Bid Tabulations
Letting of
07/24/2013
LA DOTD Headquarters
| Lead Project: H.000397.6 | |
| Parish: Bossier | |
| Routes: LA 3 | |
| Description: UNION PACIFIC RAILROAD OVERPASS NEAR BENTON | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASHPALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $10,664,304.18 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $8,697,759.56 |
| 2 | 39462 | Jb James Construction Llc | $9,470,604.23 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $9,535,821.15 |
| 4 | 14422 | T. L. Wallace Construction, Inc. | $10,243,497.11 |
| 5 | 00755 | L & A Contracting Co. | $10,834,907.90 |
| 6 | 39670 | Eutaw Construction Co. Inc. | $11,158,591.74 |
| 7 | 12135 | Blount Bros. Construction, LLC | $12,834,479.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Jb James Construction Llc |
- 3 - Gilchrist Construction Co. LLC |
- 4 - T. L. Wallace Construction, Inc. |
||||
| 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 | 125,000.00 | 125,000.00 | 420,000.00 | 420,000.00 | 75,000.00 | 75,000.00 | 250,000.00 | 250,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 52,000.00 | 52,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 216 | SQYD | 5.35 | 1,155.60 | 13.00 | 2,808.00 | 8.00 | 1,728.00 | 10.30 | 2,224.80 |
| 0004 | 202-02-04000 | Removal of Bridge STA 62+03.64, 24' X 314', STEEL I-BEAM BRIDGE ON EXIST. ALIGN. | 1 | EACH | 66,000.00 | 66,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 156,000.00 | 156,000.00 |
| 0005 | 202-02-06020 | Removal of Concrete Box Culverts 4-4'X4'X66' RCB | 1 | EACH | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 | 3,500.00 | 3,500.00 | 7,730.00 | 7,730.00 |
| 0006 | 202-02-06020 | Removal of Concrete Box Culverts 4-4'X4'X40' RCB | 1 | EACH | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 | 3,500.00 | 3,500.00 | 5,160.00 | 5,160.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 102 | SQYD | 9.00 | 918.00 | 12.00 | 1,224.00 | 10.00 | 1,020.00 | 10.30 | 1,050.60 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 12,923 | SQYD | 2.50 | 32,307.50 | 5.00 | 64,615.00 | 6.00 | 77,538.00 | 7.20 | 93,045.60 |
| 0009 | 203-01-00100 | General Excavation | 124,270 | CUYD | 1.25 | 155,337.50 | 4.50 | 559,215.00 | 5.00 | 621,350.00 | 6.20 | 770,474.00 |
| 0010 | 203-03-00100 | Embankment | 72,982 | CUYD | 9.00 | 656,838.00 | 11.00 | 802,802.00 | 13.50 | 985,257.00 | 12.35 | 901,327.70 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 75.00 | 1,200.00 | 80.00 | 1,280.00 | 195.00 | 3,120.00 | 155.00 | 2,480.00 |
| 0012 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 25 | EACH | 200.00 | 5,000.00 | 800.00 | 20,000.00 | 450.00 | 11,250.00 | 258.00 | 6,450.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 9,400 | LNFT | 2.00 | 18,800.00 | 1.80 | 16,920.00 | 1.50 | 14,100.00 | 1.70 | 15,980.00 |
| 0014 | 204-07-00100 | Temporary Stone Construction Entrance | 1 | EACH | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 3,610.00 | 3,610.00 |
| 0015 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 6,536.2 | SQYD | 14.00 | 91,506.80 | 11.00 | 71,898.20 | 12.50 | 81,702.50 | 9.30 | 60,786.66 |
| 0016 | 302-02-02561 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,469.1 | SQYD | 17.00 | 109,974.70 | 16.00 | 103,505.60 | 17.00 | 109,974.70 | 9.30 | 60,162.63 |
| 0017 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 13,005.3 | SQYD | 10.00 | 130,053.00 | 10.00 | 130,053.00 | 12.50 | 162,566.25 | 8.25 | 107,293.73 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) | 92.19 | TON | 375.00 | 34,571.25 | 450.00 | 41,485.50 | 310.00 | 28,578.90 | 258.00 | 23,785.02 |
| 0019 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 40.00 | 2,000.00 | 80.00 | 4,000.00 | 65.00 | 3,250.00 | 103.00 | 5,150.00 |
| 0020 | 502-01-00100 | Superpave Asphaltic Concrete | 4,525.72 | TON | 118.00 | 534,034.96 | 120.00 | 543,086.40 | 115.00 | 520,457.80 | 106.00 | 479,726.32 |
| 0021 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 648.9 | TON | 128.00 | 83,059.20 | 130.00 | 84,357.00 | 165.00 | 107,068.50 | 111.00 | 72,027.90 |
| 0022 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,567 | SQYD | 2.25 | 5,775.75 | 4.00 | 10,268.00 | 5.00 | 12,835.00 | 3.60 | 9,241.20 |
| 0023 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 380 | LNFT | 56.00 | 21,280.00 | 50.00 | 19,000.00 | 50.00 | 19,000.00 | 55.65 | 21,147.00 |
| 0024 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 182 | LNFT | 98.00 | 17,836.00 | 90.00 | 16,380.00 | 98.00 | 17,836.00 | 180.00 | 32,760.00 |
| 0025 | 704-03-00100 | Blocked Out Guard Rail | 343.75 | LNFT | 15.00 | 5,156.25 | 19.00 | 6,531.25 | 16.00 | 5,500.00 | 15.45 | 5,310.94 |
| 0026 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 50.00 | 5,000.00 | 75.00 | 7,500.00 | 52.00 | 5,200.00 | 51.55 | 5,155.00 |
| 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 2,600.00 | 5,200.00 | 2,580.00 | 5,160.00 |
| 0028 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,700.00 | 5,400.00 | 2,500.00 | 5,000.00 | 4,200.00 | 8,400.00 | 2,780.00 | 5,560.00 |
| 0029 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 1,200.00 | 1,200.00 | 600.00 | 600.00 | 1,300.00 | 1,300.00 | 907.00 | 907.00 |
| 0030 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,800.00 | 1,800.00 | 1,200.00 | 1,200.00 | 2,000.00 | 2,000.00 | 1,130.00 | 1,130.00 |
| 0031 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 382 | LNFT | 23.00 | 8,786.00 | 20.00 | 7,640.00 | 25.00 | 9,550.00 | 22.70 | 8,671.40 |
| 0032 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 405 | LNFT | 26.00 | 10,530.00 | 25.00 | 10,125.00 | 28.00 | 11,340.00 | 28.35 | 11,481.75 |
| 0033 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 430 | LNFT | 79.00 | 33,970.00 | 35.00 | 15,050.00 | 89.00 | 38,270.00 | 85.05 | 36,571.50 |
| 0034 | 706-02-00200 | Concrete Drive (6" Thick) | 164 | SQYD | 60.00 | 9,840.00 | 65.00 | 10,660.00 | 70.00 | 11,480.00 | 67.00 | 10,988.00 |
| 0035 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 15 | SQYD | 115.00 | 1,725.00 | 100.00 | 1,500.00 | 290.00 | 4,350.00 | 103.00 | 1,545.00 |
| 0036 | 708-01-00100 | Right-of-Way Monument | 35 | EACH | 200.00 | 7,000.00 | 150.00 | 5,250.00 | 200.00 | 7,000.00 | 144.00 | 5,040.00 |
| 0037 | 708-02-00100 | Right-of-Way Monument Witness Post | 35 | EACH | 125.00 | 4,375.00 | 50.00 | 1,750.00 | 200.00 | 7,000.00 | 51.55 | 1,804.25 |
| 0038 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 100 | SQYD | 40.00 | 4,000.00 | 60.00 | 6,000.00 | 50.00 | 5,000.00 | 206.00 | 20,600.00 |
| 0039 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 3.00 | 300.00 | 3.00 | 300.00 | 5.00 | 500.00 | 5.15 | 515.00 |
| 0040 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 318 | SQYD | 60.00 | 19,080.00 | 54.00 | 17,172.00 | 85.00 | 27,030.00 | 103.00 | 32,754.00 |
| 0041 | 712-04-00100 | Flexible Revetment | 2,470 | SQYD | 51.00 | 125,970.00 | 45.00 | 111,150.00 | 60.00 | 148,200.00 | 64.95 | 160,426.50 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 27,000.00 | 27,000.00 |
| 0043 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 12,852 | LNFT | 0.15 | 1,927.80 | 0.17 | 2,184.84 | 0.15 | 1,927.80 | 0.15 | 1,927.80 |
| 0044 | 716-01-00100 | Mulch (Vegetative) | 96.4 | TON | 600.00 | 57,840.00 | 600.00 | 57,840.00 | 650.00 | 62,660.00 | 595.00 | 57,358.00 |
| 0045 | 717-01-00100 | Seeding | 1,928 | LB | 10.00 | 19,280.00 | 10.00 | 19,280.00 | 11.00 | 21,208.00 | 10.25 | 19,762.00 |
| 0046 | 718-01-00100 | Fertilizer | 48,200 | LB | 0.45 | 21,690.00 | 0.45 | 21,690.00 | 0.45 | 21,690.00 | 0.40 | 19,280.00 |
| 0047 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,422 | SQYD | 1.00 | 1,422.00 | 1.10 | 1,564.20 | 1.30 | 1,848.60 | 1.20 | 1,706.40 |
| 0048 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 5,934 | SQYD | 1.50 | 8,901.00 | 1.60 | 9,494.40 | 1.45 | 8,604.30 | 1.30 | 7,714.20 |
| 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 222 | SQYD | 3.00 | 666.00 | 3.00 | 666.00 | 6.00 | 1,332.00 | 5.55 | 1,232.10 |
| 0050 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 16,900.00 | 16,900.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 0051 | 726-01-00100 | Bedding Material | 80.3 | CUYD | 65.00 | 5,219.50 | 70.00 | 5,621.00 | 120.00 | 9,636.00 | 103.00 | 8,270.90 |
| 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 850,000.00 | 850,000.00 | 920,000.00 | 920,000.00 | 900,000.00 | 900,000.00 | 900,000.00 | 900,000.00 |
| 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 75.00 | 750.00 | 80.00 | 800.00 | 85.00 | 850.00 | 77.30 | 773.00 |
| 0054 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 2,300.00 | 2,300.00 | 2,060.00 | 2,060.00 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 121 | EACH | 5.00 | 605.00 | 10.00 | 1,210.00 | 13.00 | 1,573.00 | 5.15 | 623.15 |
| 0056 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.681 | MILE | 2,500.00 | 9,202.50 | 2,800.00 | 10,306.80 | 3,200.00 | 11,779.20 | 2,580.00 | 9,496.98 |
| 0057 | 735-01-00100 | Mailboxes | 9 | EACH | 12.00 | 108.00 | 12.00 | 108.00 | 13.00 | 117.00 | 51.55 | 463.95 |
| 0058 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 98.00 | 882.00 | 100.00 | 900.00 | 115.00 | 1,035.00 | 103.00 | 927.00 |
| 0059 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | 95,000.00 | 95,000.00 |
| 0060 | 802-02-00100 | Structural Excavation for Intermediate Bents | 397.9 | CUYD | 22.00 | 8,753.80 | 35.00 | 13,926.50 | 25.00 | 9,947.50 | 8.65 | 3,441.84 |
| 0061 | 804-01-00200 | Precast Concrete Piles (14") | 3,676 | LNFT | 41.00 | 150,716.00 | 42.00 | 154,392.00 | 42.00 | 154,392.00 | 50.30 | 184,902.80 |
| 0062 | 804-01-00700 | Precast Concrete Piles (30") | 3,850 | LNFT | 115.00 | 442,750.00 | 125.00 | 481,250.00 | 128.00 | 492,800.00 | 144.00 | 554,400.00 |
| 0063 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 53,000.00 | 53,000.00 |
| 0064 | 804-17-00100 | Dynamic Monitoring | 10 | EACH | 1,300.00 | 13,000.00 | 600.00 | 6,000.00 | 500.00 | 5,000.00 | 3,260.00 | 32,600.00 |
| 0065 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.45 | CUYD | 1,200.00 | 17,340.00 | 1,250.00 | 18,062.50 | 1,300.00 | 18,785.00 | 1,240.00 | 17,918.00 |
| 0066 | 805-01-00500 | Class A Concrete (Footings) | 148.48 | CUYD | 200.00 | 29,696.00 | 350.00 | 51,968.00 | 300.00 | 44,544.00 | 570.00 | 84,633.60 |
| 0067 | 805-01-00700 | Class A Concrete (Bents) | 560.93 | CUYD | 475.00 | 266,441.75 | 580.00 | 325,339.40 | 800.00 | 448,744.00 | 646.00 | 362,360.78 |
| 0068 | 805-04-00100 | Class AA(M) Concrete | 1,673.63 | CUYD | 500.00 | 836,815.00 | 620.00 | 1,037,650.60 | 550.00 | 920,496.50 | 605.00 | 1,012,546.15 |
| 0069 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 5,467.5 | LNFT | 125.00 | 683,437.50 | 120.00 | 656,100.00 | 120.00 | 656,100.00 | 120.00 | 656,100.00 |
| 0070 | 805-11-00100 | Strip Seal Joints | 240 | LNFT | 130.00 | 31,200.00 | 135.00 | 32,400.00 | 135.00 | 32,400.00 | 245.00 | 58,800.00 |
| 0071 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 352 | LNFT | 220.00 | 77,440.00 | 220.00 | 77,440.00 | 245.00 | 86,240.00 | 261.00 | 91,872.00 |
| 0072 | 806-01-00100 | Deformed Reinforcing Steel | 836,714 | LB | 0.80 | 669,371.20 | 0.86 | 719,574.04 | 0.70 | 585,699.80 | 0.85 | 711,206.90 |
| 0073 | 807-08-00100 | Structural Metalwork AASHTO M270, GRADE 36 | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0074 | 807-08-00100 | Structural Metalwork AASHTO M270, GRADE 50W | 1 | LUMP | 1,563,000.00 | 1,563,000.00 | 1,000,000.00 | 1,000,000.00 | 1,100,000.00 | 1,100,000.00 | 1,250,000.00 | 1,250,000.00 |
| 0075 | 810-01-00100 | Concrete Railing (Standard Barrier) | 452 | LNFT | 44.00 | 19,888.00 | 54.00 | 24,408.00 | 60.00 | 27,120.00 | 67.50 | 30,510.00 |
| 0076 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 2,622 | LNFT | 50.00 | 131,100.00 | 56.00 | 146,832.00 | 60.00 | 157,320.00 | 61.30 | 160,728.60 |
| 0077 | 813-01-00100 | Concrete Approach Slabs | 355 | SQYD | 210.00 | 74,550.00 | 200.00 | 71,000.00 | 210.00 | 74,550.00 | 214.00 | 75,970.00 |
| 0078 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 76 | LNFT | 1.00 | 76.00 | 6.00 | 456.00 | 17.00 | 1,292.00 | 25.75 | 1,957.00 |
| 0079 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 28 | INLF | 1.00 | 28.00 | 5.00 | 140.00 | 35.00 | 980.00 | 25.75 | 721.00 |
| 0080 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 1.164 | MILE | 500.00 | 582.00 | 3,500.00 | 4,074.00 | 1,200.00 | 1,396.80 | 515.00 | 599.46 |
| 0081 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 65,000.00 | 65,000.00 | 45,000.00 | 45,000.00 | 52,000.00 | 52,000.00 | 63,000.00 | 63,000.00 |
| 0082 | NS-800-00160 | Steel Finger Joints | 80 | LNFT | 2,000.00 | 160,000.00 | 1,800.00 | 144,000.00 | 2,400.00 | 192,000.00 | 2,030.00 | 162,400.00 |
| 0083 | NS-800-00241 | Bearing Pads (Elastomeric) | 20 | EACH | 1,265.00 | 25,300.00 | 900.00 | 18,000.00 | 1,200.00 | 24,000.00 | 1,100.00 | 22,000.00 |
| CONTRACTOR TOTAL | 8,697,759.56 | 9,470,604.23 | 9,535,821.15 | 10,243,497.11 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - L & A Contracting Co. |
- 6 - Eutaw Construction Co. Inc. |
- 7 - Blount Bros. Construction, LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 330,000.00 | 330,000.00 | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 216 | SQYD | 11.00 | 2,376.00 | 7.76 | 1,676.16 | 6.00 | 1,296.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 62+03.64, 24' X 314', STEEL I-BEAM BRIDGE ON EXIST. ALIGN. | 1 | EACH | 350,000.00 | 350,000.00 | 120,000.00 | 120,000.00 | 150,000.00 | 150,000.00 |
| 0005 | 202-02-06020 | Removal of Concrete Box Culverts 4-4'X4'X66' RCB | 1 | EACH | 8,800.00 | 8,800.00 | 16,000.00 | 16,000.00 | 14,000.00 | 14,000.00 |
| 0006 | 202-02-06020 | Removal of Concrete Box Culverts 4-4'X4'X40' RCB | 1 | EACH | 5,775.00 | 5,775.00 | 9,675.00 | 9,675.00 | 10,000.00 | 10,000.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 102 | SQYD | 11.55 | 1,178.10 | 12.00 | 1,224.00 | 10.00 | 1,020.00 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 12,923 | SQYD | 8.25 | 106,614.75 | 6.00 | 77,538.00 | 8.00 | 103,384.00 |
| 0009 | 203-01-00100 | General Excavation | 124,270 | CUYD | 6.75 | 838,822.50 | 5.75 | 714,552.50 | 5.00 | 621,350.00 |
| 0010 | 203-03-00100 | Embankment | 72,982 | CUYD | 11.80 | 861,187.60 | 11.00 | 802,802.00 | 12.00 | 875,784.00 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 82.50 | 1,320.00 | 200.00 | 3,200.00 | 250.00 | 4,000.00 |
| 0012 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 25 | EACH | 550.00 | 13,750.00 | 375.00 | 9,375.00 | 500.00 | 12,500.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 9,400 | LNFT | 5.50 | 51,700.00 | 3.00 | 28,200.00 | 2.00 | 18,800.00 |
| 0014 | 204-07-00100 | Temporary Stone Construction Entrance | 1 | EACH | 4,042.50 | 4,042.50 | 3,350.00 | 3,350.00 | 5,000.00 | 5,000.00 |
| 0015 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 6,536.2 | SQYD | 10.40 | 67,976.48 | 11.00 | 71,898.20 | 9.00 | 58,825.80 |
| 0016 | 302-02-02561 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,469.1 | SQYD | 10.40 | 67,278.64 | 18.00 | 116,443.80 | 15.00 | 97,036.50 |
| 0017 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 13,005.3 | SQYD | 9.24 | 120,168.97 | 12.00 | 156,063.60 | 9.00 | 117,047.70 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) | 92.19 | TON | 290.00 | 26,735.10 | 600.00 | 55,314.00 | 350.00 | 32,266.50 |
| 0019 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 115.50 | 5,775.00 | 105.26 | 5,263.00 | 100.00 | 5,000.00 |
| 0020 | 502-01-00100 | Superpave Asphaltic Concrete | 4,525.72 | TON | 118.25 | 535,166.39 | 120.00 | 543,086.40 | 130.00 | 588,343.60 |
| 0021 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 648.9 | TON | 124.50 | 80,788.05 | 150.00 | 97,335.00 | 150.00 | 97,335.00 |
| 0022 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,567 | SQYD | 4.00 | 10,268.00 | 5.00 | 12,835.00 | 5.00 | 12,835.00 |
| 0023 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 380 | LNFT | 55.00 | 20,900.00 | 28.25 | 10,735.00 | 45.00 | 17,100.00 |
| 0024 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 182 | LNFT | 93.50 | 17,017.00 | 67.25 | 12,239.50 | 125.00 | 22,750.00 |
| 0025 | 704-03-00100 | Blocked Out Guard Rail | 343.75 | LNFT | 24.15 | 8,301.56 | 15.00 | 5,156.25 | 40.00 | 13,750.00 |
| 0026 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 82.50 | 8,250.00 | 50.00 | 5,000.00 | 80.00 | 8,000.00 |
| 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 |
| 0028 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,750.00 | 5,500.00 | 2,700.00 | 5,400.00 | 2,500.00 | 5,000.00 |
| 0029 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 1,320.00 | 1,320.00 | 1,000.00 | 1,000.00 | 900.00 | 900.00 |
| 0030 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,980.00 | 1,980.00 | 2,000.00 | 2,000.00 | 1,600.00 | 1,600.00 |
| 0031 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 382 | LNFT | 25.30 | 9,664.60 | 40.00 | 15,280.00 | 25.00 | 9,550.00 |
| 0032 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 405 | LNFT | 28.60 | 11,583.00 | 50.00 | 20,250.00 | 31.00 | 12,555.00 |
| 0033 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 430 | LNFT | 86.90 | 37,367.00 | 65.00 | 27,950.00 | 50.00 | 21,500.00 |
| 0034 | 706-02-00200 | Concrete Drive (6" Thick) | 164 | SQYD | 60.50 | 9,922.00 | 56.00 | 9,184.00 | 65.00 | 10,660.00 |
| 0035 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 15 | SQYD | 44.00 | 660.00 | 192.00 | 2,880.00 | 60.00 | 900.00 |
| 0036 | 708-01-00100 | Right-of-Way Monument | 35 | EACH | 154.00 | 5,390.00 | 140.00 | 4,900.00 | 300.00 | 10,500.00 |
| 0037 | 708-02-00100 | Right-of-Way Monument Witness Post | 35 | EACH | 55.00 | 1,925.00 | 50.00 | 1,750.00 | 300.00 | 10,500.00 |
| 0038 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 100 | SQYD | 66.00 | 6,600.00 | 30.50 | 3,050.00 | 50.00 | 5,000.00 |
| 0039 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 3.30 | 330.00 | 8.17 | 817.00 | 3.00 | 300.00 |
| 0040 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 318 | SQYD | 49.50 | 15,741.00 | 142.00 | 45,156.00 | 55.00 | 17,490.00 |
| 0041 | 712-04-00100 | Flexible Revetment | 2,470 | SQYD | 66.00 | 163,020.00 | 45.00 | 111,150.00 | 55.00 | 135,850.00 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 7,850.00 | 7,850.00 | 20,000.00 | 20,000.00 |
| 0043 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 12,852 | LNFT | 0.17 | 2,184.84 | 0.15 | 1,927.80 | 1.00 | 12,852.00 |
| 0044 | 716-01-00100 | Mulch (Vegetative) | 96.4 | TON | 660.00 | 63,624.00 | 600.00 | 57,840.00 | 700.00 | 67,480.00 |
| 0045 | 717-01-00100 | Seeding | 1,928 | LB | 11.00 | 21,208.00 | 15.00 | 28,920.00 | 10.00 | 19,280.00 |
| 0046 | 718-01-00100 | Fertilizer | 48,200 | LB | 0.50 | 24,100.00 | 0.55 | 26,510.00 | 1.00 | 48,200.00 |
| 0047 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,422 | SQYD | 1.10 | 1,564.20 | 1.50 | 2,133.00 | 2.00 | 2,844.00 |
| 0048 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 5,934 | SQYD | 1.65 | 9,791.10 | 1.75 | 10,384.50 | 2.00 | 11,868.00 |
| 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 222 | SQYD | 3.30 | 732.60 | 3.00 | 666.00 | 2.00 | 444.00 |
| 0050 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 24,500.00 | 24,500.00 | 30,000.00 | 30,000.00 |
| 0051 | 726-01-00100 | Bedding Material | 80.3 | CUYD | 121.00 | 9,716.30 | 80.00 | 6,424.00 | 75.00 | 6,022.50 |
| 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 1,100,000.00 | 1,100,000.00 | 1,000,000.00 | 1,000,000.00 | 500,000.00 | 500,000.00 |
| 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 82.50 | 825.00 | 75.00 | 750.00 | 200.00 | 2,000.00 |
| 0054 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 1,540.00 | 1,540.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 121 | EACH | 5.50 | 665.50 | 5.00 | 605.00 | 8.00 | 968.00 |
| 0056 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.681 | MILE | 2,750.00 | 10,122.75 | 2,500.00 | 9,202.50 | 3,000.00 | 11,043.00 |
| 0057 | 735-01-00100 | Mailboxes | 9 | EACH | 57.75 | 519.75 | 86.50 | 778.50 | 100.00 | 900.00 |
| 0058 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 115.50 | 1,039.50 | 200.00 | 1,800.00 | 150.00 | 1,350.00 |
| 0059 | 740-01-00100 | Construction Layout | 1 | LUMP | 175,000.00 | 175,000.00 | 150,000.00 | 150,000.00 | 125,000.00 | 125,000.00 |
| 0060 | 802-02-00100 | Structural Excavation for Intermediate Bents | 397.9 | CUYD | 12.40 | 4,933.96 | 12.00 | 4,774.80 | 50.00 | 19,895.00 |
| 0061 | 804-01-00200 | Precast Concrete Piles (14") | 3,676 | LNFT | 35.00 | 128,660.00 | 50.00 | 183,800.00 | 105.00 | 385,980.00 |
| 0062 | 804-01-00700 | Precast Concrete Piles (30") | 3,850 | LNFT | 85.00 | 327,250.00 | 169.06 | 650,881.00 | 210.00 | 808,500.00 |
| 0063 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 12,573.00 | 12,573.00 | 22,000.00 | 22,000.00 | 2,500.00 | 2,500.00 |
| 0064 | 804-17-00100 | Dynamic Monitoring | 10 | EACH | 1,850.00 | 18,500.00 | 4,150.00 | 41,500.00 | 1,000.00 | 10,000.00 |
| 0065 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.45 | CUYD | 1,320.00 | 19,074.00 | 1,200.00 | 17,340.00 | 1,000.00 | 14,450.00 |
| 0066 | 805-01-00500 | Class A Concrete (Footings) | 148.48 | CUYD | 455.00 | 67,558.40 | 500.00 | 74,240.00 | 700.00 | 103,936.00 |
| 0067 | 805-01-00700 | Class A Concrete (Bents) | 560.93 | CUYD | 517.00 | 290,000.81 | 775.00 | 434,720.75 | 750.00 | 420,697.50 |
| 0068 | 805-04-00100 | Class AA(M) Concrete | 1,673.63 | CUYD | 630.00 | 1,054,386.90 | 800.00 | 1,338,904.00 | 800.00 | 1,338,904.00 |
| 0069 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 5,467.5 | LNFT | 108.30 | 592,130.25 | 140.00 | 765,450.00 | 170.00 | 929,475.00 |
| 0070 | 805-11-00100 | Strip Seal Joints | 240 | LNFT | 302.00 | 72,480.00 | 210.00 | 50,400.00 | 300.00 | 72,000.00 |
| 0071 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 352 | LNFT | 278.30 | 97,961.60 | 240.00 | 84,480.00 | 350.00 | 123,200.00 |
| 0072 | 806-01-00100 | Deformed Reinforcing Steel | 836,714 | LB | 1.00 | 836,714.00 | 0.82 | 686,105.48 | 1.50 | 1,255,071.00 |
| 0073 | 807-08-00100 | Structural Metalwork AASHTO M270, GRADE 36 | 1 | LUMP | 35,300.00 | 35,300.00 | 62,000.00 | 62,000.00 | 25,000.00 | 25,000.00 |
| 0074 | 807-08-00100 | Structural Metalwork AASHTO M270, GRADE 50W | 1 | LUMP | 1,350,000.00 | 1,350,000.00 | 1,400,000.00 | 1,400,000.00 | 2,200,000.00 | 2,200,000.00 |
| 0075 | 810-01-00100 | Concrete Railing (Standard Barrier) | 452 | LNFT | 71.50 | 32,318.00 | 64.00 | 28,928.00 | 130.00 | 58,760.00 |
| 0076 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 2,622 | LNFT | 73.70 | 193,241.40 | 57.50 | 150,765.00 | 130.00 | 340,860.00 |
| 0077 | 813-01-00100 | Concrete Approach Slabs | 355 | SQYD | 217.80 | 77,319.00 | 200.00 | 71,000.00 | 350.00 | 124,250.00 |
| 0078 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 76 | LNFT | 5.50 | 418.00 | 15.00 | 1,140.00 | 20.00 | 1,520.00 |
| 0079 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 28 | INLF | 110.00 | 3,080.00 | 20.00 | 560.00 | 12.00 | 336.00 |
| 0080 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 1.164 | MILE | 2,200.00 | 2,560.80 | 500.00 | 582.00 | 1,000.00 | 1,164.00 |
| 0081 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 70,500.00 | 70,500.00 | 95,000.00 | 95,000.00 | 125,000.00 | 125,000.00 |
| 0082 | NS-800-00160 | Steel Finger Joints | 80 | LNFT | 2,034.00 | 162,720.00 | 2,345.00 | 187,600.00 | 2,200.00 | 176,000.00 |
| 0083 | NS-800-00241 | Bearing Pads (Elastomeric) | 20 | EACH | 1,400.00 | 28,000.00 | 1,970.00 | 39,400.00 | 2,500.00 | 50,000.00 |
| CONTRACTOR TOTAL | 10,834,907.90 | 11,158,591.74 | 12,834,479.10 | |||||||