400.1 | LNFT | 20.00 | 8,002.00 | 21.00 | 8,402.10 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 19 | EACH | 2,400.00 | 45,600.00 | 2,300.00 | 43,700.00 |
| 0015 | 711-03-00300 | Riprap (30 lb) To be used at Stations 164+74, 165+00, 172+25, 208+60 & 344+76 | 0.5 | TON | 2,000.00 | 1,000.00 | 500.00 | 250.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,500.00 | 60,500.00 | 7,800.00 | 7,800.00 |
| 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 448 | LNFT | 0.10 | 44.80 | 0.50 | 224.00 |
| 0018 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 1,030 | LNFT | 0.40 | 412.00 | 1.00 | 1,030.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.4 | MILE | 200.00 | 2,680.00 | 150.00 | 2,010.00 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 9.496 | MILE | 100.00 | 949.60 | 250.00 | 2,374.00 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 41.146 | MILE | 100.00 | 4,114.60 | 360.00 | 14,812.56 |
| 0022 | 717-01-00100 | Seeding | 201 | LB | 9.00 | 1,809.00 | 8.70 | 1,748.70 |
| 0023 | 718-01-00100 | Fertilizer | 6,716 | LB | 0.45 | 3,022.20 | 0.50 | 3,358.00 |
| 0024 | 726-01-00100 | Bedding Material | 49.6 | CUYD | 30.00 | 1,488.00 | 76.00 | 3,769.60 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 38,500.00 | 38,500.00 |
| 0026 | 729-01-00100 | Sign (Type A) (W11-1 "Bicycle traffic" & W16-1p "Share the Road") | 250 | SQFT | 18.00 | 4,500.00 | 21.00 | 5,250.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 94 | EACH | 80.00 | 7,520.00 | 74.00 | 6,956.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,365 | EACH | 6.00 | 8,190.00 | 6.00 | 8,190.00 |
| 0029 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 224 | LNFT | 2.00 | 448.00 | 4.10 | 918.40 |
| 0030 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 515 | LNFT | 6.00 | 3,090.00 | 6.20 | 3,193.00 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.073 | MILE | 2,600.00 | 52,189.80 | 2,700.00 | 54,197.10 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.248 | MILE | 900.00 | 3,823.20 | 1,400.00 | 5,947.20 |
| 0033 | 735-01-00100 | Mailboxes | 15 | EACH | 6.25 | 93.75 | 1.00 | 15.00 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 130.00 | 1,950.00 | 105.00 | 1,575.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0036 | NS-200-00020 | Cleaning Existing Ditches | 800 | LNFT | 3.30 | 2,640.00 | 4.00 | 3,200.00 |
| 0037 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 875.00 | 875.00 | 1,250.00 | 1,250.00 |
| 0038 | NS-736-00005 | Video Detection Cabinet Components To be used for LA 16 @ US 51 & US 51 @ Mulberry | 2 | EACH | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 |
| 0039 | NS-736-00006 | Video Detection Camera To be used for LA 16 @ US 51 & US 51 @ Mulberry | 7 | EACH | 2,100.00 | 14,700.00 | 2,100.00 | 14,700.00 |
| 0040 | NS-736-00100 | Radar Traffic Sensor and Recorder System Located at approximate log mile 11.9 | 1 | EACH | 21,000.00 | 21,000.00 | 21,000.00 | 21,000.00 |
| SUBTOTAL GENERAL | 555,047 | 553,256 | ||||||
| Alternate AA1 | ||||||||
| 0041 | 502-01-00100 | Superpave Asphaltic Concrete | 17,564.7 | TON | 59.00 | 1,036,317.30 | 55.00 | 966,058.50 |
| 0042 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 278 | TON | 100.00 | 27,800.00 | 120.00 | 33,360.00 |
| 0043 | 509-01-00100 | Cold Planing Asphaltic Pavement | 158,730 | SQYD | 0.60 | 95,238.00 | 0.90 | 142,857.00 |
| 0044 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | 8,818 | CUYD | -20.00 | -176,360.00 | 0.10 | 881.80 |
| SUBTOTAL ALT AA1 | 982,995 | 1,143,157 | ||||||
| Alternate AA2 | ||||||||
| 0045 | 501-01-00002 | Thin Asphaltic Concrete | 158,730 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 |
| 0046 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 60 | TON | 0.00 | 0.00 | 0.00 | 0.00 |
| 0047 | NS-500-00280 | Surface Preparation | 1 | LUMP | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | ||||||
| CONTRACTOR TOTAL | 1,538,042.35 | 1,696,413.56 | ||||||