Bid Tabulations
Letting of
08/28/2013
LA DOTD Headquarters
| Lead Project: H.009632.6 | |
| Parish: Iberia | |
| Routes: LA 320 | |
| Description: LA 320: LA 182 - LA 86 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $2,463,968.43 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $2,139,753.28 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,148,095.33 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,020.00 | 2,020.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 30 | SQYD | 17.00 | 510.00 | 56.00 | 1,680.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 205 | LNFT | 6.55 | 1,342.75 | 7.00 | 1,435.00 |
| 0004 | 202-02-32120 | Removal of Pipe (Side Drain) (18" and 30" RCP) | 158 | LNFT | 8.50 | 1,343.00 | 55.00 | 8,690.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 13,928 | SQYD | 1.70 | 23,677.60 | 1.00 | 13,928.00 |
| 0006 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | LUMP | 4,875.00 | 4,875.00 | 4,000.00 | 4,000.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 17,600.00 | 17,600.00 | 14,000.00 | 14,000.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,317 | CUYD | 16.00 | 21,072.00 | 14.16 | 18,648.72 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 26 | EACH | 155.00 | 4,030.00 | 130.00 | 3,380.00 |
| 0010 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 14,508 | SQYD | 11.25 | 163,215.00 | 13.00 | 188,604.00 |
| 0011 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 35,549 | SQYD | 4.75 | 168,857.75 | 6.50 | 231,068.50 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 240.76 | TON | 395.00 | 95,100.20 | 355.00 | 85,469.80 |
| 0013 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 8,381 | SQYD | 11.20 | 93,867.20 | 9.00 | 75,429.00 |
| 0014 | 308-02-00100 | Removal of Existing Patches | 3,650 | SQYD | 8.50 | 31,025.00 | 3.25 | 11,862.50 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 888.5 | CUYD | 30.00 | 26,655.00 | 30.00 | 26,655.00 |
| 0016 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 35.00 | 3,500.00 | 55.00 | 5,500.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 9,505.5 | TON | 82.50 | 784,203.75 | 75.00 | 712,912.50 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,633.9 | TON | 88.00 | 143,783.20 | 124.00 | 202,603.60 |
| 0019 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 14,969 | GAL | 3.15 | 47,152.35 | 3.00 | 44,907.00 |
| 0020 | 507-02-00200 | Aggregate (S2) | 22,015 | SQYD | 1.42 | 31,261.30 | 1.50 | 33,022.50 |
| 0021 | 507-02-00300 | Aggregate (S3) | 22,015 | SQYD | 1.20 | 26,418.00 | 1.15 | 25,317.25 |
| 0022 | 509-01-00100 | Cold Planing Asphaltic Pavement | 20,894 | SQYD | 1.85 | 38,653.90 | 1.90 | 39,698.60 |
| 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,521 | CUYD | 0.10 | -152.10 | 1.00 | -1,521.00 |
| 0024 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 120 | SQYD | 84.00 | 10,080.00 | 89.00 | 10,680.00 |
| 0025 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 56 | LNFT | 42.00 | 2,352.00 | 91.00 | 5,096.00 |
| 0026 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 28 | LNFT | 64.00 | 1,792.00 | 175.00 | 4,900.00 |
| 0027 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 90 | LNFT | 71.50 | 6,435.00 | 79.00 | 7,110.00 |
| 0028 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 16 | LNFT | 53.50 | 856.00 | 150.00 | 2,400.00 |
| 0029 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 16 | LNFT | 77.00 | 1,232.00 | 183.00 | 2,928.00 |
| 0030 | 701-15-00100 | Concrete Collar | 2 | EACH | 350.00 | 700.00 | 2,250.00 | 4,500.00 |
| 0031 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 43.8 | LNFT | 65.50 | 2,868.90 | 67.00 | 2,934.60 |
| 0032 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 125 | LNFT | 60.00 | 7,500.00 | 59.00 | 7,375.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 156.3 | LNFT | 24.00 | 3,751.20 | 25.00 | 3,907.50 |
| 0034 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 40 | LNFT | 71.00 | 2,840.00 | 71.00 | 2,840.00 |
| 0035 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 76.50 | 3,825.00 | 78.00 | 3,900.00 |
| 0036 | 704-11-00110 | Guard Rail End Treatment (Flared 18' - 9" Length) | 6 | EACH | 2,400.00 | 14,400.00 | 2,500.00 | 15,000.00 |
| 0037 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,727.00 | 5,454.00 | 2,750.00 | 5,500.00 |
| 0038 | 706-02-00200 | Concrete Drive (6" Thick) | 25 | SQYD | 54.00 | 1,350.00 | 75.00 | 1,875.00 |
| 0039 | 712-04-00100 | Flexible Revetment | 70 | SQYD | 55.00 | 3,850.00 | 61.00 | 4,270.00 |
| 0040 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,200.00 | 22,200.00 | 17,000.00 | 17,000.00 |
| 0041 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 150 | LNFT | 0.25 | 37.50 | 0.25 | 37.50 |
| 0042 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 383 | LNFT | 0.70 | 268.10 | 0.55 | 210.65 |
| 0043 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.752 | MILE | 675.00 | 3,207.60 | 155.00 | 736.56 |
| 0044 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.145 | MILE | 275.00 | 1,139.88 | 250.00 | 1,036.25 |
| 0045 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 7.678 | MILE | 550.00 | 4,222.90 | 525.00 | 4,030.95 |
| 0046 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 1 | EACH | 54.60 | 54.60 | 55.00 | 55.00 |
| 0047 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 1 | EACH | 54.60 | 54.60 | 55.00 | 55.00 |
| 0048 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,091 | EACH | 1.65 | 1,800.15 | 1.75 | 1,909.25 |
| 0049 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,000.00 | 8,000.00 | 3,500.00 | 3,500.00 |
| 0050 | 726-01-00100 | Bedding Material | 60 | CUYD | 137.00 | 8,220.00 | 105.00 | 6,300.00 |
| 0051 | 727-01-00100 | Mobilization | 1 | LUMP | 127,400.00 | 127,400.00 | 100,000.00 | 100,000.00 |
| 0052 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 15 | SQFT | 50.00 | 750.00 | 47.00 | 705.00 |
| 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 87.50 | 175.00 | 81.00 | 162.00 |
| 0054 | 731-02-00100 | Reflectorized Raised Pavement Markers | 727 | EACH | 5.00 | 3,635.00 | 4.65 | 3,380.55 |
| 0055 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 150 | LNFT | 2.20 | 330.00 | 2.20 | 330.00 |
| 0056 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 383 | LNFT | 6.60 | 2,527.80 | 6.50 | 2,489.50 |
| 0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.414 | MILE | 2,400.00 | 15,393.60 | 2,200.00 | 14,110.80 |
| 0058 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.072 | MILE | 875.00 | 1,813.00 | 800.00 | 1,657.60 |
| 0059 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 1 | EACH | 220.00 | 220.00 | 215.00 | 215.00 |
| 0060 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 1 | EACH | 220.00 | 220.00 | 215.00 | 215.00 |
| 0061 | 732-05-00100 | Removal of Existing Markings | 0.063 | MILE | 5,454.00 | 343.60 | 5,200.00 | 327.60 |
| 0062 | 735-01-00100 | Mailboxes | 53 | EACH | 1.10 | 58.30 | 1.00 | 53.00 |
| 0063 | 735-02-00100 | Mailbox Supports (Single) | 61 | EACH | 66.50 | 4,056.50 | 110.00 | 6,710.00 |
| 0064 | 736-01-00100 | Trenching and Backfilling | 48 | LNFT | 8.00 | 384.00 | 7.50 | 360.00 |
| 0065 | 736-03-00300 | Jacked or Bored Conduit (3" HPDE, Sch 80) | 338 | LNFT | 16.30 | 5,509.40 | 15.25 | 5,154.50 |
| 0066 | 736-04-02000 | Signal Support (Pedestal Pole) | 1 | EACH | 1,898.00 | 1,898.00 | 1,800.00 | 1,800.00 |
| 0067 | 736-04-04140 | Signal Support (40' Single Mast Arm) | 1 | EACH | 11,857.00 | 11,857.00 | 11,750.00 | 11,750.00 |
| 0068 | 736-04-04160 | Signal Support (45' Single Mast Arm) | 1 | EACH | 12,500.00 | 12,500.00 | 12,500.00 | 12,500.00 |
| 0069 | 736-04-04180 | Signal Support (50' Single Mast Arm) | 2 | EACH | 14,025.00 | 28,050.00 | 13,000.00 | 26,000.00 |
| 0070 | 736-05-02000 | Signal Heads (3 Section, 12" Led Lens, R, Y, G) | 8 | EACH | 1,135.00 | 9,080.00 | 1,125.00 | 9,000.00 |
| 0071 | 736-05-02020 | Signal Heads (3 Section, 12" Led Lens, R, LT. Y, LT. G) | 2 | EACH | 1,135.00 | 2,270.00 | 1,200.00 | 2,400.00 |
| 0072 | 736-06-00600 | Signal Service (Existing Pole) | 1 | EACH | 1,778.00 | 1,778.00 | 1,700.00 | 1,700.00 |
| 0073 | 736-08-00111 | Sig Cntrlr (TS-2, Type 2)(Type 6E Cabinet)(Furnish & Install) | 1 | EACH | 25,770.00 | 25,770.00 | 24,250.00 | 24,250.00 |
| 0074 | 736-10-00300 | Underground Junction Box (Type F) | 3 | EACH | 655.00 | 1,965.00 | 675.00 | 2,025.00 |
| 0075 | 736-10-00500 | Underground Junction Box (Type H) | 1 | EACH | 1,030.00 | 1,030.00 | 1,050.00 | 1,050.00 |
| 0076 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 26 | LNFT | 4.50 | 117.00 | 4.00 | 104.00 |
| 0077 | 736-11-00400 | Conduit (3" HDPE, Schedule 80) | 21 | LNFT | 7.75 | 162.75 | 7.15 | 150.15 |
| 0078 | 736-12-02000 | Conductor (3c, 6 gauge / #6 awg) | 50 | LNFT | 3.60 | 180.00 | 3.50 | 175.00 |
| 0079 | 736-12-06000 | Conductor (10c, #14 awg) | 1,000 | LNFT | 3.36 | 3,360.00 | 3.15 | 3,150.00 |
| 0080 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,484.00 | 8,484.00 | 15,250.00 | 15,250.00 |
| 0081 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 756 | INLF | 1.50 | 1,134.00 | 2.90 | 2,192.40 |
| 0082 | NS-736-00005 | Video Detection Cabinet Components | 1 | EACH | 8,515.00 | 8,515.00 | 9,750.00 | 9,750.00 |
| 0083 | NS-736-00006 | Video Detection Camera | 4 | EACH | 2,571.00 | 10,284.00 | 2,900.00 | 11,600.00 |
| CONTRACTOR TOTAL | 2,139,753.28 | 2,148,095.33 | ||||||