Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
WL Bass Construction Inc. | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
SPECIALTY TRACKHOE & DOZER SERV.INC |
| Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 77,000.00 | 77,000.00 | 300,000.00 | 300,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-00030 | Removal of BURIED WATER MAIN | 782 | LNFT | 4.00 | 3,128.00 | 5.00 | 3,910.00 | 11.25 | 8,797.50 |
| 0004 | 202-02-02020 | Removal of Asphalt Pavement | 2,565.7 | SQYD | 11.85 | 30,403.55 | 9.00 | 23,091.30 | 6.75 | 17,318.48 |
| 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS 10" SOIL CEMENT, SAND/CLAY/GRAVEL | 2,565.7 | SQYD | 2.00 | 5,131.40 | 10.00 | 25,657.00 | 6.75 | 17,318.48 |
| 0006 | 202-02-04501 | Removal of Bridge SLAB SPAN BRIDGE WITH TIMBER PILE | 6,378 | LUMP | 90,000.00 | 90,000.00 | 400,000.00 | 400,000.00 | 26,500.00 | 26,500.00 |
| 0007 | 202-02-12020 | Removal of Fence (Chain Link) | 346 | LNFT | 1.00 | 346.00 | 8.00 | 2,768.00 | 7.80 | 2,698.80 |
| 0008 | 202-02-14500 | Removal of Guard Rail | 1,551.9 | LNFT | 6.50 | 10,087.35 | 8.00 | 12,415.20 | 8.75 | 13,579.13 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 232,000.00 | 232,000.00 | 130,000.00 | 130,000.00 | 275,500.00 | 275,500.00 |
| 0010 | 204-02-00100 | Temporary Hay Bales | 45 | EACH | 35.00 | 1,575.00 | 25.00 | 1,125.00 | 35.00 | 1,575.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 2,438 | LNFT | 3.00 | 7,314.00 | 2.50 | 6,095.00 | 2.50 | 6,095.00 |
| 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 7 | CUYD | 140.00 | 980.00 | 300.00 | 2,100.00 | 180.00 | 1,260.00 |
| 0013 | 302-02-08020 | Class II Base Course (8" Thick) (Crushed Stone) | 4,209.5 | SQYD | 36.50 | 153,646.75 | 26.00 | 109,447.00 | 23.00 | 96,818.50 |
| 0014 | 302-02-12010 | Class II Base Course (12" Thick) (Soil Cement) | 2,720.6 | SQYD | 26.00 | 70,735.60 | 18.00 | 48,970.80 | 15.00 | 40,809.00 |
| 0015 | 304-01-00100 | Lime | 1.42 | TON | 750.00 | 1,065.00 | 5,000.00 | 7,100.00 | 275.00 | 390.50 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | 100 | SQYD | 8.00 | 800.00 | 23.00 | 2,300.00 | 10.00 | 1,000.00 |
| 0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | 4.2 | CUYD | 105.00 | 441.00 | 170.00 | 714.00 | 210.00 | 882.00 |
| 0018 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 65.00 | 6,500.00 | 120.00 | 12,000.00 | 65.00 | 6,500.00 |
| 0019 | 502-01-00100 | Asphalt Concrete | 1,124.8 | TON | 135.00 | 151,848.00 | 135.00 | 151,848.00 | 135.00 | 151,848.00 |
| 0020 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 116 | LNFT | 100.00 | 11,600.00 | 120.00 | 13,920.00 | 63.00 | 7,308.00 |
| 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 100 | LNFT | 15.00 | 1,500.00 | 4.00 | 400.00 | 10.00 | 1,000.00 |
| 0022 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 | 97.00 | 9,700.00 | 85.00 | 8,500.00 |
| 0024 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,500.00 | 14,000.00 | 3,300.00 | 13,200.00 | 3,400.00 | 13,600.00 |
| 0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 650.00 | 650.00 | 650.00 | 650.00 | 1,000.00 | 1,000.00 |
| 0026 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 346 | LNFT | 35.00 | 12,110.00 | 35.00 | 12,110.00 | 30.00 | 10,380.00 |
| 0027 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 2,085 | SQYD | 65.00 | 135,525.00 | 60.00 | 125,100.00 | 45.00 | 93,825.00 |
| 0028 | 711-04-00100 | Geotextile Fabric | 2,085 | SQYD | 1.81 | 3,773.85 | 3.00 | 6,255.00 | 1.50 | 3,127.50 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 | 10,000.00 | 10,000.00 |
| 0030 | 714-01-00100 | Slab Sodding (Bermuda Grass) | 2,022 | SQYD | 6.75 | 13,648.50 | 5.50 | 11,121.00 | 6.50 | 13,143.00 |
| 0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 470 | SQYD | 3.50 | 1,645.00 | 2.00 | 940.00 | 3.50 | 1,645.00 |
| 0032 | 726-01-00100 | Bedding Material | 10.5 | CUYD | 145.00 | 1,522.50 | 120.00 | 1,260.00 | 120.00 | 1,260.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 490,000.00 | 490,000.00 | 500,000.00 | 500,000.00 | 415,000.00 | 415,000.00 |
| 0034 | 735-01-00100 | Mailboxes | 1 | EACH | 25.00 | 25.00 | 20.00 | 20.00 | 150.00 | 150.00 |
| 0035 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 150.00 | 150.00 | 350.00 | 350.00 | 175.00 | 175.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 |
| 0037 | 802-01-00202 | Structural Excavation (Type) FOOTINGS | 4,000 | CUYD | 24.00 | 96,000.00 | 30.00 | 120,000.00 | 7.00 | 28,000.00 |
| 0038 | 804-01-00600 | Precast Concrete Piles (24") | 3,344 | LNFT | 170.00 | 568,480.00 | 150.00 | 501,600.00 | 242.00 | 809,248.00 |
| 0039 | 804-10-00600 | Precast Concrete Indicator Piles (24") | 1 | EACH | 22,000.00 | 22,000.00 | 200,000.00 | 200,000.00 | 22,500.00 | 22,500.00 |
| 0040 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 750.00 | 5,250.00 | 1,500.00 | 10,500.00 | 500.00 | 3,500.00 |
| 0041 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 |
| 0042 | 804-18-00100 | Vibration Monitoring | 20 | DAY | 250.00 | 5,000.00 | 700.00 | 14,000.00 | 2,000.00 | 40,000.00 |
| 0043 | 805-01-00500 | Class A1 Concrete (Footing) | 417.76 | CUYD | 350.00 | 146,216.00 | 550.00 | 229,768.00 | 1,050.00 | 438,648.00 |
| 0044 | 805-01-00600 | Class A1 Concrete (Retaining Wall) | 452.04 | CUYD | 750.00 | 339,030.00 | 1,250.00 | 565,050.00 | 1,726.00 | 780,221.04 |
| 0045 | 805-12-00900 | Bridge Superstructure and Substructure 40' CLEAR ROADWAY, 90 DEG. CROSSING | 9,350 | SQFT | 150.00 | 1,402,500.00 | 80.00 | 748,000.00 | 117.50 | 1,098,625.00 |
| 0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 11,942 | SQFT | 1.50 | 17,913.00 | 1.00 | 11,942.00 | 2.50 | 29,855.00 |
| 0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 11,942 | SQFT | 2.00 | 23,884.00 | 5.00 | 59,710.00 | 3.00 | 35,826.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 143,275 | LB | 1.50 | 214,912.50 | 1.30 | 186,257.50 | 1.05 | 150,438.75 |
| 0049 | 810-01-00200 | Concrete Bridge Railing (Slotted) ON RETAINING WALLS | 1,560 | LNFT | 130.00 | 202,800.00 | 100.00 | 156,000.00 | 105.00 | 163,800.00 |
| 0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 90.00 | 288,000.00 | 60.00 | 192,000.00 | 93.50 | 299,200.00 |
| 0051 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 173 | INLF | 8.00 | 1,384.00 | 5.00 | 865.00 | 5.00 | 865.00 |
| | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 4,987,521.00 | | 5,080,259.80 | | 5,243,230.68 |