Richland School District Two seeks to contract with a qualified, experienced, and professional Contractor to provide services for the relocation of portable classrooms on an as-needed basis to other sites located in the District or from one location to another on the same campus or District site. The scope of services may consist of scheduled work as well as unscheduled and/or emergency services. A. Successful Contractor shall be licensed to move buildings “Over the Road” in South Carolina. Successful Contractor(s) shall be insured and bonded to perform work of this type. Successful Contractor(s) shall provide all necessary permits at no additional costs to make he moves required by the District. All permits shall be provided to the Director of Maintenance or designee prior to each move. B. Contractor shall provide all materials, equipment, tools, consumables, labor, and supervision necessary to relocate portable classrooms. The District will not provide the Contractor with Districtowned equipment. C. Responsibilities of the Contractor shall include but are not limited to the following items: 1. Contractor shall move portable classrooms exclusive of steps and porches, which will be the District’s responsibility. 2. Contractor shall aid the District in coordinating moves, i.e. review moves and move schedule with the District's representative before actual moving. 3. Contractor shall remove foundation pier blocks, tie-down anchors, awnings and detached tongues. The Contractor shall relocate these items to the new site of the portable and reuse salvageable materials. All materials shall meet the specifications in the site specific documents if applicable. 4. Contractor shall provide all materials and labor to construct approved foundation, piers and tie downs per SC Building Codes specifications. ▪ Tie down strapping is to be 1-1/4” width x 0.035” thick minimum and shall be Grade 1 Zinc Coated (0.3 ounces per sq. ft.). Tie down anchors are to be installed per manufacturer’s specifications according to the type of soil conditions present at the site and typically call for 3150 lb. minimum load capacity. Anchors and strapping are to be installed in such a way as to not interfere with the application of any underpinning that may be applied at a later date.
