Bid Tabulations
Letting of
02/08/2012
LA DOTD Headquarters
| Lead Project: H.008182.6 | |
| Parish: Livingston | |
| Routes: LA 1037 | |
| Description: FIRETOWER ROAD to 0.830 MILE SE LA 22 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, PAVEMENT PATCHING, AND RELATED WORK. | |
| Estimated Construction Cost: $4,031,261.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $3,371,716.04 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $3,759,712.55 |
| 3 | 06276 | Barriere Construction Co., LLC. | $4,225,538.75 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $4,268,835.91 |
| 5 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $4,996,630.13 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Barriere Construction Co., LLC. |
- 4 - Diamond B Construction Co., L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge For Removal of Existing 20' x 24' Treated Timber Trestle Bridge at Sta. 301+01 | 1 | EACH | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 35 | SQYD | 20.00 | 700.00 | 10.00 | 350.00 | 90.00 | 3,150.00 | 50.00 | 1,750.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 1,214 | LNFT | 8.00 | 9,712.00 | 10.00 | 12,140.00 | 4.00 | 4,856.00 | 1.00 | 1,214.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) For Removal of Existing Cross Drains at Locations as shown in Summary of Drainage Structures Tables | 420 | LNFT | 8.00 | 3,360.00 | 5.00 | 2,100.00 | 10.00 | 4,200.00 | 11.00 | 4,620.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) FOR REMOVAL OF EXISTING CROSS DRAINS AT LOCATIONS AS SHOWN IN SUMMARY OF DRAINAGE STRUCTURE TABLE | 293 | LNFT | 8.00 | 2,344.00 | 5.00 | 1,465.00 | 10.00 | 2,930.00 | 11.00 | 3,223.00 |
| 0007 | 202-02-38300 | Removal of Sign and U-Channel Post | 116 | EACH | 15.00 | 1,740.00 | 20.00 | 2,320.00 | 1.00 | 116.00 | 1.00 | 116.00 |
| 0008 | 202-03-00010 | Relocation For Relocation of 4-7'x5'x8' RC Boxes After Removal of Diversion Road at Sta. 301+01.28 | 4 | EACH | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | 30,000.00 | 120,000.00 | 350.00 | 1,400.00 |
| 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,500 | CUYD | 18.00 | 27,000.00 | 16.00 | 24,000.00 | 15.00 | 22,500.00 | 23.00 | 34,500.00 |
| 0010 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,858 | CUYD | 15.00 | 42,870.00 | 20.00 | 57,160.00 | 15.00 | 42,870.00 | 18.00 | 51,444.00 |
| 0011 | 204-02-00100 | Temporary Hay or Straw Bales | 302 | EACH | 15.00 | 4,530.00 | 12.50 | 3,775.00 | 9.00 | 2,718.00 | 14.00 | 4,228.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,438 | LNFT | 1.50 | 3,657.00 | 1.75 | 4,266.50 | 2.00 | 4,876.00 | 2.00 | 4,876.00 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 708.55 | TON | 285.00 | 201,936.75 | 1.00 | 708.55 | 1.00 | 708.55 | 470.00 | 333,018.50 |
| 0014 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 102,828 | SQYD | 4.50 | 462,726.00 | 6.50 | 668,382.00 | 6.25 | 642,675.00 | 6.00 | 616,968.00 |
| 0015 | 308-02-00100 | Removal of Existing Patches | 2,150 | SQYD | 0.50 | 1,075.00 | 8.00 | 17,200.00 | 1.00 | 2,150.00 | 15.00 | 32,250.00 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 534 | CUYD | 69.00 | 36,846.00 | 85.00 | 45,390.00 | 100.00 | 53,400.00 | 116.00 | 61,944.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 37.5 | CUYD | 60.00 | 2,250.00 | 70.00 | 2,625.00 | 1.00 | 37.50 | 60.00 | 2,250.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 20,783.9 | TON | 68.00 | 1,413,305.20 | 76.00 | 1,579,576.40 | 72.00 | 1,496,440.80 | 76.00 | 1,579,576.40 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,241.1 | TON | 100.00 | 324,110.00 | 1.00 | 3,241.10 | 100.00 | 324,110.00 | 125.00 | 405,137.50 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 96,893 | SQYD | 0.80 | 77,514.40 | 2.50 | 242,232.50 | 1.80 | 174,407.40 | 1.75 | 169,562.75 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,116 | CUYD | 1.00 | -3,116.00 | 15.00 | -46,740.00 | 20.00 | -62,320.00 | 0.10 | -311.60 |
| 0022 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) For Patching Over Required R.C. Boxes at Sta. 301+01 | 115 | SQYD | 85.00 | 9,775.00 | 70.00 | 8,050.00 | 90.00 | 10,350.00 | 130.00 | 14,950.00 |
| 0023 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 250 | SQYD | 90.00 | 22,500.00 | 75.00 | 18,750.00 | 90.00 | 22,500.00 | 130.00 | 32,500.00 |
| 0024 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 128 | LNFT | 150.00 | 19,200.00 | 80.00 | 10,240.00 | 155.00 | 19,840.00 | 220.00 | 28,160.00 |
| 0025 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) | 120 | LNFT | 160.00 | 19,200.00 | 80.00 | 9,600.00 | 155.00 | 18,600.00 | 220.00 | 26,400.00 |
| 0026 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 264 | LNFT | 150.00 | 39,600.00 | 100.00 | 26,400.00 | 190.00 | 50,160.00 | 250.00 | 66,000.00 |
| 0027 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 188 | LNFT | 160.00 | 30,080.00 | 145.00 | 27,260.00 | 210.00 | 39,480.00 | 300.00 | 56,400.00 |
| 0028 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 40 | LNFT | 240.00 | 9,600.00 | 240.00 | 9,600.00 | 250.00 | 10,000.00 | 325.00 | 13,000.00 |
| 0029 | 701-08-00100 | Relaying Pipe | 16 | LNFT | 170.00 | 2,720.00 | 105.00 | 1,680.00 | 155.00 | 2,480.00 | 55.00 | 880.00 |
| 0030 | 701-15-00100 | Concrete Collar | 2 | EACH | 900.00 | 1,800.00 | 650.00 | 1,300.00 | 1,000.00 | 2,000.00 | 1,600.00 | 3,200.00 |
| 0031 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 40.00 | 4,000.00 | 29.00 | 2,900.00 | 52.00 | 5,200.00 | 40.00 | 4,000.00 |
| 0032 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 114 | LNFT | 42.00 | 4,788.00 | 60.00 | 6,840.00 | 86.00 | 9,804.00 | 45.00 | 5,130.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 287.5 | LNFT | 16.00 | 4,600.00 | 22.00 | 6,325.00 | 22.00 | 6,325.00 | 11.00 | 3,162.50 |
| 0034 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 25.00 | 3,750.00 | 39.00 | 5,850.00 | 42.00 | 6,300.00 | 25.00 | 3,750.00 |
| 0035 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 48.00 | 9,600.00 | 60.00 | 12,000.00 | 65.00 | 13,000.00 | 50.00 | 10,000.00 |
| 0036 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,600.00 | 31,200.00 | 2,200.00 | 26,400.00 | 2,500.00 | 30,000.00 | 2,600.00 | 31,200.00 |
| 0037 | 711-01-03020 | Riprap (30 lb, 18" Thick) For Erosion Control Left of Centerline at Cross Drain Located at Sta. 28+31 | 3 | SQYD | 200.00 | 600.00 | 80.00 | 240.00 | 125.00 | 375.00 | 115.00 | 345.00 |
| 0038 | 711-04-00100 | Geotextile Fabric For Erosion Control Left of Centerline at Cross Drain Located at Sta. 28+31 | 3 | SQYD | 25.00 | 75.00 | 2.25 | 6.75 | 4.00 | 12.00 | 2.50 | 7.50 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 48,000.00 | 48,000.00 | 125,000.00 | 125,000.00 | 240,000.00 | 240,000.00 | 25,000.00 | 25,000.00 |
| 0040 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 513 | LNFT | 0.50 | 256.50 | 0.25 | 128.25 | 0.50 | 256.50 | 0.55 | 282.15 |
| 0041 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 225 | LNFT | 0.50 | 112.50 | 0.80 | 180.00 | 85.00 | 19,125.00 | 0.55 | 123.75 |
| 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 23.806 | MILE | 350.00 | 8,332.10 | 175.00 | 4,166.05 | 200.00 | 4,761.20 | 160.00 | 3,808.96 |
| 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 16.215 | MILE | 95.00 | 1,540.43 | 1.00 | 16.22 | 100.00 | 1,621.50 | 200.00 | 3,243.00 |
| 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 93.575 | MILE | 95.00 | 8,889.63 | 1.00 | 93.58 | 100.00 | 9,357.50 | 300.00 | 28,072.50 |
| 0045 | 713-05-00500 | Temporary Pavement Legends & Symbols (SCHOOL CROSSING) | 4 | EACH | 100.00 | 400.00 | 105.00 | 420.00 | 110.00 | 440.00 | 90.00 | 360.00 |
| 0046 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,190 | SQYD | 1.60 | 3,504.00 | 1.40 | 3,066.00 | 1.50 | 3,285.00 | 2.25 | 4,927.50 |
| 0047 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 65,000.00 | 65,000.00 |
| 0048 | 726-01-00100 | Bedding Material | 316.7 | CUYD | 70.00 | 22,169.00 | 85.00 | 26,919.50 | 90.00 | 28,503.00 | 110.00 | 34,837.00 |
| 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 350,000.00 | 350,000.00 | 400,000.00 | 400,000.00 | 182,600.00 | 182,600.00 |
| 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 84 | EACH | 45.00 | 3,780.00 | 70.00 | 5,880.00 | 72.00 | 6,048.00 | 50.00 | 4,200.00 |
| 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 65.00 | 1,040.00 | 75.00 | 1,200.00 | 90.00 | 1,440.00 | 70.00 | 1,120.00 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,858 | EACH | 5.25 | 15,004.50 | 5.75 | 16,433.50 | 6.00 | 17,148.00 | 5.00 | 14,290.00 |
| 0053 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 171 | LNFT | 2.20 | 376.20 | 1.60 | 273.60 | 1.60 | 273.60 | 2.25 | 384.75 |
| 0054 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 75 | LNFT | 10.00 | 750.00 | 5.50 | 412.50 | 6.00 | 450.00 | 9.25 | 693.75 |
| 0055 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 31.872 | MILE | 2,600.00 | 82,867.20 | 2,900.00 | 92,428.80 | 3,000.00 | 95,616.00 | 3,000.00 | 95,616.00 |
| 0056 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.405 | MILE | 775.00 | 4,188.88 | 900.00 | 4,864.50 | 1,000.00 | 5,405.00 | 800.00 | 4,324.00 |
| 0057 | 732-04-19000 | Plastic Pavement Legends and Symbols (SCHOOL CROSSING) | 2 | EACH | 660.00 | 1,320.00 | 425.00 | 850.00 | 450.00 | 900.00 | 700.00 | 1,400.00 |
| 0058 | 735-01-00100 | Mailboxes | 150 | EACH | 5.00 | 750.00 | 1.10 | 165.00 | 7.00 | 1,050.00 | 1.00 | 150.00 |
| 0059 | 735-02-00100 | Mailbox Supports (Single) | 144 | EACH | 110.00 | 15,840.00 | 106.00 | 15,264.00 | 150.00 | 21,600.00 | 110.00 | 15,840.00 |
| 0060 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 275.00 | 550.00 | 265.00 | 530.00 | 340.00 | 680.00 | 275.00 | 550.00 |
| 0061 | 739-01-00100 | Hydro-Seeding | 0.85 | ACRE | 1,500.00 | 1,275.00 | 1,500.00 | 1,275.00 | 1,500.00 | 1,275.00 | 1,700.00 | 1,445.00 |
| 0062 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 148,000.00 | 148,000.00 | 100,000.00 | 100,000.00 | 33,000.00 | 33,000.00 |
| 0063 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 18.25 | CUYD | 1,300.00 | 23,725.00 | 1,000.00 | 18,250.00 | 1,500.00 | 27,375.00 | 1,300.00 | 23,725.00 |
| 0064 | 805-12-21040 | Reinforced Concrete Box Culverts (7' x 5') (Precast) | 96 | LNFT | 700.00 | 67,200.00 | 600.00 | 57,600.00 | 750.00 | 72,000.00 | 700.00 | 67,200.00 |
| 0065 | 806-01-00100 | Deformed Reinforcing Steel | 1,340 | LB | 2.90 | 3,886.00 | 2.25 | 3,015.00 | 2.00 | 2,680.00 | 1.10 | 1,474.00 |
| 0066 | NS-200-00020 | Cleaning Existing Ditches | 3,200 | LNFT | 3.50 | 11,200.00 | 5.00 | 16,000.00 | 4.25 | 13,600.00 | 6.00 | 19,200.00 |
| 0067 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 756 | INLF | 2.00 | 1,512.00 | 1.00 | 756.00 | 1.20 | 907.20 | 3.25 | 2,457.00 |
| 0068 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 7.075 | MILE | 650.00 | 4,598.75 | 550.00 | 3,891.25 | 1,200.00 | 8,490.00 | 800.00 | 5,660.00 |
| CONTRACTOR TOTAL | 3,371,716.04 | 3,759,712.55 | 4,225,538.75 | 4,268,835.91 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - F.G. Sullivan, Jr. Contractor LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 4,000.00 | 4,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge For Removal of Existing 20' x 24' Treated Timber Trestle Bridge at Sta. 301+01 | 1 | EACH | 8,000.00 | 8,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 35 | SQYD | 15.00 | 525.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 1,214 | LNFT | 5.00 | 6,070.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) For Removal of Existing Cross Drains at Locations as shown in Summary of Drainage Structures Tables | 420 | LNFT | 5.00 | 2,100.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) FOR REMOVAL OF EXISTING CROSS DRAINS AT LOCATIONS AS SHOWN IN SUMMARY OF DRAINAGE STRUCTURE TABLE | 293 | LNFT | 5.00 | 1,465.00 |
| 0007 | 202-02-38300 | Removal of Sign and U-Channel Post | 116 | EACH | 5.00 | 580.00 |
| 0008 | 202-03-00010 | Relocation For Relocation of 4-7'x5'x8' RC Boxes After Removal of Diversion Road at Sta. 301+01.28 | 4 | EACH | 3,000.00 | 12,000.00 |
| 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,500 | CUYD | 10.00 | 15,000.00 |
| 0010 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,858 | CUYD | 10.00 | 28,580.00 |
| 0011 | 204-02-00100 | Temporary Hay or Straw Bales | 302 | EACH | 12.00 | 3,624.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,438 | LNFT | 2.00 | 4,876.00 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 708.55 | TON | 1.00 | 708.55 |
| 0014 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 102,828 | SQYD | 6.00 | 616,968.00 |
| 0015 | 308-02-00100 | Removal of Existing Patches | 2,150 | SQYD | 3.00 | 6,450.00 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 534 | CUYD | 40.00 | 21,360.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 37.5 | CUYD | 200.00 | 7,500.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 20,783.9 | TON | 120.00 | 2,494,068.00 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,241.1 | TON | 120.00 | 388,932.00 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 96,893 | SQYD | 3.70 | 358,504.10 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,116 | CUYD | 0.00 | 0.00 |
| 0022 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) For Patching Over Required R.C. Boxes at Sta. 301+01 | 115 | SQYD | 135.00 | 15,525.00 |
| 0023 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 250 | SQYD | 135.00 | 33,750.00 |
| 0024 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 128 | LNFT | 140.00 | 17,920.00 |
| 0025 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) | 120 | LNFT | 140.00 | 16,800.00 |
| 0026 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 264 | LNFT | 160.00 | 42,240.00 |
| 0027 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 188 | LNFT | 200.00 | 37,600.00 |
| 0028 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 40 | LNFT | 220.00 | 8,800.00 |
| 0029 | 701-08-00100 | Relaying Pipe | 16 | LNFT | 120.00 | 1,920.00 |
| 0030 | 701-15-00100 | Concrete Collar | 2 | EACH | 800.00 | 1,600.00 |
| 0031 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 35.00 | 3,500.00 |
| 0032 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 114 | LNFT | 40.00 | 4,560.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 287.5 | LNFT | 15.00 | 4,312.50 |
| 0034 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 25.00 | 3,750.00 |
| 0035 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 45.00 | 9,000.00 |
| 0036 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,500.00 | 30,000.00 |
| 0037 | 711-01-03020 | Riprap (30 lb, 18" Thick) For Erosion Control Left of Centerline at Cross Drain Located at Sta. 28+31 | 3 | SQYD | 250.00 | 750.00 |
| 0038 | 711-04-00100 | Geotextile Fabric For Erosion Control Left of Centerline at Cross Drain Located at Sta. 28+31 | 3 | SQYD | 2.00 | 6.00 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 151,400.00 | 151,400.00 |
| 0040 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 513 | LNFT | 0.10 | 51.30 |
| 0041 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 225 | LNFT | 0.40 | 90.00 |
| 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 23.806 | MILE | 400.00 | 9,522.40 |
| 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 16.215 | MILE | 500.00 | 8,107.50 |
| 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 93.575 | MILE | 175.00 | 16,375.63 |
| 0045 | 713-05-00500 | Temporary Pavement Legends & Symbols (SCHOOL CROSSING) | 4 | EACH | 50.00 | 200.00 |
| 0046 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,190 | SQYD | 1.30 | 2,847.00 |
| 0047 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 96,000.00 | 96,000.00 |
| 0048 | 726-01-00100 | Bedding Material | 316.7 | CUYD | 95.00 | 30,086.50 |
| 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 84 | EACH | 45.00 | 3,780.00 |
| 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 60.00 | 960.00 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,858 | EACH | 5.25 | 15,004.50 |
| 0053 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 171 | LNFT | 1.50 | 256.50 |
| 0054 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 75 | LNFT | 5.00 | 375.00 |
| 0055 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 31.872 | MILE | 2,700.00 | 86,054.40 |
| 0056 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.405 | MILE | 850.00 | 4,594.25 |
| 0057 | 732-04-19000 | Plastic Pavement Legends and Symbols (SCHOOL CROSSING) | 2 | EACH | 400.00 | 800.00 |
| 0058 | 735-01-00100 | Mailboxes | 150 | EACH | 1.00 | 150.00 |
| 0059 | 735-02-00100 | Mailbox Supports (Single) | 144 | EACH | 100.00 | 14,400.00 |
| 0060 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 250.00 | 500.00 |
| 0061 | 739-01-00100 | Hydro-Seeding | 0.85 | ACRE | 1,400.00 | 1,190.00 |
| 0062 | 740-01-00100 | Construction Layout | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0063 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 18.25 | CUYD | 1,500.00 | 27,375.00 |
| 0064 | 805-12-21040 | Reinforced Concrete Box Culverts (7' x 5') (Precast) | 96 | LNFT | 650.00 | 62,400.00 |
| 0065 | 806-01-00100 | Deformed Reinforcing Steel | 1,340 | LB | 2.50 | 3,350.00 |
| 0066 | NS-200-00020 | Cleaning Existing Ditches | 3,200 | LNFT | 5.00 | 16,000.00 |
| 0067 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 756 | INLF | 1.00 | 756.00 |
| 0068 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 7.075 | MILE | 800.00 | 5,660.00 |
| CONTRACTOR TOTAL | 4,996,630.13 | |||||