Site work and paving for a mixed-use development in West Allis, Wisconsin. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; and water / sewer project.

The work under this Contract consists of rebuilding and replacing storm catch basins, replacing storm manholes, relaying storm sewers, pavement restoration, and all incidental items necessary to complete the work as shown on the Plans and included in these Special Provisions. Pre- Qualification :Yes It's anticipated that the Notice to Begin Work will be given on or about July 5 th , 2024. All work on the entire Contract shall be completed by November 15 th , 2024 consisting of the following approximate quantities: 1. Sodding ................................................................................................................ 26 Sq. Yds. 2. 5" Concrete Sidewalk ...................................................................................... 422.5 Sq. Ft. 3. 31" H.E.S. Concrete Curb & Gutter (9-Bag)......................................................... 50 Lin. Ft. 4. 31" Concrete Curb & Gutter ............................................................................... 126 Lin. Ft. 5. 13.5" H.E.S. Concrete Pavement (9-Bag).............................................................. 6 Sq. Yds. 6. 12" H.E.S. Concrete Pavement (9-Bag)............................................................... 11 Sq. Yds. 7. 13.5" Concrete Pavement ................................................................................... 1.5 Sq. Yds. 8. 12" Concrete Pavement ...................................................................................... 1.5 Sq. Yds. 9. 9" Concrete Pavement ......................................................................................... 34 Sq. Yds. 10. 7" Concrete Pavement ......................................................................................... 40 Sq. Yds. 11. Hot Mix Asphalt Pavement (Type 5 LT 58-28 S) ................................................... 7 Tons 12. Pavement Ties ................................................................................................... 433 Each 13. 8" Dia. Storm Sewer (Relay)................................................................................ 20 Lin. Ft. 14. 72" Dia. Storm Manhole (1).................................................................................... 6 Vert. Ft. 15. Catch Basins ........................................................................................................ 23 Units 16. Catch Basin Rebuilds (15) ................................................................................... 20 Vert. Ft. 17. Catch Basin Adjustments ....................................................................................... 7 Units 18. Storm Manhole Frame w/ 8-Hole Lid ..................................................................... 1 Unit 19. Alley Type Catch Basin Frames & Grates ............................................................. 9 Units 20. Curb Type Catch Basin Frames & Grates ........................................................... 36 Units 21. Inlet Protection Barriers........................................................................................ 32 Each 22. Traffic Control......................................................................................................... 1 Lump Sum All questions about the meaning or intent of the contract documents are to be directed to the City Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by addenda mailed or delivered to all parties recorded by the Engineer as having received proposal forms. Questions received less than ten (10) days prior to the date for opening of bids may not be answered. Only questions answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.