Site work for an educational facility in Maryville, Missouri. Completed plans call for site work for a educational facility.

For concrete replacement. Location 1: Maryville Middle School 525 West South Hills Drive, Maryville, MO Scope of work: East Entrance Widening +/- 1950 square feet of 6" thick concrete with 4" of compacted base rock +/- 186 linear feet of curb Remove existing concrete and curb as necessary See attached sketch for basic layout Parking lot driving lane +/- 1400 square feet of 6" thick concrete with 4" of compacted base rock South sidewalk Remove and Replace +/- 70 square feet of 4" thick sidewalk with 4" of compacted base rock Location 2: Maryville High School 1503 South Munn Ave., Maryville, MO Scope of work: New sidewalk from Multi to Baseball Stands +/- 200 linear feet of 6 foot wide 4" thick sidewalk with 4" compacted base rockLocation 3: Northwest Technical School 1515 South Munn Ave., Maryville, MO Scope of work: Main Entry Sidewalk +/- 689 square feet of 4" concrete with 4" of compacted base rock 2" foam laid flat within 4' of door below concrete and pinned Location 4: Eugene Field Elementary 418 East Second St., Maryville, MO Scope of work East playground entrance extension with curb removal and replacement +/- 500 square feet of 4" concrete with 4" of compacted baserock and curb Area is approx. 24' x 23" with 23 to 24 foot radius on east/north side, approx 20' of curb will be reconfigured to create equipment entrance Bid Specifications for 2026 Concrete Removal and Replacement All dimensions are approximate Curb profiles,thickness, finish, and expansion joints shall match existing/adjoining Asphaltic expansion joint material shall be installed between curb and sidewalk 1/2 in. Rebar installed on 3 foot center grid on Driveway/Dumpster Enclosure Work 1/2 in. Rebar installed along outside edges and one in the center on 6' Sidewalk Work 1/2 in. Rebar installed on 2' centers in wall 2- 1/2 in. Rebar installed in length wise in 8"x18" footing Wider sidewalks require additional rebar installed parallel on 2 foot increments Concrete shall be fiber reinforced (1# per cubic yard) rated a minimum of 4000 P.S.I. Concrete mix shall contain no fly ash with maximum of 20% slag Aggregate Rock in concrete mix shall be Martin Marietta Product #2753 New work shall maintain existing drainage New work shall be pinned to existing concrete (unless approved otherwise by District) Concrete shall be pinned at doorways 2" Foamboard laid flat below concrete within 4 feet of doorway Expansion joints sawed and sealed (except on trowelled joints) Base rock shall be compacted New concrete backfilled and graded District will be responsible for seeding Furnish barricades as needed Removal and disposal of removed concrete and debris created from work Provide all labor and materials