Site work for a municipal facility in Charleston, West Virginia. Completed plans call for site work for a municipal facility.

The West Virginia Purchasing Division is soliciting bids on behalf of the General Services Division to establish a contract for campus concrete repairs, per the bid requirements, specifications, project plans and terms and conditions as attached hereto. Question Deadline 05/23/2024 at 2:00 PM ET Technical questions GENERAL REQUIREMENTS/SPECIFICATIONS SCOPE: The Vendor shall provide, install, and complete concrete services as outlined in the detailed scope of work requirements below. Specific project areas are in drawings B.l- B.4. 1.1.Corner of California Ave. and Piedmont Rd 1. Remove and replace approximately 6’ x 6’ slab and approximately 7’ of damaged curb. Replacement slab will be set on a 4” base of #57 aggregate, with 8” thick, 4500 psi concrete containing a single layer of #4 rebar on 12” centers and doweled into the existing slabs with smooth dowels. The replacement curb will be 6” thick x 12” tall with an exposed 6 of curb doweled into the existing curb to match the existing curb. See Drawing B-l 1.2.Sidewalk in front of Building 9 (Culture Center) Remove and replace approximately 157’ x 16’ of existing 4” sidewalk in front of the Cultural Center. Replacement slab will be set on a 4 base of crusher run aggregate, with 6” thick, 4500 psi concrete containing a single layer of #4 rebar on 12” centers and doweled into the existing slabs with smooth dowels. Install expansion joints at a minimum of 50’ to match the existing control joint pattern. See Drawing B-2. A temporary sidewalk will be required to provide access to the Culture Center from their parking area. 1.3.West dock area curb replacement Remove and replace approximately 75’ of curb on the east side and 48’ on the west side of the area near the west dock entrance. The new curb will consist of 4500 psi concrete set on 4” of#57 aggregate, and the curb will be 6 thick x 12” tall with an exposed 6” of curb doweled in to match the existing curb. See Drawing B-3 1.4.California Ave. parking lot stair installation Install two new sets ofsteps in accordance with the details provided in Exhibit 1. The south steps shall consist of 4500 psi concrete to include approximately 9.5’ ofsidewalk. Sidewalk shall be set on 4” of#57 aggregate, with a slab of 4” concrete reinforced with wire mesh. Steps will include 5 treads measuring 11” deep with a rise of 7”. Railing shall consist ofone rail on the right side, 1 1/2” schedule 40 galvanized pipe, unpainted. The north steps shall consist of 4500 psi concrete to include approximately 6.5’ ofsidewalk. Sidewalk shall be set on 4” of#57 aggregate, with a slab of4” concrete reinforced with wire mesh. Steps will include 3 treads measuring 11” deep with a rise of 7”. Railing shall consist of one rail on the right side, 1 1/2” schedule 40 galvanized pipe, unpainted. See Drawing B-4 and Exhibit 1 Submit Questions to: Melissa Pettrey, Senior Buyer 2019 Washington Street, East Charleston, WV 25305 Fax: (304) 558-3970 Email: Melissa.K.Pettrey@wv.gov