Bid Tabulations
Letting of
05/25/2011
LA DOTD Headquarters
| Lead Project: 013-06-0055 | |
| Parish: Livingston | |
| Routes: LA 63, LA 444, LA 42, US 190, US 90 | |
| Description: DISTRICT 62 PATCH & OVERLAY PROJECTS IN S. LIVINGSTON PARISH | |
| Type Const: GRADING, PAVEMENT PATCHING, IN-PLACE CEMENT TREATED BASE COURSE, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, ASPHALTIC SURFACE TREATMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $9,023,909.06 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $8,523,498.96 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $8,578,298.53 |
| 3 | 55564 | Coastal Industries Llc | $8,731,913.19 |
| 4 | 00046 | Barber Bros. Contracting Co., L.L.C | $8,971,364.19 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $9,038,525.46 |
| 6 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $9,843,213.58 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Coastal Industries Llc |
- 4 - Barber Bros. Contracting Co., L.L.C |
||||
| 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 | 2,500.00 | 2,500.00 | 28,000.00 | 28,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives For Use At Asphalt Drives | 93 | SQYD | 10.00 | 930.00 | 26.00 | 2,418.00 | 15.00 | 1,395.00 | 25.00 | 2,325.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 24 | SQYD | 150.00 | 3,600.00 | 100.00 | 2,400.00 | 15.00 | 360.00 | 20.00 | 480.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives For Use At Concrete Drives | 187 | SQYD | 30.00 | 5,610.00 | 26.00 | 4,862.00 | 20.00 | 3,740.00 | 20.00 | 3,740.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,535 | LNFT | 3.50 | 5,372.50 | 3.25 | 4,988.75 | 5.00 | 7,675.00 | 10.00 | 15,350.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) Stations 45+22, 56+42, 72+94, 89+80, & 116+56 | 392 | LNFT | 9.00 | 3,528.00 | 7.00 | 2,744.00 | 10.00 | 3,920.00 | 10.00 | 3,920.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) STATION 19+35, 38+50, 51+60, 62+25, 68+40, 79+30, 151+70, 233+50, 259+50, 363+65 & 393+60 | 814 | LNFT | 9.00 | 7,326.00 | 7.00 | 5,698.00 | 10.00 | 8,140.00 | 15.00 | 12,210.00 |
| 0008 | 202-02-32180 | Removal of Pipe Headwalls Station 95+50, Station 173+25, Station 244+80 | 5 | EACH | 1,100.00 | 5,500.00 | 1,100.00 | 5,500.00 | 500.00 | 2,500.00 | 1,500.00 | 7,500.00 |
| 0009 | 202-02-38300 | Removal of Sign and U-Channel Post | 28 | EACH | 21.00 | 588.00 | 80.00 | 2,240.00 | 25.00 | 700.00 | 40.00 | 1,120.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base Station 17+30 | 32 | SQYD | 30.00 | 960.00 | 115.00 | 3,680.00 | 10.00 | 320.00 | 20.00 | 640.00 |
| 0011 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,704 | CUYD | 18.00 | 84,672.00 | 25.00 | 117,600.00 | 10.00 | 47,040.00 | 20.00 | 94,080.00 |
| 0012 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 10,302 | CUYD | 1.00 | 10,302.00 | 16.00 | 164,832.00 | 10.00 | 103,020.00 | 18.00 | 185,436.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 186 | EACH | 10.50 | 1,953.00 | 38.00 | 7,068.00 | 11.00 | 2,046.00 | 18.00 | 3,348.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 90,378 | LNFT | 1.00 | 90,378.00 | 2.00 | 180,756.00 | 0.25 | 22,594.50 | 1.30 | 117,491.40 |
| 0015 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 264,091 | SQYD | 6.00 | 1,584,546.00 | 5.85 | 1,544,932.35 | 5.60 | 1,478,909.60 | 5.00 | 1,320,455.00 |
| 0016 | 308-02-00100 | Removal of Existing Patches | 3,850 | SQYD | 8.00 | 30,800.00 | 15.00 | 57,750.00 | 0.01 | 38.50 | 12.00 | 46,200.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4,781 | CUYD | 20.00 | 95,620.00 | 24.00 | 114,744.00 | 20.00 | 95,620.00 | 35.00 | 167,335.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,500 | CUYD | 1.00 | 1,500.00 | 20.00 | 30,000.00 | 15.00 | 22,500.00 | 25.00 | 37,500.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 58,500.6 | TON | 71.00 | 4,153,542.60 | 67.00 | 3,919,540.20 | 72.00 | 4,212,043.20 | 75.00 | 4,387,545.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,412.9 | TON | 1.00 | 3,412.90 | 140.00 | 477,806.00 | 1.00 | 3,412.90 | 100.00 | 341,290.00 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 47,728 | GAL | 3.30 | 157,502.40 | 3.75 | 178,980.00 | 3.40 | 162,275.20 | 3.85 | 183,752.80 |
| 0022 | 507-02-00200 | Aggregate (S2) | 70,188 | SQYD | 0.90 | 63,169.20 | 1.00 | 70,188.00 | 1.05 | 73,697.40 | 1.20 | 84,225.60 |
| 0023 | 507-02-00300 | Aggregate (S3) | 70,188 | SQYD | 0.72 | 50,535.36 | 0.80 | 56,150.40 | 0.85 | 59,659.80 | 1.00 | 70,188.00 |
| 0024 | 509-01-00100 | Cold Planing Asphaltic Pavement | 192,338 | SQYD | 2.00 | 384,676.00 | 1.50 | 288,507.00 | 2.80 | 538,546.40 | 1.75 | 336,591.50 |
| 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -9,656 | CUYD | 20.00 | -193,120.00 | 0.10 | -965.60 | 0.01 | -96.56 | 0.00 | 0.00 |
| 0026 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,910 | SQYD | 75.00 | 143,250.00 | 78.00 | 148,980.00 | 70.00 | 133,700.00 | 55.00 | 105,050.00 |
| 0027 | 701-01-01060 | Cross Drain Pipe (42" RCP/PP) | 200 | LNFT | 200.00 | 40,000.00 | 170.00 | 34,000.00 | 195.00 | 39,000.00 | 200.00 | 40,000.00 |
| 0028 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 192 | LNFT | 125.00 | 24,000.00 | 120.00 | 23,040.00 | 165.00 | 31,680.00 | 135.00 | 25,920.00 |
| 0029 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 52 | LNFT | 175.00 | 9,100.00 | 120.00 | 6,240.00 | 165.00 | 8,580.00 | 135.00 | 7,020.00 |
| 0030 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 104 | LNFT | 175.00 | 18,200.00 | 150.00 | 15,600.00 | 200.00 | 20,800.00 | 170.00 | 17,680.00 |
| 0031 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 280 | LNFT | 200.00 | 56,000.00 | 160.00 | 44,800.00 | 265.00 | 74,200.00 | 180.00 | 50,400.00 |
| 0032 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 328 | LNFT | 300.00 | 98,400.00 | 190.00 | 62,320.00 | 255.00 | 83,640.00 | 215.00 | 70,520.00 |
| 0033 | 701-02-02240 | Cross Drain Pipe Arch (72" Equiv. RCPA or 84" Equiv. CMPA) | 68 | LNFT | 500.00 | 34,000.00 | 320.00 | 21,760.00 | 620.00 | 42,160.00 | 350.00 | 23,800.00 |
| 0034 | 701-08-00100 | Relaying Pipe Station 209+25 Left Of Center Line | 8 | LNFT | 300.00 | 2,400.00 | 300.00 | 2,400.00 | 100.00 | 800.00 | 500.00 | 4,000.00 |
| 0035 | 701-15-00100 | Concrete Collar To Be Used At Station 209+25 Left Of Center Line | 1 | EACH | 2,500.00 | 2,500.00 | 1,100.00 | 1,100.00 | 500.00 | 500.00 | 1,500.00 | 1,500.00 |
| 0036 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 55.00 | 11,000.00 | 47.00 | 9,400.00 | 45.00 | 9,000.00 | 52.00 | 10,400.00 |
| 0037 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 516 | LNFT | 30.00 | 15,480.00 | 37.00 | 19,092.00 | 35.00 | 18,060.00 | 40.00 | 20,640.00 |
| 0038 | 704-03-00100 | Blocked Out Guard Rail | 625 | LNFT | 18.50 | 11,562.50 | 22.00 | 13,750.00 | 20.00 | 12,500.00 | 22.00 | 13,750.00 |
| 0039 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 12.5 | LNFT | 87.00 | 1,087.50 | 47.00 | 587.50 | 45.00 | 562.50 | 55.00 | 687.50 |
| 0040 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 71.00 | 14,200.00 | 57.00 | 11,400.00 | 55.00 | 11,000.00 | 65.00 | 13,000.00 |
| 0041 | 704-11-00100 | Guard Rail End Treatment (Flared) | 15 | EACH | 2,300.00 | 34,500.00 | 2,000.00 | 30,000.00 | 1,900.00 | 28,500.00 | 2,200.00 | 33,000.00 |
| 0042 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 37.00 | 2,960.00 | 34.00 | 2,720.00 | 50.00 | 4,000.00 | 25.00 | 2,000.00 |
| 0043 | 711-01-03020 | Riprap (30 lb, 18" Thick) 10 cu.yds. at Sta. 51+60, 16 cu.yds. at 62+25, 8 cu.yds. at 110+85, 45 cu.yds. at 295+95 | 79 | SQYD | 58.00 | 4,582.00 | 100.00 | 7,900.00 | 100.00 | 7,900.00 | 110.00 | 8,690.00 |
| 0044 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 | 65,000.00 | 65,000.00 |
| 0045 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 220 | LNFT | 0.25 | 55.00 | 1.00 | 220.00 | 0.25 | 55.00 | 1.15 | 253.00 |
| 0046 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 308 | LNFT | 0.80 | 246.40 | 2.00 | 616.00 | 0.75 | 231.00 | 2.30 | 708.40 |
| 0047 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 30.99 | MILE | 400.00 | 12,396.00 | 180.00 | 5,578.20 | 350.00 | 10,846.50 | 265.00 | 8,212.35 |
| 0048 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 26.368 | MILE | 600.00 | 15,820.80 | 210.00 | 5,537.28 | 475.00 | 12,524.80 | 230.00 | 6,064.64 |
| 0049 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 92.08 | MILE | 600.00 | 55,248.00 | 310.00 | 28,544.80 | 550.00 | 50,644.00 | 340.00 | 31,307.20 |
| 0050 | 722-01-00100 | Project Site Laboratory | 2 | EACH | 8,000.00 | 16,000.00 | 12,500.00 | 25,000.00 | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 |
| 0051 | 726-01-00100 | Bedding Material To Be Used At Station 209+25 | 0.3 | CUYD | 10.00 | 3.00 | 110.00 | 33.00 | 1.00 | 0.30 | 500.00 | 150.00 |
| 0052 | 726-01-00100 | Bedding Material | 2,068 | CUYD | 10.00 | 20,680.00 | 85.00 | 175,780.00 | 1.00 | 2,068.00 | 40.00 | 82,720.00 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 825,000.00 | 825,000.00 | 200,000.00 | 200,000.00 | 750,000.00 | 750,000.00 | 510,000.00 | 510,000.00 |
| 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 58 | EACH | 72.00 | 4,176.00 | 70.00 | 4,060.00 | 65.00 | 3,770.00 | 75.00 | 4,350.00 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 3,029 | EACH | 6.00 | 18,174.00 | 6.50 | 19,688.50 | 5.25 | 15,902.25 | 7.00 | 21,203.00 |
| 0056 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 110 | LNFT | 1.50 | 165.00 | 11.00 | 1,210.00 | 1.35 | 148.50 | 12.00 | 1,320.00 |
| 0057 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 154 | LNFT | 5.20 | 800.80 | 13.00 | 2,002.00 | 5.00 | 770.00 | 15.00 | 2,310.00 |
| 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 46.04 | MILE | 2,900.00 | 133,516.00 | 3,100.00 | 142,724.00 | 2,750.00 | 126,610.00 | 3,200.00 | 147,328.00 |
| 0059 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 13.184 | MILE | 1,000.00 | 13,184.00 | 1,100.00 | 14,502.40 | 850.00 | 11,206.40 | 1,200.00 | 15,820.80 |
| 0060 | 735-01-00100 | Mailboxes | 439 | EACH | 2.00 | 878.00 | 1.00 | 439.00 | 1.00 | 439.00 | 2.00 | 878.00 |
| 0061 | 735-02-00100 | Mailbox Supports (Single) | 380 | EACH | 110.00 | 41,800.00 | 105.00 | 39,900.00 | 110.00 | 41,800.00 | 110.00 | 41,800.00 |
| 0062 | 735-04-00100 | Mailbox Supports (Multiple) | 59 | EACH | 315.00 | 18,585.00 | 325.00 | 19,175.00 | 225.00 | 13,275.00 | 340.00 | 20,060.00 |
| 0063 | 739-01-00100 | Hydro-Seeding | 18.3 | ACRE | 2,600.00 | 47,580.00 | 1,100.00 | 20,130.00 | 1,100.00 | 20,130.00 | 1,200.00 | 21,960.00 |
| 0064 | 740-01-00100 | Construction Layout | 1 | LUMP | 120,000.00 | 120,000.00 | 26,400.00 | 26,400.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 |
| 0065 | 805-01-00200 | Class A Concrete (Pipe Headwalls) Station 95+50, Station 173+25, Station 244+80 | 21.66 | CUYD | 1,100.00 | 23,826.00 | 1,100.00 | 23,826.00 | 3,800.00 | 82,308.00 | 1,200.00 | 25,992.00 |
| 0066 | 806-01-00100 | Deformed Reinforcing Steel Station 95+50, Station 173+25, Station 244+80 | 1,235 | LB | 1.00 | 1,235.00 | 1.25 | 1,543.75 | 3.00 | 3,705.00 | 2.00 | 2,470.00 |
| 0067 | NS-200-00020 | Cleaning Existing Ditches | 2,200 | LNFT | 6.00 | 13,200.00 | 7.00 | 15,400.00 | 5.00 | 11,000.00 | 8.00 | 17,600.00 |
| 0068 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,844 | INLF | 0.40 | 1,137.60 | 2.00 | 5,688.00 | 4.00 | 11,376.00 | 1.00 | 2,844.00 |
| 0069 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement For Use At Asphalt Drives | 672 | INLF | 0.70 | 470.40 | 3.00 | 2,016.00 | 4.00 | 2,688.00 | 2.00 | 1,344.00 |
| 0070 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 600 | INLF | 0.60 | 360.00 | 4.00 | 2,400.00 | 4.00 | 2,400.00 | 2.00 | 1,200.00 |
| 0071 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement For Use At Concrete Drives | 1,344 | INLF | 0.25 | 336.00 | 4.00 | 5,376.00 | 4.00 | 5,376.00 | 2.00 | 2,688.00 |
| CONTRACTOR TOTAL | 8,523,498.96 | 8,578,298.53 | 8,731,913.19 | 8,971,364.19 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - F.G. Sullivan, Jr. Contractor LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives For Use At Asphalt Drives | 93 | SQYD | 8.00 | 744.00 | 10.00 | 930.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 24 | SQYD | 13.00 | 312.00 | 10.00 | 240.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives For Use At Concrete Drives | 187 | SQYD | 10.00 | 1,870.00 | 10.00 | 1,870.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,535 | LNFT | 4.00 | 6,140.00 | 5.00 | 7,675.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) Stations 45+22, 56+42, 72+94, 89+80, & 116+56 | 392 | LNFT | 8.00 | 3,136.00 | 15.00 | 5,880.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) STATION 19+35, 38+50, 51+60, 62+25, 68+40, 79+30, 151+70, 233+50, 259+50, 363+65 & 393+60 | 814 | LNFT | 8.00 | 6,512.00 | 15.00 | 12,210.00 |
| 0008 | 202-02-32180 | Removal of Pipe Headwalls Station 95+50, Station 173+25, Station 244+80 | 5 | EACH | 110.00 | 550.00 | 600.00 | 3,000.00 |
| 0009 | 202-02-38300 | Removal of Sign and U-Channel Post | 28 | EACH | 50.00 | 1,400.00 | 20.00 | 560.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base Station 17+30 | 32 | SQYD | 24.00 | 768.00 | 10.00 | 320.00 |
| 0011 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,704 | CUYD | 20.00 | 94,080.00 | 10.00 | 47,040.00 |
| 0012 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 10,302 | CUYD | 21.00 | 216,342.00 | 10.00 | 103,020.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 186 | EACH | 20.00 | 3,720.00 | 10.00 | 1,860.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 90,378 | LNFT | 0.50 | 45,189.00 | 1.00 | 90,378.00 |
| 0015 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 264,091 | SQYD | 5.40 | 1,426,091.40 | 6.00 | 1,584,546.00 |
| 0016 | 308-02-00100 | Removal of Existing Patches | 3,850 | SQYD | 4.50 | 17,325.00 | 5.00 | 19,250.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4,781 | CUYD | 34.00 | 162,554.00 | 15.00 | 71,715.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,500 | CUYD | 18.00 | 27,000.00 | 25.00 | 37,500.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 58,500.6 | TON | 75.00 | 4,387,545.00 | 90.00 | 5,265,054.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,412.9 | TON | 135.00 | 460,741.50 | 135.00 | 460,741.50 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 47,728 | GAL | 3.50 | 167,048.00 | 3.50 | 167,048.00 |
| 0022 | 507-02-00200 | Aggregate (S2) | 70,188 | SQYD | 0.76 | 53,342.88 | 1.00 | 70,188.00 |
| 0023 | 507-02-00300 | Aggregate (S3) | 70,188 | SQYD | 0.55 | 38,603.40 | 0.75 | 52,641.00 |
| 0024 | 509-01-00100 | Cold Planing Asphaltic Pavement | 192,338 | SQYD | 1.10 | 211,571.80 | 2.00 | 384,676.00 |
| 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -9,656 | CUYD | 1.00 | -9,656.00 | 0.00 | 0.00 |
| 0026 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,910 | SQYD | 110.00 | 210,100.00 | 85.00 | 162,350.00 |
| 0027 | 701-01-01060 | Cross Drain Pipe (42" RCP/PP) | 200 | LNFT | 169.00 | 33,800.00 | 225.00 | 45,000.00 |
| 0028 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 192 | LNFT | 168.00 | 32,256.00 | 200.00 | 38,400.00 |
| 0029 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 52 | LNFT | 193.00 | 10,036.00 | 200.00 | 10,400.00 |
| 0030 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 104 | LNFT | 195.00 | 20,280.00 | 225.00 | 23,400.00 |
| 0031 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 280 | LNFT | 196.00 | 54,880.00 | 300.00 | 84,000.00 |
| 0032 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 328 | LNFT | 170.00 | 55,760.00 | 275.00 | 90,200.00 |
| 0033 | 701-02-02240 | Cross Drain Pipe Arch (72" Equiv. RCPA or 84" Equiv. CMPA) | 68 | LNFT | 265.00 | 18,020.00 | 675.00 | 45,900.00 |
| 0034 | 701-08-00100 | Relaying Pipe Station 209+25 Left Of Center Line | 8 | LNFT | 250.00 | 2,000.00 | 90.00 | 720.00 |
| 0035 | 701-15-00100 | Concrete Collar To Be Used At Station 209+25 Left Of Center Line | 1 | EACH | 1,000.00 | 1,000.00 | 550.00 | 550.00 |
| 0036 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 45.00 | 9,000.00 | 45.00 | 9,000.00 |
| 0037 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 516 | LNFT | 38.00 | 19,608.00 | 35.00 | 18,060.00 |
| 0038 | 704-03-00100 | Blocked Out Guard Rail | 625 | LNFT | 20.00 | 12,500.00 | 19.00 | 11,875.00 |
| 0039 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 12.5 | LNFT | 48.00 | 600.00 | 45.00 | 562.50 |
| 0040 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 55.00 | 11,000.00 |
| 0041 | 704-11-00100 | Guard Rail End Treatment (Flared) | 15 | EACH | 2,100.00 | 31,500.00 | 1,900.00 | 28,500.00 |
| 0042 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 30.00 | 2,400.00 | 50.00 | 4,000.00 |
| 0043 | 711-01-03020 | Riprap (30 lb, 18" Thick) 10 cu.yds. at Sta. 51+60, 16 cu.yds. at 62+25, 8 cu.yds. at 110+85, 45 cu.yds. at 295+95 | 79 | SQYD | 115.00 | 9,085.00 | 70.00 | 5,530.00 |
| 0044 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 85,000.00 | 85,000.00 | 250,000.00 | 250,000.00 |
| 0045 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 220 | LNFT | 0.25 | 55.00 | 0.15 | 33.00 |
| 0046 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 308 | LNFT | 0.82 | 252.56 | 0.40 | 123.20 |
| 0047 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 30.99 | MILE | 400.00 | 12,396.00 | 500.00 | 15,495.00 |
| 0048 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 26.368 | MILE | 150.00 | 3,955.20 | 10.00 | 263.68 |
| 0049 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 92.08 | MILE | 150.00 | 13,812.00 | 10.00 | 920.80 |
| 0050 | 722-01-00100 | Project Site Laboratory | 2 | EACH | 7,000.00 | 14,000.00 | 2,500.00 | 5,000.00 |
| 0051 | 726-01-00100 | Bedding Material To Be Used At Station 209+25 | 0.3 | CUYD | 300.00 | 90.00 | 1,000.00 | 300.00 |
| 0052 | 726-01-00100 | Bedding Material | 2,068 | CUYD | 30.00 | 62,040.00 | 1.00 | 2,068.00 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 600,000.00 | 600,000.00 | 194,000.00 | 194,000.00 |
| 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 58 | EACH | 70.00 | 4,060.00 | 65.00 | 3,770.00 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 3,029 | EACH | 5.73 | 17,356.17 | 5.25 | 15,902.25 |
| 0056 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 110 | LNFT | 1.50 | 165.00 | 1.35 | 148.50 |
| 0057 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 154 | LNFT | 5.50 | 847.00 | 5.00 | 770.00 |
| 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 46.04 | MILE | 3,000.00 | 138,120.00 | 2,750.00 | 126,610.00 |
| 0059 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 13.184 | MILE | 975.00 | 12,854.40 | 850.00 | 11,206.40 |
| 0060 | 735-01-00100 | Mailboxes | 439 | EACH | 10.00 | 4,390.00 | 1.00 | 439.00 |
| 0061 | 735-02-00100 | Mailbox Supports (Single) | 380 | EACH | 100.00 | 38,000.00 | 95.00 | 36,100.00 |
| 0062 | 735-04-00100 | Mailbox Supports (Multiple) | 59 | EACH | 335.00 | 19,765.00 | 300.00 | 17,700.00 |
| 0063 | 739-01-00100 | Hydro-Seeding | 18.3 | ACRE | 1,300.00 | 23,790.00 | 1,000.00 | 18,300.00 |
| 0064 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 52,700.00 | 52,700.00 |
| 0065 | 805-01-00200 | Class A Concrete (Pipe Headwalls) Station 95+50, Station 173+25, Station 244+80 | 21.66 | CUYD | 2,100.00 | 45,486.00 | 4,000.00 | 86,640.00 |
| 0066 | 806-01-00100 | Deformed Reinforcing Steel Station 95+50, Station 173+25, Station 244+80 | 1,235 | LB | 0.85 | 1,049.75 | 3.25 | 4,013.75 |
| 0067 | NS-200-00020 | Cleaning Existing Ditches | 2,200 | LNFT | 11.00 | 24,200.00 | 5.00 | 11,000.00 |
| 0068 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,844 | INLF | 3.60 | 10,238.40 | 2.00 | 5,688.00 |
| 0069 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement For Use At Asphalt Drives | 672 | INLF | 3.00 | 2,016.00 | 2.00 | 1,344.00 |
| 0070 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 600 | INLF | 3.00 | 1,800.00 | 2.00 | 1,200.00 |
| 0071 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement For Use At Concrete Drives | 1,344 | INLF | 3.00 | 4,032.00 | 2.00 | 2,688.00 |
| CONTRACTOR TOTAL | 9,038,525.46 | 9,843,213.58 | ||||||