Bid Tabulations
Letting of
08/14/2013
LA DOTD Headquarters
| Lead Project: H.008482.6 | |
| Parish: Winn | |
| Routes: LA 1236 | |
| Description: LA 1236: BRIDGES NEAR DODSON | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK. | |
| Estimated Construction Cost: $4,136,046.78 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $3,663,553.19 |
| 2 | 39462 | Jb James Construction Llc | $4,283,776.42 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $4,351,383.87 |
| 4 | 34567 | James Construction Group LLC | $4,537,413.35 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $4,669,764.70 |
| 6 | 56288 | Guinn Services, LLC | $4,948,811.00 |
| 7 | 00044 | Guinn Construction, LLC | $5,521,330.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Jb James Construction Llc |
- 3 - T. L. Wallace Construction, Inc. |
- 4 - James Construction Group LLC |
||||
| 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 | 212,000.00 | 212,000.00 | 200,000.00 | 200,000.00 | 80,000.00 | 80,000.00 | 45,000.00 | 45,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 5,260.00 | 5,260.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA. 410+27.54; 22'X96' TIMBER TRESTLE BRIDGE; STR. NO. 08648640904431 | 1 | EACH | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA. 103+41.31; 22'X59' TIMBER TRESTLE BRIDGE; STR. NO. 08648640900091 | 1 | EACH | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge STA. 227+87.33; 22'X58' TIMBER TRESTLE BRIDGE; STR. NO. 08648640902851 | 1 | EACH | 12,000.00 | 12,000.00 | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 8,000.00 | 8,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge STA. 310+37.88; 22'X115' TIMBER TRESTLE BRIDGE; STR. NO. 08648640903431 | 1 | EACH | 10,000.00 | 10,000.00 | 2,700.00 | 2,700.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 152 | SQYD | 35.00 | 5,320.00 | 5.00 | 760.00 | 3.70 | 562.40 | 2.10 | 319.20 |
| 0008 | 202-02-14500 | Removal of Guard Rail | 1,470.5 | LNFT | 3.00 | 4,411.50 | 5.00 | 7,352.50 | 2.35 | 3,455.68 | 8.00 | 11,764.00 |
| 0009 | 202-02-38500 | Removal of Surfacing and Stablized Base | 8,624.3 | SQYD | 5.00 | 43,121.50 | 3.00 | 25,872.90 | 2.65 | 22,854.40 | 1.30 | 11,211.59 |
| 0010 | 203-01-00100 | General Excavation | 16,045 | CUYD | 5.00 | 80,225.00 | 5.50 | 88,247.50 | 4.75 | 76,213.75 | 3.50 | 56,157.50 |
| 0011 | 203-02-00100 | Drainage Excavation | 10,983.7 | CUYD | 8.00 | 87,869.60 | 7.50 | 82,377.75 | 8.40 | 92,263.08 | 3.75 | 41,188.88 |
| 0012 | 203-03-00100 | Embankment | 30,862.1 | CUYD | 8.15 | 251,526.12 | 11.50 | 354,914.15 | 10.55 | 325,595.16 | 5.50 | 169,741.55 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 78 | EACH | 125.00 | 9,750.00 | 125.00 | 9,750.00 | 105.00 | 8,190.00 | 140.00 | 10,920.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 10,429 | LNFT | 1.25 | 13,036.25 | 1.60 | 16,686.40 | 2.65 | 27,636.85 | 1.80 | 18,772.20 |
| 0015 | 302-02-04000 | Class II Base Course (8 1/2" Thick) | 17,600.3 | SQYD | 13.00 | 228,803.90 | 11.00 | 193,603.30 | 15.00 | 264,004.50 | 31.50 | 554,409.45 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | 26.4 | TON | 1,000.00 | 26,400.00 | 500.00 | 13,200.00 | 630.00 | 16,632.00 | 285.00 | 7,524.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 19 | CUYD | 125.00 | 2,375.00 | 120.00 | 2,280.00 | 57.90 | 1,100.10 | 105.00 | 1,995.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 1.00 | 200.00 | 75.00 | 15,000.00 | 57.90 | 11,580.00 | 97.50 | 19,500.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,794.9 | TON | 98.00 | 273,900.20 | 140.00 | 391,286.00 | 149.00 | 416,440.10 | 138.00 | 385,696.20 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 711.1 | TON | 170.00 | 120,887.00 | 155.00 | 110,220.50 | 174.00 | 123,731.40 | 150.00 | 106,665.00 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 667 | SQYD | 7.50 | 5,002.50 | 18.00 | 12,006.00 | 21.05 | 14,040.35 | 12.50 | 8,337.50 |
| 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -28 | CUYD | 0.01 | -0.28 | 0.01 | -0.28 | 1.00 | -28.00 | 1.00 | -28.00 |
| 0023 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 64 | LNFT | 60.00 | 3,840.00 | 75.00 | 4,800.00 | 78.95 | 5,052.80 | 38.50 | 2,464.00 |
| 0024 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 444 | LNFT | 50.00 | 22,200.00 | 45.00 | 19,980.00 | 47.35 | 21,023.40 | 53.00 | 23,532.00 |
| 0025 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 2,110.00 | 2,110.00 | 2,300.00 | 2,300.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 1,425 | LNFT | 19.50 | 27,787.50 | 17.00 | 24,225.00 | 15.80 | 22,515.00 | 15.00 | 21,375.00 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 60.00 | 24,000.00 | 60.00 | 24,000.00 | 58.95 | 23,580.00 | 56.00 | 22,400.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,000.00 | 32,000.00 | 2,400.00 | 38,400.00 | 2,320.00 | 37,120.00 | 2,200.00 | 35,200.00 |
| 0029 | 705-01-00100 | Barbed Wire Fence | 730 | LNFT | 6.50 | 4,745.00 | 7.00 | 5,110.00 | 8.40 | 6,132.00 | 6.50 | 4,745.00 |
| 0030 | 706-02-00200 | Concrete Drive (6" Thick) | 135.3 | SQYD | 85.00 | 11,500.50 | 58.00 | 7,847.40 | 64.50 | 8,726.85 | 83.00 | 11,229.90 |
| 0031 | 708-01-00100 | Right-of-Way Monument | 31 | EACH | 200.00 | 6,200.00 | 200.00 | 6,200.00 | 147.00 | 4,557.00 | 135.00 | 4,185.00 |
| 0032 | 708-02-00100 | Right-of-Way Monument Witness Post | 31 | EACH | 200.00 | 6,200.00 | 200.00 | 6,200.00 | 52.65 | 1,632.15 | 50.00 | 1,550.00 |
| 0033 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 1,881.2 | SQYD | 52.00 | 97,822.40 | 50.00 | 94,060.00 | 57.90 | 108,921.48 | 52.00 | 97,822.40 |
| 0034 | 711-04-00100 | Geotextile Fabric | 1,881.2 | SQYD | 3.00 | 5,643.60 | 2.00 | 3,762.40 | 3.15 | 5,925.78 | 3.00 | 5,643.60 |
| 0035 | 712-04-00100 | Flexible Revetment | 5,539.4 | SQYD | 50.00 | 276,970.00 | 44.00 | 243,733.60 | 51.60 | 285,833.04 | 52.00 | 288,048.80 |
| 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 48,000.00 | 48,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 7,800.00 | 7,800.00 |
| 0037 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.196 | MILE | 400.00 | 478.40 | 400.00 | 478.40 | 1,130.00 | 1,351.48 | 232.00 | 277.47 |
| 0038 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.196 | MILE | 200.00 | 239.20 | 400.00 | 478.40 | 211.00 | 252.36 | 232.00 | 277.47 |
| 0039 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.435 | MILE | 400.00 | 1,374.00 | 400.00 | 1,374.00 | 421.00 | 1,446.14 | 464.00 | 1,593.84 |
| 0040 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 227 | EACH | 3.00 | 681.00 | 4.00 | 908.00 | 1.15 | 261.05 | 5.85 | 1,327.95 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | 27.2 | TON | 600.00 | 16,320.00 | 600.00 | 16,320.00 | 842.00 | 22,902.40 | 600.00 | 16,320.00 |
| 0042 | 717-01-00100 | Seeding | 1,088 | LB | 7.50 | 8,160.00 | 8.00 | 8,704.00 | 9.45 | 10,281.60 | 7.50 | 8,160.00 |
| 0043 | 718-01-00100 | Fertilizer | 13,600 | LB | 0.45 | 6,120.00 | 0.50 | 6,800.00 | 0.70 | 9,520.00 | 0.45 | 6,120.00 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 5,317 | SQYD | 1.25 | 6,646.25 | 1.30 | 6,912.10 | 1.60 | 8,507.20 | 1.25 | 6,646.25 |
| 0045 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 317 | SQYD | 2.75 | 871.75 | 2.80 | 887.60 | 3.15 | 998.55 | 2.75 | 871.75 |
| 0046 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 2,795 | SQYD | 2.50 | 6,987.50 | 2.60 | 7,267.00 | 3.15 | 8,804.25 | 2.50 | 6,987.50 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | 42,000.00 | 42,000.00 | 3,500.00 | 3,500.00 |
| 0048 | 726-01-00100 | Bedding Material | 49.9 | CUYD | 90.00 | 4,491.00 | 60.00 | 2,994.00 | 57.90 | 2,889.21 | 10.00 | 499.00 |
| 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 130,000.00 | 130,000.00 | 400,000.00 | 400,000.00 | 280,000.00 | 280,000.00 | 453,000.00 | 453,000.00 |
| 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 65.00 | 260.00 | 50.00 | 200.00 | 47.35 | 189.40 | 45.00 | 180.00 |
| 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 | 70.00 | 1,120.00 | 68.40 | 1,094.40 | 65.00 | 1,040.00 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | 227 | EACH | 5.00 | 1,135.00 | 5.00 | 1,135.00 | 5.25 | 1,191.75 | 6.00 | 1,362.00 |
| 0053 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.435 | MILE | 2,400.00 | 8,244.00 | 2,400.00 | 8,244.00 | 2,530.00 | 8,690.55 | 2,800.00 | 9,618.00 |
| 0054 | 735-01-00100 | Mailboxes | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 17.05 | 17.05 | 5.00 | 5.00 |
| 0055 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 750.00 | 750.00 | 250.00 | 250.00 | 33.35 | 33.35 | 200.00 | 200.00 |
| 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 27,500.00 | 27,500.00 | 40,000.00 | 40,000.00 | 51,000.00 | 51,000.00 | 20,000.00 | 20,000.00 |
| 0057 | 804-01-00300 | Precast Concrete Piles (16") | 6,461 | LNFT | 50.00 | 323,050.00 | 56.00 | 361,816.00 | 48.50 | 313,358.50 | 65.00 | 419,965.00 |
| 0058 | 804-05-00300 | Precast Concrete Test Piles (16") | 2 | EACH | 1.00 | 2.00 | 20,000.00 | 40,000.00 | 5,630.00 | 11,260.00 | 45,000.00 | 90,000.00 |
| 0059 | 804-09-00100 | Loading Test Piles | 2 | EACH | 1.00 | 2.00 | 15,000.00 | 30,000.00 | 20,000.00 | 40,000.00 | 33,000.00 | 66,000.00 |
| 0060 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 1.00 | 2.00 | 100.00 | 200.00 | 543.00 | 1,086.00 | 1,300.00 | 2,600.00 |
| 0061 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 1.00 | 2.00 | 100.00 | 200.00 | 543.00 | 1,086.00 | 1,000.00 | 2,000.00 |
| 0062 | 804-12-00100 | Loading Permanent Piles | 4 | EACH | 1.00 | 4.00 | 100.00 | 400.00 | 18,000.00 | 72,000.00 | 5,000.00 | 20,000.00 |
| 0063 | 804-17-00100 | Dynamic Monitoring | 22 | EACH | 600.00 | 13,200.00 | 800.00 | 17,600.00 | 1,990.00 | 43,780.00 | 1,300.00 | 28,600.00 |
| 0064 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.54 | CUYD | 950.00 | 37,563.00 | 1,100.00 | 43,494.00 | 1,030.00 | 40,726.20 | 1,400.00 | 55,356.00 |
| 0065 | 805-01-00700 | Class A Concrete (Bents) | 194.77 | CUYD | 700.00 | 136,339.00 | 1,000.00 | 194,770.00 | 775.00 | 150,946.75 | 1,070.00 | 208,403.90 |
| 0066 | 805-03-00100 | Class AA Concrete | 824 | CUYD | 500.00 | 412,000.00 | 520.00 | 428,480.00 | 709.00 | 584,216.00 | 582.00 | 479,568.00 |
| 0067 | 805-12-37000 | Reinforced Concrete Box Culverts (8' x 8') (Extension) | 48 | LNFT | 1,000.00 | 48,000.00 | 900.00 | 43,200.00 | 717.00 | 34,416.00 | 1,105.00 | 53,040.00 |
| 0068 | 806-01-00100 | Deformed Reinforcing Steel | 196,341 | LB | 0.80 | 157,072.80 | 1.00 | 196,341.00 | 0.85 | 166,889.85 | 0.95 | 186,523.95 |
| 0069 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,000 | LNFT | 60.00 | 60,000.00 | 70.00 | 70,000.00 | 60.30 | 60,300.00 | 70.00 | 70,000.00 |
| 0070 | 813-01-00100 | Concrete Approach Slabs | 1,315.52 | SQYD | 200.00 | 263,104.00 | 190.00 | 249,948.80 | 208.00 | 273,628.16 | 225.00 | 295,992.00 |
| 0071 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 280 | LNFT | 3.00 | 840.00 | 3.00 | 840.00 | 21.75 | 6,090.00 | 1.00 | 280.00 |
| 0072 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 838 | INLF | 2.00 | 1,676.00 | 1.00 | 838.00 | 1.80 | 1,508.40 | 0.75 | 628.50 |
| CONTRACTOR TOTAL | 3,663,553.19 | 4,283,776.42 | 4,351,383.87 | 4,537,413.35 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Guinn Services, LLC |
- 7 - Guinn Construction, LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 115,000.00 | 115,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA. 410+27.54; 22'X96' TIMBER TRESTLE BRIDGE; STR. NO. 08648640904431 | 1 | EACH | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA. 103+41.31; 22'X59' TIMBER TRESTLE BRIDGE; STR. NO. 08648640900091 | 1 | EACH | 75,000.00 | 75,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge STA. 227+87.33; 22'X58' TIMBER TRESTLE BRIDGE; STR. NO. 08648640902851 | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge STA. 310+37.88; 22'X115' TIMBER TRESTLE BRIDGE; STR. NO. 08648640903431 | 1 | EACH | 21,000.00 | 21,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 152 | SQYD | 11.00 | 1,672.00 | 10.00 | 1,520.00 | 10.00 | 1,520.00 |
| 0008 | 202-02-14500 | Removal of Guard Rail | 1,470.5 | LNFT | 6.50 | 9,558.25 | 5.00 | 7,352.50 | 3.00 | 4,411.50 |
| 0009 | 202-02-38500 | Removal of Surfacing and Stablized Base | 8,624.3 | SQYD | 7.00 | 60,370.10 | 5.75 | 49,589.73 | 5.00 | 43,121.50 |
| 0010 | 203-01-00100 | General Excavation | 16,045 | CUYD | 7.25 | 116,326.25 | 8.00 | 128,360.00 | 8.00 | 128,360.00 |
| 0011 | 203-02-00100 | Drainage Excavation | 10,983.7 | CUYD | 10.00 | 109,837.00 | 9.00 | 98,853.30 | 10.00 | 109,837.00 |
| 0012 | 203-03-00100 | Embankment | 30,862.1 | CUYD | 18.00 | 555,517.80 | 14.50 | 447,500.45 | 15.00 | 462,931.50 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 78 | EACH | 155.00 | 12,090.00 | 100.00 | 7,800.00 | 100.00 | 7,800.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 10,429 | LNFT | 1.50 | 15,643.50 | 1.35 | 14,079.15 | 3.00 | 31,287.00 |
| 0015 | 302-02-04000 | Class II Base Course (8 1/2" Thick) | 17,600.3 | SQYD | 15.00 | 264,004.50 | 21.50 | 378,406.45 | 16.50 | 290,404.95 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | 26.4 | TON | 460.00 | 12,144.00 | 500.00 | 13,200.00 | 750.00 | 19,800.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 19 | CUYD | 120.00 | 2,280.00 | 100.00 | 1,900.00 | 100.00 | 1,900.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 40.00 | 8,000.00 | 65.00 | 13,000.00 | 50.00 | 10,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,794.9 | TON | 105.00 | 293,464.50 | 125.00 | 349,362.50 | 155.00 | 433,209.50 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 711.1 | TON | 135.00 | 95,998.50 | 175.00 | 124,442.50 | 180.00 | 127,998.00 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 667 | SQYD | 6.00 | 4,002.00 | 22.00 | 14,674.00 | 30.00 | 20,010.00 |
| 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -28 | CUYD | 1.00 | -28.00 | 0.01 | -0.28 | 0.00 | 0.00 |
| 0023 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 64 | LNFT | 75.00 | 4,800.00 | 110.00 | 7,040.00 | 100.00 | 6,400.00 |
| 0024 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 444 | LNFT | 60.00 | 26,640.00 | 60.00 | 26,640.00 | 70.00 | 31,080.00 |
| 0025 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,400.00 | 3,400.00 | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 1,425 | LNFT | 16.00 | 22,800.00 | 22.00 | 31,350.00 | 21.50 | 30,637.50 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 57.00 | 22,800.00 | 65.00 | 26,000.00 | 65.00 | 26,000.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,300.00 | 36,800.00 | 2,250.00 | 36,000.00 | 2,250.00 | 36,000.00 |
| 0029 | 705-01-00100 | Barbed Wire Fence | 730 | LNFT | 7.00 | 5,110.00 | 7.50 | 5,475.00 | 10.00 | 7,300.00 |
| 0030 | 706-02-00200 | Concrete Drive (6" Thick) | 135.3 | SQYD | 76.00 | 10,282.80 | 85.00 | 11,500.50 | 125.00 | 16,912.50 |
| 0031 | 708-01-00100 | Right-of-Way Monument | 31 | EACH | 210.00 | 6,510.00 | 175.00 | 5,425.00 | 350.00 | 10,850.00 |
| 0032 | 708-02-00100 | Right-of-Way Monument Witness Post | 31 | EACH | 210.00 | 6,510.00 | 175.00 | 5,425.00 | 200.00 | 6,200.00 |
| 0033 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 1,881.2 | SQYD | 48.00 | 90,297.60 | 65.00 | 122,278.00 | 65.00 | 122,278.00 |
| 0034 | 711-04-00100 | Geotextile Fabric | 1,881.2 | SQYD | 1.50 | 2,821.80 | 3.50 | 6,584.20 | 5.00 | 9,406.00 |
| 0035 | 712-04-00100 | Flexible Revetment | 5,539.4 | SQYD | 39.00 | 216,036.60 | 58.00 | 321,285.20 | 70.00 | 387,758.00 |
| 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 |
| 0037 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.196 | MILE | 350.00 | 418.60 | 1,000.00 | 1,196.00 | 225.00 | 269.10 |
| 0038 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.196 | MILE | 350.00 | 418.60 | 600.00 | 717.60 | 225.00 | 269.10 |
| 0039 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.435 | MILE | 500.00 | 1,717.50 | 800.00 | 2,748.00 | 450.00 | 1,545.75 |
| 0040 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 227 | EACH | 6.25 | 1,418.75 | 7.50 | 1,702.50 | 10.00 | 2,270.00 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | 27.2 | TON | 625.00 | 17,000.00 | 500.00 | 13,600.00 | 750.00 | 20,400.00 |
| 0042 | 717-01-00100 | Seeding | 1,088 | LB | 8.00 | 8,704.00 | 8.50 | 9,248.00 | 12.50 | 13,600.00 |
| 0043 | 718-01-00100 | Fertilizer | 13,600 | LB | 0.50 | 6,800.00 | 0.55 | 7,480.00 | 1.00 | 13,600.00 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 5,317 | SQYD | 1.30 | 6,912.10 | 1.65 | 8,773.05 | 3.00 | 15,951.00 |
| 0045 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 317 | SQYD | 3.00 | 951.00 | 5.00 | 1,585.00 | 4.00 | 1,268.00 |
| 0046 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 2,795 | SQYD | 2.75 | 7,686.25 | 2.00 | 5,590.00 | 5.00 | 13,975.00 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 8,500.00 | 8,500.00 | 20,000.00 | 20,000.00 |
| 0048 | 726-01-00100 | Bedding Material | 49.9 | CUYD | 115.00 | 5,738.50 | 125.00 | 6,237.50 | 100.00 | 4,990.00 |
| 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 420,000.00 | 420,000.00 | 400,000.00 | 400,000.00 | 560,000.00 | 560,000.00 |
| 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 50.00 | 200.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 70.00 | 1,120.00 | 125.00 | 2,000.00 | 100.00 | 1,600.00 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | 227 | EACH | 6.25 | 1,418.75 | 8.00 | 1,816.00 | 7.00 | 1,589.00 |
| 0053 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.435 | MILE | 2,900.00 | 9,961.50 | 3,500.00 | 12,022.50 | 3,000.00 | 10,305.00 |
| 0054 | 735-01-00100 | Mailboxes | 1 | EACH | 12.00 | 12.00 | 150.00 | 150.00 | 100.00 | 100.00 |
| 0055 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 650.00 | 650.00 | 150.00 | 150.00 | 100.00 | 100.00 |
| 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 23,500.00 | 23,500.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 |
| 0057 | 804-01-00300 | Precast Concrete Piles (16") | 6,461 | LNFT | 69.00 | 445,809.00 | 62.00 | 400,582.00 | 65.00 | 419,965.00 |
| 0058 | 804-05-00300 | Precast Concrete Test Piles (16") | 2 | EACH | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 | 35,000.00 | 70,000.00 |
| 0059 | 804-09-00100 | Loading Test Piles | 2 | EACH | 30,000.00 | 60,000.00 | 10,000.00 | 20,000.00 | 1.00 | 2.00 |
| 0060 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 6,000.00 | 12,000.00 | 500.00 | 1,000.00 | 1.00 | 2.00 |
| 0061 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 4,000.00 | 8,000.00 | 500.00 | 1,000.00 | 1.00 | 2.00 |
| 0062 | 804-12-00100 | Loading Permanent Piles | 4 | EACH | 3,500.00 | 14,000.00 | 1.00 | 4.00 | 1.00 | 4.00 |
| 0063 | 804-17-00100 | Dynamic Monitoring | 22 | EACH | 350.00 | 7,700.00 | 1,250.00 | 27,500.00 | 750.00 | 16,500.00 |
| 0064 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.54 | CUYD | 1,250.00 | 49,425.00 | 1,200.00 | 47,448.00 | 1,250.00 | 49,425.00 |
| 0065 | 805-01-00700 | Class A Concrete (Bents) | 194.77 | CUYD | 1,100.00 | 214,247.00 | 750.00 | 146,077.50 | 1,100.00 | 214,247.00 |
| 0066 | 805-03-00100 | Class AA Concrete | 824 | CUYD | 625.00 | 515,000.00 | 700.00 | 576,800.00 | 950.00 | 782,800.00 |
| 0067 | 805-12-37000 | Reinforced Concrete Box Culverts (8' x 8') (Extension) | 48 | LNFT | 1,000.00 | 48,000.00 | 1,500.00 | 72,000.00 | 900.00 | 43,200.00 |
| 0068 | 806-01-00100 | Deformed Reinforcing Steel | 196,341 | LB | 0.75 | 147,255.75 | 0.95 | 186,523.95 | 1.00 | 196,341.00 |
| 0069 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,000 | LNFT | 60.00 | 60,000.00 | 65.00 | 65,000.00 | 80.00 | 80,000.00 |
| 0070 | 813-01-00100 | Concrete Approach Slabs | 1,315.52 | SQYD | 210.00 | 276,259.20 | 210.00 | 276,259.20 | 235.00 | 309,147.20 |
| 0071 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 280 | LNFT | 5.00 | 1,400.00 | 5.00 | 1,400.00 | 12.00 | 3,360.00 |
| 0072 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 838 | INLF | 4.00 | 3,352.00 | 1.50 | 1,257.00 | 5.00 | 4,190.00 |
| CONTRACTOR TOTAL | 4,669,764.70 | 4,948,811.00 | 5,521,330.10 | |||||||