Bid Tabulations
Letting of
10/09/2013
LA DOTD Headquarters
| Lead Project: H.000482.6 | |
| Parish: Tangipahoa | |
| Routes: US 190 | |
| Description: US 190: LA 443 - ST. TAMMANY LINE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $7,780,392.19 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $7,761,712.27 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $7,802,578.46 |
| 3 | 02179 | Boh Bros. Construction Co., LLC. | $9,648,705.20 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $9,782,426.17 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Boh Bros. Construction Co., LLC. |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 12,800.00 | 12,800.00 | 12,250.00 | 12,250.00 | 1,000.00 | 1,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 603 | SQYD | 20.00 | 12,060.00 | 6.00 | 3,618.00 | 6.00 | 3,618.00 | 15.00 | 9,045.00 |
| 0003 | 202-02-06060 | Removal of Concrete Catch Basin (2) CB-06 | 7 | EACH | 1,000.00 | 7,000.00 | 300.00 | 2,100.00 | 600.00 | 4,200.00 | 550.00 | 3,850.00 |
| 0004 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 690 | LNFT | 10.00 | 6,900.00 | 6.00 | 4,140.00 | 8.00 | 5,520.00 | 11.00 | 7,590.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 2,998 | SQYD | 10.00 | 29,980.00 | 5.90 | 17,688.20 | 7.00 | 20,986.00 | 11.00 | 32,978.00 |
| 0006 | 202-02-06140 | Removal of Curbs (Concrete) | 733 | LNFT | 10.00 | 7,330.00 | 5.00 | 3,665.00 | 8.00 | 5,864.00 | 7.00 | 5,131.00 |
| 0007 | 202-02-14500 | Removal of Guard Rail | 3,768 | LNFT | 8.00 | 30,144.00 | 4.00 | 15,072.00 | 4.00 | 15,072.00 | 8.00 | 30,144.00 |
| 0008 | 202-02-32120 | Removal of Pipe (Side Drain) See summary of drainage structures | 2,124 | LNFT | 12.00 | 25,488.00 | 6.00 | 12,744.00 | 14.00 | 29,736.00 | 7.00 | 14,868.00 |
| 0009 | 202-02-32140 | Removal of Pipe (Storm Drain) See summary of drainage structures | 985 | LNFT | 12.00 | 11,820.00 | 6.00 | 5,910.00 | 14.00 | 13,790.00 | 6.00 | 5,910.00 |
| 0010 | 202-02-32180 | Removal of Pipe Headwalls | 8 | EACH | 1,500.00 | 12,000.00 | 270.00 | 2,160.00 | 1,200.00 | 9,600.00 | 700.00 | 5,600.00 |
| 0011 | 202-02-38300 | Removal of Sign and U-Channel Post | 132 | EACH | 10.00 | 1,320.00 | 30.50 | 4,026.00 | 12.00 | 1,584.00 | 30.00 | 3,960.00 |
| 0012 | 202-02-38500 | Removal of Surfacing and Stablized Base | 21,429 | SQYD | 7.50 | 160,717.50 | 9.00 | 192,861.00 | 9.00 | 192,861.00 | 6.00 | 128,574.00 |
| 0013 | 203-01-00100 | General Excavation | 30.13 | CUYD | 50.00 | 1,506.50 | 78.00 | 2,350.14 | 50.00 | 1,506.50 | 18.00 | 542.34 |
| 0014 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,249 | CUYD | 18.00 | 76,482.00 | 10.00 | 42,490.00 | 15.00 | 63,735.00 | 22.50 | 95,602.50 |
| 0015 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,000 | CUYD | 18.00 | 36,000.00 | 18.00 | 36,000.00 | 15.00 | 30,000.00 | 24.00 | 48,000.00 |
| 0016 | 204-02-00100 | Temporary Hay or Straw Bales | 1,175 | EACH | 12.00 | 14,100.00 | 15.25 | 17,918.75 | 10.00 | 11,750.00 | 12.00 | 14,100.00 |
| 0017 | 204-06-00100 | Temporary Silt Fencing | 21,150 | LNFT | 1.50 | 31,725.00 | 2.15 | 45,472.50 | 1.30 | 27,495.00 | 1.50 | 31,725.00 |
| 0018 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 421 | SQYD | 30.00 | 12,630.00 | 37.00 | 15,577.00 | 25.00 | 10,525.00 | 40.00 | 16,840.00 |
| 0019 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,622 | SQYD | 30.00 | 48,660.00 | 28.00 | 45,416.00 | 30.00 | 48,660.00 | 35.00 | 56,770.00 |
| 0020 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 9,788 | SQYD | 33.00 | 323,004.00 | 44.00 | 430,672.00 | 65.00 | 636,220.00 | 32.00 | 313,216.00 |
| 0021 | 304-05-00100 | Lime Treatment (Type E) 12" Thick | 1,142 | TON | 1.00 | 1,142.00 | 1.00 | 1,142.00 | 153.00 | 174,726.00 | 1.00 | 1,142.00 |
| 0022 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) (9% Cement Treated at Locations as Directed By Project Engineer) | 1,011 | SQYD | 1.00 | 1,011.00 | 16.00 | 16,176.00 | 8.00 | 8,088.00 | 20.00 | 20,220.00 |
| 0023 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 77,925 | SQYD | 5.25 | 409,106.25 | 6.15 | 479,238.75 | 5.00 | 389,625.00 | 8.00 | 623,400.00 |
| 0024 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 100.00 | 3,500.00 | 34.00 | 1,190.00 | 50.00 | 1,750.00 | 100.00 | 3,500.00 |
| 0025 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 700 | CUYD | 20.00 | 14,000.00 | 38.00 | 26,600.00 | 25.00 | 17,500.00 | 60.00 | 42,000.00 |
| 0026 | 502-01-00100 | Superpave Asphaltic Concrete | 50,933.9 | TON | 77.00 | 3,921,910.30 | 70.00 | 3,565,373.00 | 90.00 | 4,584,051.00 | 95.00 | 4,838,720.50 |
| 0027 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,879.5 | TON | 1.00 | 3,879.50 | 145.00 | 562,527.50 | 130.00 | 504,335.00 | 160.00 | 620,720.00 |
| 0028 | 509-01-00100 | Cold Planing Asphaltic Pavement | 158,682 | SQYD | 1.60 | 253,891.20 | 1.85 | 293,561.70 | 1.50 | 238,023.00 | 2.00 | 317,364.00 |
| 0029 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,587 | CUYD | 1.00 | -1,587.00 | 5.00 | -7,935.00 | 5.00 | -7,935.00 | 5.00 | -7,935.00 |
| 0030 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,500 | SQYD | 75.00 | 112,500.00 | 59.00 | 88,500.00 | 80.00 | 120,000.00 | 100.00 | 150,000.00 |
| 0031 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 421 | SQYD | 82.00 | 34,522.00 | 65.00 | 27,365.00 | 90.00 | 37,890.00 | 100.00 | 42,100.00 |
| 0032 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 4 | LNFT | 125.00 | 500.00 | 600.00 | 2,400.00 | 300.00 | 1,200.00 | 280.00 | 1,120.00 |
| 0033 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 808 | LNFT | 55.00 | 44,440.00 | 71.00 | 57,368.00 | 60.00 | 48,480.00 | 60.00 | 48,480.00 |
| 0034 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 448 | LNFT | 62.00 | 27,776.00 | 90.00 | 40,320.00 | 75.00 | 33,600.00 | 75.00 | 33,600.00 |
| 0035 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 304 | LNFT | 72.00 | 21,888.00 | 110.00 | 33,440.00 | 85.00 | 25,840.00 | 110.00 | 33,440.00 |
| 0036 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 480 | LNFT | 51.00 | 24,480.00 | 69.00 | 33,120.00 | 60.00 | 28,800.00 | 53.00 | 25,440.00 |
| 0037 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 1,506 | LNFT | 65.00 | 97,890.00 | 92.00 | 138,552.00 | 75.00 | 112,950.00 | 58.00 | 87,348.00 |
| 0038 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 32 | LNFT | 120.00 | 3,840.00 | 130.00 | 4,160.00 | 100.00 | 3,200.00 | 106.00 | 3,392.00 |
| 0039 | 701-15-00100 | Concrete Collar | 3 | EACH | 2,000.00 | 6,000.00 | 2,100.00 | 6,300.00 | 450.00 | 1,350.00 | 1,200.00 | 3,600.00 |
| 0040 | 702-03-00100 | Catch Basins (CB-01) | 11 | EACH | 3,000.00 | 33,000.00 | 3,750.00 | 41,250.00 | 2,300.00 | 25,300.00 | 2,500.00 | 27,500.00 |
| 0041 | 702-03-00300 | Catch Basins (CB-04) | 1 | EACH | 2,600.00 | 2,600.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 2,100.00 | 2,100.00 |
| 0042 | 702-03-00500 | Catch Basins (CB-06) | 4 | EACH | 3,800.00 | 15,200.00 | 4,550.00 | 18,200.00 | 5,500.00 | 22,000.00 | 5,600.00 | 22,400.00 |
| 0043 | 702-08-00100 | Side Drain Safety End (Type I) | 71 | EACH | 2,000.00 | 142,000.00 | 1,650.00 | 117,150.00 | 1,500.00 | 106,500.00 | 1,600.00 | 113,600.00 |
| 0044 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 300 | LNFT | 40.00 | 12,000.00 | 39.00 | 11,700.00 | 39.00 | 11,700.00 | 50.00 | 15,000.00 |
| 0045 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 424 | LNFT | 45.00 | 19,080.00 | 50.00 | 21,200.00 | 46.00 | 19,504.00 | 50.00 | 21,200.00 |
| 0046 | 704-03-00100 | Blocked Out Guard Rail | 600 | LNFT | 19.00 | 11,400.00 | 19.50 | 11,700.00 | 19.00 | 11,400.00 | 22.00 | 13,200.00 |
| 0047 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 72.00 | 7,200.00 | 69.00 | 6,900.00 | 68.00 | 6,800.00 | 75.00 | 7,500.00 |
| 0048 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,300.00 | 36,800.00 | 2,275.00 | 36,400.00 | 2,200.00 | 35,200.00 | 2,300.00 | 36,800.00 |
| 0049 | 706-02-00200 | Concrete Drive (6" Thick) | 3,100 | SQYD | 55.00 | 170,500.00 | 64.00 | 198,400.00 | 65.00 | 201,500.00 | 80.00 | 248,000.00 |
| 0050 | 707-03-00100 | Combination Concrete Curb and Gutter | 690 | LNFT | 30.00 | 20,700.00 | 26.00 | 17,940.00 | 30.00 | 20,700.00 | 50.00 | 34,500.00 |
| 0051 | 707-04-00100 | Asphaltic Curb | 160 | LNFT | 30.00 | 4,800.00 | 45.00 | 7,200.00 | 25.00 | 4,000.00 | 25.00 | 4,000.00 |
| 0052 | 711-03-00300 | Riprap (30 lb) Stations 218+43, 329+54,405+56 & 481+86 | 250 | TON | 115.00 | 28,750.00 | 110.00 | 27,500.00 | 120.00 | 30,000.00 | 80.00 | 20,000.00 |
| 0053 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 250,000.00 | 250,000.00 | 90,000.00 | 90,000.00 | 145,000.00 | 145,000.00 | 240,000.00 | 240,000.00 |
| 0054 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 6,414 | LNFT | 0.23 | 1,475.22 | 0.21 | 1,346.94 | 0.10 | 641.40 | 0.25 | 1,603.50 |
| 0055 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 7,760 | LNFT | 0.90 | 6,984.00 | 0.65 | 5,044.00 | 0.20 | 1,552.00 | 0.80 | 6,208.00 |
| 0056 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 30.676 | MILE | 100.00 | 3,067.60 | 165.00 | 5,061.54 | 10.00 | 306.76 | 200.00 | 6,135.20 |
| 0057 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.46 | MILE | 375.00 | 6,547.50 | 275.00 | 4,801.50 | 15.00 | 261.90 | 350.00 | 6,111.00 |
| 0058 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 77.302 | MILE | 425.00 | 32,853.35 | 460.00 | 35,558.92 | 20.00 | 1,546.04 | 425.00 | 32,853.35 |
| 0059 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 28 | EACH | 25.00 | 700.00 | 26.50 | 742.00 | 10.00 | 280.00 | 27.00 | 756.00 |
| 0060 | 713-05-00200 | Temporary Pavement Legends & Symbols (Double Arrow) | 24 | EACH | 25.00 | 600.00 | 26.00 | 624.00 | 10.00 | 240.00 | 26.00 | 624.00 |
| 0061 | 716-01-00100 | Mulch (Vegetative) | 8.8 | TON | 1,400.00 | 12,320.00 | 600.00 | 5,280.00 | 550.00 | 4,840.00 | 560.00 | 4,928.00 |
| 0062 | 717-01-00100 | Seeding | 265 | LB | 13.00 | 3,445.00 | 12.75 | 3,378.75 | 10.00 | 2,650.00 | 11.00 | 2,915.00 |
| 0063 | 718-01-00100 | Fertilizer | 8,819 | LB | 0.60 | 5,291.40 | 0.52 | 4,585.88 | 1.10 | 9,700.90 | 1.25 | 11,023.75 |
| 0064 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 481 | SQYD | 1.50 | 721.50 | 3.55 | 1,707.55 | 2.00 | 962.00 | 2.25 | 1,082.25 |
| 0065 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 30,000.00 | 30,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 |
| 0066 | 726-01-00100 | Bedding Material | 934 | CUYD | 21.50 | 20,081.00 | 55.00 | 51,370.00 | 65.00 | 60,710.00 | 105.00 | 98,070.00 |
| 0067 | 727-01-00100 | Mobilization | 1 | LUMP | 525,000.00 | 525,000.00 | 215,000.00 | 215,000.00 | 950,000.00 | 950,000.00 | 560,000.00 | 560,000.00 |
| 0068 | 729-16-00300 | Object Marker Assembly (Type 3) | 148 | EACH | 80.00 | 11,840.00 | 77.00 | 11,396.00 | 80.00 | 11,840.00 | 75.00 | 11,100.00 |
| 0069 | 731-02-00100 | Reflectorized Raised Pavement Markers | 4,273 | EACH | 7.00 | 29,911.00 | 4.25 | 18,160.25 | 4.50 | 19,228.50 | 5.00 | 21,365.00 |
| 0070 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 3,635 | LNFT | 1.50 | 5,452.50 | 1.05 | 3,816.75 | 1.40 | 5,089.00 | 1.50 | 5,452.50 |
| 0071 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 3,880 | LNFT | 5.00 | 19,400.00 | 4.30 | 16,684.00 | 5.20 | 20,176.00 | 5.50 | 21,340.00 |
| 0072 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 38.651 | MILE | 2,400.00 | 92,762.40 | 2,100.00 | 81,167.10 | 2,300.00 | 88,897.30 | 2,400.00 | 92,762.40 |
| 0073 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.033 | MILE | 800.00 | 8,826.40 | 715.00 | 7,888.60 | 800.00 | 8,826.40 | 800.00 | 8,826.40 |
| 0074 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.111 | MILE | 1,500.00 | 166.50 | 2,000.00 | 222.00 | 1,300.00 | 144.30 | 1,300.00 | 144.30 |
| 0075 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.577 | MILE | 3,300.00 | 1,904.10 | 4,100.00 | 2,365.70 | 3,000.00 | 1,731.00 | 3,200.00 | 1,846.40 |
| 0076 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 12 | EACH | 250.00 | 3,000.00 | 275.00 | 3,300.00 | 250.00 | 3,000.00 | 250.00 | 3,000.00 |
| 0077 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 22 | EACH | 250.00 | 5,500.00 | 210.00 | 4,620.00 | 225.00 | 4,950.00 | 250.00 | 5,500.00 |
| 0078 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 2 | EACH | 250.00 | 500.00 | 210.00 | 420.00 | 225.00 | 450.00 | 250.00 | 500.00 |
| 0079 | 735-01-00100 | Mailboxes | 126 | EACH | 5.00 | 630.00 | 1.05 | 132.30 | 5.00 | 630.00 | 1.00 | 126.00 |
| 0080 | 735-02-00100 | Mailbox Supports (Single) | 102 | EACH | 135.00 | 13,770.00 | 110.00 | 11,220.00 | 130.00 | 13,260.00 | 110.00 | 11,220.00 |
| 0081 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 200.00 | 200.00 | 155.00 | 155.00 | 175.00 | 175.00 | 225.00 | 225.00 |
| 0082 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 350.00 | 1,750.00 | 280.00 | 1,400.00 | 300.00 | 1,500.00 | 350.00 | 1,750.00 |
| 0083 | 736-09-00100 | Loop Detector | 100 | LNFT | 10.00 | 1,000.00 | 20.00 | 2,000.00 | 20.00 | 2,000.00 | 21.00 | 2,100.00 |
| 0084 | 736-10-00100 | Underground Junction Box (Type D) | 1 | EACH | 500.00 | 500.00 | 555.00 | 555.00 | 575.00 | 575.00 | 450.00 | 450.00 |
| 0085 | 736-10-00200 | Underground Junction Box (Type E) | 1 | EACH | 700.00 | 700.00 | 655.00 | 655.00 | 625.00 | 625.00 | 500.00 | 500.00 |
| 0086 | 740-01-00100 | Construction Layout | 1 | LUMP | 63,000.00 | 63,000.00 | 115,000.00 | 115,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0087 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26 | CUYD | 1,300.00 | 33,800.00 | 1,300.00 | 33,800.00 | 1,400.00 | 36,400.00 | 1,300.00 | 33,800.00 |
| 0088 | 805-12-33020 | Reinforced Concrete Box Culverts (5' x 4') (Extension) | 48 | LNFT | 750.00 | 36,000.00 | 900.00 | 43,200.00 | 1,700.00 | 81,600.00 | 780.00 | 37,440.00 |
| 0089 | 806-01-00100 | Deformed Reinforcing Steel | 1,960 | LB | 2.00 | 3,920.00 | 2.20 | 4,312.00 | 1.00 | 1,960.00 | 4.25 | 8,330.00 |
| 0090 | NS-200-00020 | Cleaning Existing Ditches | 10,000 | LNFT | 3.00 | 30,000.00 | 4.00 | 40,000.00 | 3.50 | 35,000.00 | 7.50 | 75,000.00 |
| 0091 | NS-500-00280 | Surface Preparation | 1 | LUMP | 75,000.00 | 75,000.00 | 72,750.00 | 72,750.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 0092 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 118,686 | INLF | 0.30 | 35,605.80 | 0.59 | 70,024.74 | 0.70 | 83,080.20 | 0.05 | 5,934.30 |
| 0093 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,500 | INLF | 2.00 | 3,000.00 | 0.78 | 1,170.00 | 0.80 | 1,200.00 | 0.25 | 375.00 |
| 0094 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 7,044 | INLF | 2.00 | 14,088.00 | 1.80 | 12,679.20 | 1.00 | 7,044.00 | 1.00 | 7,044.00 |
| 0095 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 8.245 | MILE | 750.00 | 6,183.75 | 500.00 | 4,122.50 | 600.00 | 4,947.00 | 440.00 | 3,627.80 |
| 0096 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 23.772 | MILE | 750.00 | 17,829.00 | 475.00 | 11,291.70 | 500.00 | 11,886.00 | 440.00 | 10,459.68 |
| CONTRACTOR TOTAL | 7,761,712.27 | 7,802,578.46 | 9,648,705.20 | 9,782,426.17 | ||||||||