Site work and paving for a road / highway in Heppner, Oregon. Completed plans call for site work for a road / highway.

The project is separated into four (4) schedules, consisting of, but may not be limited to, the following total estimated unit cost quantities: SCHEDULE A - GENERAL ITEMS Mobilization, Lump Sum; Temporary Protection and Direction of Traffic, Lump Sum; Temporary Signs, 200 Sq. Ft.; Temporary Barricades, Type II, 10 Each; Temporary Barricades, Type III, 10 Each; Temporary Plastic Drums, 50 Each; Flaggers, 1500 Hours; Erosion Control, Lump Sum; Sediment Fence, 100 Ft.; Inlet Protection, Type 4, 10 Each; Sediment Barrier, Type 8, 250 Ft.. SCHEDULE B - MAY, GALE, W. WILLOW AND CHURCH STREETS Removal of Existing Retaining Walls, Lump Sum; Removal of Storm Drain Pipes, 1825 Ft.; Removal of Curbs, 3180 Ft.,; Removal of Walks & Driveways, 2350 Sq. Yds.; Removal of Inlets, 16 Each; Pavement/Concrete Saw Cutting, 605 Ft.; General Excavation, 6400 Cu. Yds.; 8" dia. PVC Storm Drain, 1383 Ft.; 10" dia. PVC Storm Drain, 326 Ft.; 12" dia. PVC Storm Drain, 796 Ft.; Catch Basins, Type G2, 24 Each; Storm Sewer Manholes, Standard, 4 Each; Adjustment of Manhole Lids, 1 Each; Aggregate Subbase, 5200 Tons; Aggregate Base (3/4"-0), 3150 Tons; HMAC, Level 3, 1/2" ACP, 2700 Tons; Concrete Curbs, Standard, 5370 Ft.; Concrete Driveways, 7476 Sq. Ft.; Standard Concrete Walks, 16470 Sq. Ft.; Stamped Concrete Walks, 7512 Sq. Ft.; ADA Compliant Pedestrian Ramps, 2114 Sq. Ft.; Bridge End Guard Rail, 3 Each; 4" Yellow, Broken Line, 650 Ft.; 12" White Pavement Bar, 1590 Sq. Ft. SCHEDULE C - N. CHASE, E. CENTER AND S. CHASE STREETS Removal of Existing Retaining Walls, Lump Sum; Removal of Storm Drain Pipes, 124 Ft.; Removal of Curbs, 12 Ft.; Removal of Walks & Driveways, 760 Sq. Yds.; Removal of Inlets, 2 Each; Pavement/Concrete Saw Cutting, 540 Ft.; General Excavation, 2680 Cu. Yds.; 8" dia. PVC Storm Drain, 132 Ft.; 10" dia. PVC Storm Drain, 464 Ft.; 12" dia. PVC Storm Drain, 12 Ft.; Catch Basins, Type G2, 7 Each; Storm Sewer Pollution Control Manhole, 1 Each; Adjustment of Manhole Lids, 4 Each; Aggregate Subbase, 2900 Tons; Aggregate Base (3/4"-0), 1700 Tons; HMAC, Level 3, 1/2" ACP, 1500 Tons; Concrete Curbs, Standard, 3150 Ft.; Concrete Valley Gutter, 652 Sq. Ft.; Concrete Driveways, 8530 Sq. Ft.; Standard Concrete Walks, 7380 Sq. Ft.; Stamped Concrete Walks, 2970 Sq. Ft.; ADA Compliant Pedestrian Ramps, 335 Sq. Ft.; 4" Yellow, Broken Line, 270 Ft.; 12" White Pavement Bar, 175 Sq. Ft. SCHEDULE D - SANITARY SEWER COLLECTION SYSTEM REPLACEMENT Removal of Sanitary Sewer Pipes, 670 Ft.; Removal/Abandon Sanitary Sewer Manholes, 8 Each; Mainline Video Inspection, 4000 Ft.; 8" dia. PVC Sanitary Sewer Pipe, 1500 Ft.; 10" dia. PVC Sanitary Sewer Pipe, 1465 Ft.; 12" dia. PVC Sanitary Sewer Pipe, 310 Ft.; 4" dia. PVC Service Connections, 2050 Ft.; 4" dia. PVC Wye, 62 Each; 8"x8"x4" dia. PVC Tee, 42 Each; 10"x10"x4" dia. PVC Tee, 20 Each; 6" dia. Connection with Cleanout, 1 Each; Sanitary Sewer Manholes, 10 Each; Replacement of Manholes Sections, 1 Each; Retrofit Internal Drop in Existing Manhole, 1 Each SCHEDULE E - WILLOW CREEK PEDESTRIAN BRIDGE Provide and Install Pedestrian Bridge, Lump Sum Estimated Cost Range: $3,100,000 to $3,800,000 This is a CITY OF HEPPNER Project by and through the CITY OF HEPPNER, fully funded by the CITY OF HEPPNER, and is subject to the current Oregon Bureau of Labor and Industries (BOLI) Prevailing Wage Rates. A Bid Bond in the amount of 10% of the bid amount is required with the proposal. Performance and Payment Bonds in the amount of the contract bid amount will be required of the successful bidder. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the City that it is in the public interest to do so. The bidder must be registered with the Construction Contractors Board. The City of Heppner will award the contract at the September 14, 2020 City Council Meeting at the City Hall, 111 N. Main St., Heppner, OR 97836, starting at 7 p.m. Contract Work will commence no later than October 1, 2020. The contractor shall complete all work required in the contract on or before November 1, 2021. The contractor will not be required to have an asbestos abatement license under ORS 468A.720.