Bid Tabulations
Letting of
10/10/2012
LA DOTD Headquarters
| Lead Project: H.002471.6 | |
| Parish: Tangipahoa | |
| Routes: LA 445 | |
| Description: LA 445: S. JCT. LA 40 - LA 1062 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $2,930,901.59 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,604,197.24 |
| 2 | 06276 | Barriere Construction Co., LLC. | $2,748,694.28 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Brick Mailbox & Foundation Sta. 117+18 & 121+53 | 2 | EACH | 1,400.00 | 2,800.00 | 57.00 | 114.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives Sta. 117+18 & 121+53 | 528 | SQYD | 11.00 | 5,808.00 | 10.00 | 5,280.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,865 | LNFT | 12.00 | 22,380.00 | 8.00 | 14,920.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) See Summary of Drainage Structures | 1,007 | LNFT | 10.00 | 10,070.00 | 11.50 | 11,580.50 |
| 0005 | 202-02-32180 | Removal of Pipe Headwalls See Summary of Drainage Structures | 6 | EACH | 1,500.00 | 9,000.00 | 565.00 | 3,390.00 |
| 0006 | 202-02-38300 | Removal of Sign and U-Channel Post | 24 | EACH | 150.00 | 3,600.00 | 140.00 | 3,360.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,477 | CUYD | 19.00 | 47,063.00 | 6.00 | 14,862.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,929 | CUYD | 15.00 | 28,935.00 | 6.00 | 11,574.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 180 | EACH | 13.00 | 2,340.00 | 12.00 | 2,160.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 6,339 | LNFT | 1.50 | 9,508.50 | 1.75 | 11,093.25 |
| 0011 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 52,948 | SQYD | 5.25 | 277,977.00 | 6.25 | 330,925.00 |
| 0012 | 308-02-00100 | Removal of Existing Patches | 473.6 | SQYD | 12.00 | 5,683.20 | 0.01 | 4.74 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,161 | CUYD | 51.00 | 110,211.00 | 40.00 | 86,440.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 30.00 | 15,000.00 | 0.01 | 5.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 14,011.5 | TON | 76.00 | 1,064,874.00 | 74.00 | 1,036,851.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous Guardrail 717.8, Mailbox stops 1421.2 and Remainder to Drives & Turnouts | 2,696.3 | TON | 1.00 | 2,696.30 | 1.00 | 2,696.30 |
| 0017 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 8,955 | GAL | 3.50 | 31,342.50 | 4.00 | 35,820.00 |
| 0018 | 507-02-00200 | Aggregate (S2) | 13,168 | SQYD | 1.60 | 21,068.80 | 1.25 | 16,460.00 |
| 0019 | 507-02-00300 | Aggregate (S3) | 13,168 | SQYD | 1.40 | 18,435.20 | 1.20 | 15,801.60 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 18,345 | SQYD | 2.00 | 36,690.00 | 2.00 | 36,690.00 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -573 | CUYD | 10.00 | -5,730.00 | 10.00 | -5,730.00 |
| 0022 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 160 | SQYD | 95.00 | 15,200.00 | 85.00 | 13,600.00 |
| 0023 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 176 | LNFT | 120.00 | 21,120.00 | 155.00 | 27,280.00 |
| 0024 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 248 | LNFT | 135.00 | 33,480.00 | 215.00 | 53,320.00 |
| 0025 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 112 | LNFT | 150.00 | 16,800.00 | 240.00 | 26,880.00 |
| 0026 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 400 | LNFT | 205.00 | 82,000.00 | 270.00 | 108,000.00 |
| 0027 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 96 | LNFT | 280.00 | 26,880.00 | 365.00 | 35,040.00 |
| 0028 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 300 | LNFT | 51.00 | 15,300.00 | 57.00 | 17,100.00 |
| 0029 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,116 | LNFT | 38.00 | 42,408.00 | 42.00 | 46,872.00 |
| 0030 | 704-01-02020 | Guard Rail (DoubleThrie Beam) (6'-3" post spacing) | 250 | LNFT | 46.00 | 11,500.00 | 50.00 | 12,500.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 556.3 | LNFT | 21.00 | 11,682.30 | 22.50 | 12,516.75 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 61.00 | 18,300.00 | 67.50 | 20,250.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 15 | EACH | 2,300.00 | 34,500.00 | 2,500.00 | 37,500.00 |
| 0034 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,700.00 | 21,600.00 |
| 0035 | 707-04-00100 | Asphaltic Curb | 120 | LNFT | 30.00 | 3,600.00 | 45.00 | 5,400.00 |
| 0036 | 710-01-00100 | Flowable Fill Station 209+90 | 6 | CUYD | 155.00 | 930.00 | 260.00 | 1,560.00 |
| 0037 | 711-02-00300 | Riprap (30 lb) Station 62+55 RT | 10 | CUYD | 205.00 | 2,050.00 | 150.00 | 1,500.00 |
| 0038 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 190,000.00 | 190,000.00 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.208 | MILE | 165.00 | 2,344.32 | 100.00 | 1,420.80 |
| 0040 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.75 | MILE | 305.00 | 2,058.75 | 100.00 | 675.00 |
| 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 46.044 | MILE | 430.00 | 19,798.92 | 10.00 | 460.44 |
| 0042 | 717-01-00100 | Seeding | 172 | LB | 10.00 | 1,720.00 | 11.00 | 1,892.00 |
| 0043 | 718-01-00100 | Fertilizer | 5,741 | LB | 0.55 | 3,157.55 | 0.60 | 3,444.60 |
| 0044 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 0045 | 726-01-00100 | Bedding Material | 250 | CUYD | 68.00 | 17,000.00 | 50.00 | 12,500.00 |
| 0046 | 727-01-00100 | Mobilization | 1 | LUMP | 260,000.00 | 260,000.00 | 260,000.00 | 260,000.00 |
| 0047 | 729-16-00300 | Object Marker Assembly (Type 3) | 48 | EACH | 85.00 | 4,080.00 | 180.00 | 8,640.00 |
| 0048 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,541 | EACH | 5.50 | 8,475.50 | 10.00 | 15,410.00 |
| 0049 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 15.348 | MILE | 2,450.00 | 37,602.60 | 3,000.00 | 46,044.00 |
| 0050 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.25 | MILE | 900.00 | 2,025.00 | 700.00 | 1,575.00 |
| 0051 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.052 | MILE | 1,225.00 | 63.70 | 2,250.00 | 117.00 |
| 0052 | 735-01-00100 | Mailboxes | 37 | EACH | 11.00 | 407.00 | 22.00 | 814.00 |
| 0053 | 735-02-00100 | Mailbox Supports (Single) | 33 | EACH | 115.00 | 3,795.00 | 328.00 | 10,824.00 |
| 0054 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 500.00 | 500.00 | 564.00 | 564.00 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 28,350.00 | 28,350.00 | 50,000.00 | 50,000.00 |
| 0056 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 31.19 | CUYD | 1,500.00 | 46,785.00 | 1,500.00 | 46,785.00 |
| 0057 | 805-09-00100 | Expansion Joint Seal | 674 | LNFT | 29.00 | 19,546.00 | 11.20 | 7,548.80 |
| 0058 | 806-01-00100 | Deformed Reinforcing Steel | 1,783 | LB | 2.10 | 3,744.30 | 1.50 | 2,674.50 |
| 0059 | NS-200-00020 | Cleaning Existing Ditches | 2,400 | LNFT | 4.25 | 10,200.00 | 3.50 | 8,400.00 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,632 | INLF | 0.65 | 1,060.80 | 1.00 | 1,632.00 |
| 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 528 | INLF | 3.75 | 1,980.00 | 2.00 | 1,056.00 |
| 0062 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| CONTRACTOR TOTAL | 2,604,197.24 | 2,748,694.28 | ||||||