Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: H.000329.6 | |
| Parish: Ascension | |
| Routes: US 61 | |
| Description: US 61: LA 22 - LA 74 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $9,674,870.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $9,182,214.01 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $9,657,471.88 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $10,458,220.82 |
| 4 | 06276 | Barriere Construction Co., LLC | $10,615,054.53 |
| 5 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $11,383,131.59 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Barber Bros. Contracting Co., L.L.C |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Barriere Construction Co., LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall HEADWALLS & WINGWALLS STA 148+07 | 2 | EACH | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | 1,800.00 | 3,600.00 | 4,000.00 | 8,000.00 |
| 0002 | 202-02-06060 | Removal of Concrete Catch Basin STATION 287+97 | 1 | EACH | 500.00 | 500.00 | 800.00 | 800.00 | 500.00 | 500.00 | 350.00 | 350.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 430 | SQYD | 10.00 | 4,300.00 | 15.00 | 6,450.00 | 13.00 | 5,590.00 | 20.00 | 8,600.00 |
| 0004 | 202-02-06140 | Removal of Curbs (Concrete) | 629 | LNFT | 3.00 | 1,887.00 | 5.00 | 3,145.00 | 2.00 | 1,258.00 | 7.00 | 4,403.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 2,516 | LNFT | 10.00 | 25,160.00 | 5.00 | 12,580.00 | 8.00 | 20,128.00 | 8.00 | 20,128.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 9,212.7 | SQYD | 6.00 | 55,276.20 | 7.00 | 64,488.90 | 8.00 | 73,701.60 | 10.00 | 92,127.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | 115,000.00 | 115,000.00 | 100,000.00 | 100,000.00 |
| 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,521 | CUYD | 15.00 | 67,815.00 | 20.00 | 90,420.00 | 20.00 | 90,420.00 | 18.00 | 81,378.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 106 | EACH | 110.00 | 11,660.00 | 120.00 | 12,720.00 | 175.00 | 18,550.00 | 100.00 | 10,600.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 19,721 | LNFT | 1.50 | 29,581.50 | 2.00 | 39,442.00 | 1.30 | 25,637.30 | 1.00 | 19,721.00 |
| 0011 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 14,971.6 | SQYD | 27.00 | 404,233.20 | 25.00 | 374,290.00 | 22.00 | 329,375.20 | 23.00 | 344,346.80 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 660 | CUYD | 35.00 | 23,100.00 | 60.00 | 39,600.00 | 20.00 | 13,200.00 | 25.00 | 16,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 7,463 | TON | 85.00 | 634,355.00 | 80.00 | 597,040.00 | 98.00 | 731,374.00 | 90.00 | 671,670.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4,117.2 | TON | 1.00 | 4,117.20 | 120.00 | 494,064.00 | 140.00 | 576,408.00 | 109.00 | 448,774.80 |
| 0017 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 29,654.7 | TON | 110.00 | 3,262,017.00 | 120.00 | 3,558,564.00 | 125.00 | 3,706,837.50 | 115.00 | 3,410,290.50 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 290,410 | SQYD | 1.75 | 508,217.50 | 2.00 | 580,820.00 | 0.85 | 246,848.50 | 1.00 | 290,410.00 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,453 | CUYD | 0.01 | -64.53 | 0.00 | 0.00 | 1.00 | -6,453.00 | 5.00 | -32,265.00 |
| 0021 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 348 | LNFT | 50.00 | 17,400.00 | 65.00 | 22,620.00 | 75.00 | 26,100.00 | 60.00 | 20,880.00 |
| 0022 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) | 168 | LNFT | 50.00 | 8,400.00 | 65.00 | 10,920.00 | 55.00 | 9,240.00 | 60.00 | 10,080.00 |
| 0024 | 702-03-00100 | Catch Basins (CB-01) | 8 | EACH | 2,500.00 | 20,000.00 | 3,000.00 | 24,000.00 | 2,600.00 | 20,800.00 | 2,500.00 | 20,000.00 |
| 0025 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 650.00 | 650.00 |
| 0026 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 742.1 | LNFT | 62.50 | 46,381.25 | 70.00 | 51,947.00 | 70.00 | 51,947.00 | 61.00 | 45,268.10 |
| 0027 | 704-03-00100 | Blocked Out Guard Rail | 1,731.9 | LNFT | 18.50 | 32,040.15 | 21.00 | 36,369.90 | 30.00 | 51,957.00 | 18.00 | 31,174.20 |
| 0028 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 75.6 | LNFT | 96.00 | 7,257.60 | 110.00 | 8,316.00 | 100.00 | 7,560.00 | 94.00 | 7,106.40 |
| 0029 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.00 | 11,000.00 | 65.00 | 13,000.00 | 60.00 | 12,000.00 | 53.00 | 10,600.00 |
| 0030 | 704-10-00100 | Guard Rail Anchor Block | 6 | EACH | 1,000.00 | 6,000.00 | 1,200.00 | 7,200.00 | 1,100.00 | 6,600.00 | 980.00 | 5,880.00 |
| 0031 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | 2,300.00 | 2,300.00 | 2,100.00 | 2,100.00 |
| 0032 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 13 | EACH | 2,300.00 | 29,900.00 | 2,800.00 | 36,400.00 | 2,600.00 | 33,800.00 | 2,300.00 | 29,900.00 |
| 0033 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 4 | EACH | 4,200.00 | 16,800.00 | 5,000.00 | 20,000.00 | 4,700.00 | 18,800.00 | 4,100.00 | 16,400.00 |
| 0035 | 712-02-00100 | Sacked Concrete Revetment | 56.9 | SQYD | 127.00 | 7,226.30 | 150.00 | 8,535.00 | 95.00 | 5,405.50 | 70.00 | 3,983.00 |
| 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 110,000.00 | 110,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 1,000,000.00 | 1,000,000.00 |
| 0037 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 5,300 | LNFT | 0.25 | 1,325.00 | 0.25 | 1,325.00 | 0.21 | 1,113.00 | 0.25 | 1,325.00 |
| 0038 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 1,608 | LNFT | 0.75 | 1,206.00 | 0.85 | 1,366.80 | 0.85 | 1,366.80 | 0.75 | 1,206.00 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.91 | MILE | 400.00 | 8,364.00 | 650.00 | 13,591.50 | 350.00 | 7,318.50 | 150.00 | 3,136.50 |
| 0040 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 41.82 | MILE | 200.00 | 8,364.00 | 230.00 | 9,618.60 | 230.00 | 9,618.60 | 200.00 | 8,364.00 |
| 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 83.64 | MILE | 250.00 | 20,910.00 | 230.00 | 19,237.20 | 285.00 | 23,837.40 | 250.00 | 20,910.00 |
| 0042 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 92 | EACH | 50.00 | 4,600.00 | 52.00 | 4,784.00 | 50.00 | 4,600.00 | 45.00 | 4,140.00 |
| 0043 | 726-01-00100 | Bedding Material | 233.5 | CUYD | 0.10 | 23.35 | 1.00 | 233.50 | 50.00 | 11,675.00 | 75.00 | 17,512.50 |
| 0044 | 727-01-00100 | Mobilization | 1 | LUMP | 900,000.00 | 900,000.00 | 250,000.00 | 250,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 |
| 0045 | 728-01-01200 | Jacked or Bored Pipe (36") (36" STEEL CASING)(0.75" THICK) | 272 | LNFT | 650.00 | 176,800.00 | 800.00 | 217,600.00 | 745.00 | 202,640.00 | 600.00 | 163,200.00 |
| 0046 | 729-16-00200 | Object Marker Assembly (Type 2) | 56 | EACH | 65.00 | 3,640.00 | 75.00 | 4,200.00 | 75.00 | 4,200.00 | 65.00 | 3,640.00 |
| 0047 | 729-16-00300 | Object Marker Assembly (Type 3) | 32 | EACH | 75.00 | 2,400.00 | 85.00 | 2,720.00 | 85.00 | 2,720.00 | 75.00 | 2,400.00 |
| 0048 | 730-15-12200 | Relocate Light Poles (40') (Aluminum) (Twin Arm) | 7 | EACH | 3,000.00 | 21,000.00 | 3,000.00 | 21,000.00 | 3,000.00 | 21,000.00 | 2,600.00 | 18,200.00 |
| 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 5,489 | EACH | 5.50 | 30,189.50 | 6.00 | 32,934.00 | 6.00 | 32,934.00 | 5.25 | 28,817.25 |
| 0050 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 5,300 | LNFT | 1.40 | 7,420.00 | 1.60 | 8,480.00 | 1.55 | 8,215.00 | 1.35 | 7,155.00 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 1,608 | LNFT | 5.00 | 8,040.00 | 5.75 | 9,246.00 | 5.75 | 9,246.00 | 5.00 | 8,040.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 27.88 | MILE | 2,800.00 | 78,064.00 | 3,020.00 | 84,197.60 | 3,000.00 | 83,640.00 | 2,650.00 | 73,882.00 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 13.94 | MILE | 850.00 | 11,849.00 | 1,000.00 | 13,940.00 | 985.00 | 13,730.90 | 850.00 | 11,849.00 |
| 0054 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 108 | EACH | 220.00 | 23,760.00 | 250.00 | 27,000.00 | 245.00 | 26,460.00 | 215.00 | 23,220.00 |
| 0055 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 70 | EACH | 220.00 | 15,400.00 | 250.00 | 17,500.00 | 245.00 | 17,150.00 | 215.00 | 15,050.00 |
| 0056 | 735-01-00100 | Mailboxes | 62 | EACH | 5.10 | 316.20 | 6.00 | 372.00 | 5.00 | 310.00 | 1.00 | 62.00 |
| 0057 | 735-02-00100 | Mailbox Supports (Single) | 60 | EACH | 117.00 | 7,020.00 | 135.00 | 8,100.00 | 115.00 | 6,900.00 | 98.00 | 5,880.00 |
| 0058 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 250.00 | 250.00 | 285.00 | 285.00 | 200.00 | 200.00 | 160.00 | 160.00 |
| 0059 | 739-01-00100 | Hydro-Seeding | 16.9 | ACRE | 1,100.00 | 18,590.00 | 1,200.00 | 20,280.00 | 1,200.00 | 20,280.00 | 1,050.00 | 17,745.00 |
| 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 200,000.00 | 200,000.00 |
| 0061 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 18 | CUYD | 2,600.00 | 46,800.00 | 2,000.00 | 36,000.00 | 1,100.00 | 19,800.00 | 500.00 | 9,000.00 |
| 0062 | 806-01-00100 | Deformed Reinforcing Steel | 2,419 | LB | 2.05 | 4,958.95 | 3.00 | 7,257.00 | 1.00 | 2,419.00 | 2.50 | 6,047.50 |
| 0063 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 110,214 | INLF | 1.25 | 137,767.50 | 1.00 | 110,214.00 | 0.35 | 38,574.90 | 1.15 | 126,746.10 |
| 0064 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,275.00 | 2,550.00 | 1,500.00 | 3,000.00 | 1,400.00 | 2,800.00 | 1,250.00 | 2,500.00 |
| 0065 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 15,000.00 | 60,000.00 | 15,000.00 | 60,000.00 | 16,000.00 | 64,000.00 | 10,000.00 | 40,000.00 |
| 0066 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 27.9 | MILE | 420.00 | 11,718.00 | 450.00 | 12,555.00 | 800.00 | 22,320.00 | 500.00 | 13,950.00 |
| 0067 | 202-02-26300 | Removal of Median / Island | 13.3 | SQYD | 10.00 | 133.00 | 100.00 | 1,330.00 | 50.00 | 665.00 | 5.00 | 66.50 |
| 0068 | 306-01-00300 | Scarifying and Compacting Roadbed (12" Thick) | 1 | MILE | 8,100.00 | 8,100.00 | 6,000.00 | 6,000.00 | 17,000.00 | 17,000.00 | 25,000.00 | 25,000.00 |
| 0069 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 11,030.8 | TON | 115.00 | 1,268,542.00 | 125.00 | 1,378,850.00 | 128.00 | 1,411,942.40 | 120.00 | 1,323,696.00 |
| 0070 | 501-02-00001 | Tack Coat (Quantity is for Thin Asphaltic layer only) | 42,023 | GAL | 6.20 | 260,542.60 | 3.50 | 147,080.50 | 3.80 | 159,687.40 | 3.00 | 126,069.00 |
| 0071 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 13,369.2 | GAL | 3.70 | 49,466.04 | 4.15 | 55,482.18 | 4.15 | 55,482.18 | 3.90 | 52,139.88 |
| 0072 | 507-02-00200 | Aggregate (S2) | 32,608 | SQYD | 1.00 | 32,608.00 | 1.15 | 37,499.20 | 1.08 | 35,216.64 | 1.00 | 32,608.00 |
| 0074 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 16 | LNFT | 55.00 | 880.00 | 100.00 | 1,600.00 | 105.00 | 1,680.00 | 60.00 | 960.00 |
| 0075 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 60 | LNFT | 100.00 | 6,000.00 | 150.00 | 9,000.00 | 90.00 | 5,400.00 | 55.00 | 3,300.00 |
| 0076 | 701-15-00100 | Concrete Collar | 5 | EACH | 870.00 | 4,350.00 | 1,000.00 | 5,000.00 | 1,200.00 | 6,000.00 | 400.00 | 2,000.00 |
| 0077 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 650.00 | 650.00 |
| 0078 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 240 | LNFT | 31.00 | 7,440.00 | 36.00 | 8,640.00 | 35.00 | 8,400.00 | 31.00 | 7,440.00 |
| 0079 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 37.5 | LNFT | 41.00 | 1,537.50 | 50.00 | 1,875.00 | 45.00 | 1,687.50 | 41.00 | 1,537.50 |
| 0080 | 729-01-00100 | Sign (Type A) | 9 | SQFT | 65.00 | 585.00 | 50.00 | 450.00 | 115.00 | 1,035.00 | 20.00 | 180.00 |
| 0081 | 729-21-00100 | U-Channel Post | 1 | EACH | 100.00 | 100.00 | 250.00 | 250.00 | 725.00 | 725.00 | 65.00 | 65.00 |
| 0082 | 736-01-00100 | Trenching and Backfilling | 2,940 | LNFT | 3.60 | 10,584.00 | 4.60 | 13,524.00 | 4.60 | 13,524.00 | 4.00 | 11,760.00 |
| 0083 | 736-02-00200 | Conduit with Conductors (1" HPDE, Sch 80) (W/2-# 14 Conductors) | 2,940 | LNFT | 5.50 | 16,170.00 | 3.60 | 10,584.00 | 3.50 | 10,290.00 | 3.10 | 9,114.00 |
| 0084 | 736-09-00100 | Loop Detector | 4,224 | LNFT | 10.00 | 42,240.00 | 12.00 | 50,688.00 | 11.00 | 46,464.00 | 10.00 | 42,240.00 |
| 0085 | 736-10-00100 | Underground Junction Box (Type D) | 12 | EACH | 350.00 | 4,200.00 | 400.00 | 4,800.00 | 375.00 | 4,500.00 | 325.00 | 3,900.00 |
| 0086 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) | 340 | SQYD | 65.00 | 22,100.00 | 75.00 | 25,500.00 | 95.00 | 32,300.00 | 50.00 | 17,000.00 |
| 0087 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 4,050 | SQYD | 100.00 | 405,000.00 | 120.00 | 486,000.00 | 115.00 | 465,750.00 | 100.00 | 405,000.00 |
| 0088 | 707-03-00100 | Combination Concrete Curb and Gutter | 461 | LNFT | 50.00 | 23,050.00 | 50.00 | 23,050.00 | 38.00 | 17,518.00 | 35.00 | 16,135.00 |
| 0089 | NS-MSC-00120 | Drainage Structure (Paved Gutter Drain) | 2 | EACH | 3,800.00 | 7,600.00 | 5,000.00 | 10,000.00 | 4,000.00 | 8,000.00 | 500.00 | 1,000.00 |
| CONTRACTOR TOTAL | 9,182,214.01 | 9,657,471.88 | 10,458,220.82 | 10,615,054.53 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - F.G. Sullivan, Jr. Contractor LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall HEADWALLS & WINGWALLS STA 148+07 | 2 | EACH | 1,500.00 | 3,000.00 |
| 0002 | 202-02-06060 | Removal of Concrete Catch Basin STATION 287+97 | 1 | EACH | 500.00 | 500.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 430 | SQYD | 10.00 | 4,300.00 |
| 0004 | 202-02-06140 | Removal of Curbs (Concrete) | 629 | LNFT | 3.00 | 1,887.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 2,516 | LNFT | 3.00 | 7,548.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 9,212.7 | SQYD | 10.00 | 92,127.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,521 | CUYD | 20.00 | 90,420.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 106 | EACH | 100.00 | 10,600.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 19,721 | LNFT | 1.50 | 29,581.50 |
| 0011 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 14,971.6 | SQYD | 40.00 | 598,864.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 660 | CUYD | 20.00 | 13,200.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 7,463 | TON | 130.00 | 970,190.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4,117.2 | TON | 130.00 | 535,236.00 |
| 0017 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 29,654.7 | TON | 140.00 | 4,151,658.00 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 290,410 | SQYD | 3.00 | 871,230.00 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,453 | CUYD | 0.00 | 0.00 |
| 0021 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 348 | LNFT | 49.00 | 17,052.00 |
| 0022 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) | 168 | LNFT | 49.00 | 8,232.00 |
| 0024 | 702-03-00100 | Catch Basins (CB-01) | 8 | EACH | 2,500.00 | 20,000.00 |
| 0025 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,500.00 | 1,500.00 |
| 0026 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 742.1 | LNFT | 55.00 | 40,815.50 |
| 0027 | 704-03-00100 | Blocked Out Guard Rail | 1,731.9 | LNFT | 20.00 | 34,638.00 |
| 0028 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 75.6 | LNFT | 70.00 | 5,292.00 |
| 0029 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 |
| 0030 | 704-10-00100 | Guard Rail Anchor Block | 6 | EACH | 1,600.00 | 9,600.00 |
| 0031 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,000.00 | 2,000.00 |
| 0032 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 13 | EACH | 2,500.00 | 32,500.00 |
| 0033 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 4 | EACH | 5,200.00 | 20,800.00 |
| 0035 | 712-02-00100 | Sacked Concrete Revetment | 56.9 | SQYD | 125.00 | 7,112.50 |
| 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 228,000.00 | 228,000.00 |
| 0037 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 5,300 | LNFT | 0.20 | 1,060.00 |
| 0038 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 1,608 | LNFT | 0.75 | 1,206.00 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.91 | MILE | 500.00 | 10,455.00 |
| 0040 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 41.82 | MILE | 200.00 | 8,364.00 |
| 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 83.64 | MILE | 250.00 | 20,910.00 |
| 0042 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 92 | EACH | 45.00 | 4,140.00 |
| 0043 | 726-01-00100 | Bedding Material | 233.5 | CUYD | 0.01 | 2.34 |
| 0044 | 727-01-00100 | Mobilization | 1 | LUMP | 161,500.00 | 161,500.00 |
| 0045 | 728-01-01200 | Jacked or Bored Pipe (36") (36" STEEL CASING)(0.75" THICK) | 272 | LNFT | 645.00 | 175,440.00 |
| 0046 | 729-16-00200 | Object Marker Assembly (Type 2) | 56 | EACH | 45.00 | 2,520.00 |
| 0047 | 729-16-00300 | Object Marker Assembly (Type 3) | 32 | EACH | 70.00 | 2,240.00 |
| 0048 | 730-15-12200 | Relocate Light Poles (40') (Aluminum) (Twin Arm) | 7 | EACH | 2,600.00 | 18,200.00 |
| 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 5,489 | EACH | 5.25 | 28,817.25 |
| 0050 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 5,300 | LNFT | 1.35 | 7,155.00 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 1,608 | LNFT | 5.00 | 8,040.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 27.88 | MILE | 2,650.00 | 73,882.00 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 13.94 | MILE | 850.00 | 11,849.00 |
| 0054 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 108 | EACH | 215.00 | 23,220.00 |
| 0055 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 70 | EACH | 215.00 | 15,050.00 |
| 0056 | 735-01-00100 | Mailboxes | 62 | EACH | 5.00 | 310.00 |
| 0057 | 735-02-00100 | Mailbox Supports (Single) | 60 | EACH | 115.00 | 6,900.00 |
| 0058 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 250.00 | 250.00 |
| 0059 | 739-01-00100 | Hydro-Seeding | 16.9 | ACRE | 1,100.00 | 18,590.00 |
| 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 |
| 0061 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 18 | CUYD | 2,550.00 | 45,900.00 |
| 0062 | 806-01-00100 | Deformed Reinforcing Steel | 2,419 | LB | 2.00 | 4,838.00 |
| 0063 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 110,214 | INLF | 1.00 | 110,214.00 |
| 0064 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 900.00 | 1,800.00 |
| 0065 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 9,000.00 | 36,000.00 |
| 0066 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 27.9 | MILE | 500.00 | 13,950.00 |
| 0067 | 202-02-26300 | Removal of Median / Island | 13.3 | SQYD | 20.00 | 266.00 |
| 0068 | 306-01-00300 | Scarifying and Compacting Roadbed (12" Thick) | 1 | MILE | 25,000.00 | 25,000.00 |
| 0069 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 11,030.8 | TON | 140.00 | 1,544,312.00 |
| 0070 | 501-02-00001 | Tack Coat (Quantity is for Thin Asphaltic layer only) | 42,023 | GAL | 3.20 | 134,473.60 |
| 0071 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 13,369.2 | GAL | 4.50 | 60,161.40 |
| 0072 | 507-02-00200 | Aggregate (S2) | 32,608 | SQYD | 1.50 | 48,912.00 |
| 0074 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 16 | LNFT | 54.00 | 864.00 |
| 0075 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 60 | LNFT | 95.00 | 5,700.00 |
| 0076 | 701-15-00100 | Concrete Collar | 5 | EACH | 850.00 | 4,250.00 |
| 0077 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,500.00 | 1,500.00 |
| 0078 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 240 | LNFT | 30.00 | 7,200.00 |
| 0079 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 37.5 | LNFT | 20.00 | 750.00 |
| 0080 | 729-01-00100 | Sign (Type A) | 9 | SQFT | 50.00 | 450.00 |
| 0081 | 729-21-00100 | U-Channel Post | 1 | EACH | 100.00 | 100.00 |
| 0082 | 736-01-00100 | Trenching and Backfilling | 2,940 | LNFT | 4.00 | 11,760.00 |
| 0083 | 736-02-00200 | Conduit with Conductors (1" HPDE, Sch 80) (W/2-# 14 Conductors) | 2,940 | LNFT | 3.10 | 9,114.00 |
| 0084 | 736-09-00100 | Loop Detector | 4,224 | LNFT | 10.00 | 42,240.00 |
| 0085 | 736-10-00100 | Underground Junction Box (Type D) | 12 | EACH | 325.00 | 3,900.00 |
| 0086 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) | 340 | SQYD | 70.00 | 23,800.00 |
| 0087 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 4,050 | SQYD | 150.00 | 607,500.00 |
| 0088 | 707-03-00100 | Combination Concrete Curb and Gutter | 461 | LNFT | 42.50 | 19,592.50 |
| 0089 | NS-MSC-00120 | Drainage Structure (Paved Gutter Drain) | 2 | EACH | 3,800.00 | 7,600.00 |
| CONTRACTOR TOTAL | 11,383,131.59 | |||||