Demolition, site work and renovation of a municipal facility in Vero Beach, Florida. Completed plans call for the demolition of a municipal facility; for site work for a municipal facility; and for the renovation of a municipal facility.

*Project has been awarded to: Phase 1 - Summit Construction for $183,000 Phase 2 - Timothy Rose Contracting for $55,000* Demolition of existing structures and installation of a new concrete pad Bid Bond 5% if bid over $35,000 Scope 1. General Description: The project includes demolition of existing structures and installation of a new concrete pad at the Indian River County Landfill located at the 1325 74th Ave SW, Vero Beach, Florida 32968 (see attachments for location map). Bids are solicited by Indian River County (County) on behalf of the Solid Waste Disposal District (SWDD). Reference to either County or SWDD may be used in this document interchangeably. To facilitate completion of the project, Phases 1 and 2 may be awarded entirely to a single Contractor, or individually to separate Contractors. The CONTRACTOR shall provide all supervision, labor, materials, equipment and related appurtenances as required to successfully complete the proposed project. PHASE 1: Concrete Pad Existing Condition: The existing work area is an improved grassy area, located at the South side of the SWDD office building. The existing area is sloped to provide for natural surface drainage of rainfall away from the slab foundation. Description of Project: Under this Scope of Work (SOW), the Contractor shall: A. Remove 2500 SY of existing vegetation of new on-grade concrete slab construction area. B. The Contractor shall cut, level and compact the sub-grade (250 feet) long by (90 feet) wide existing terrain. During the proof-rolling of the sub-grade, contractor shall repair any defective area by replacing defective material with suitable material, alternative stabilization methods such as fabric, lime, etc., or any combination thereof to the satisfaction of the IRC-Project Manager or designee and thoroughly compacted. The proof rolling shall be repeated until there is no evidence of displacement. Proof rolling may be performed with a fully loaded tandem axle dump truck, or other heavy machinery of equal stature. C. An 8-inch (8”) base shall be of compactible, granular fill that will remain stable and support construction traffic. The base shall be consistent with ACI302 Standards (e.g., no clay, silt, or organic materials.) D. The Contractor shall construct a reinforced concrete slab of (240 feet) long by (80 feet) wide by (8 inches) thick with reinforcement of #5 5/8” steel bars @ (12) inches in both directions, tied at each crossing and resting upon 2.5” chairs. Footings shall also have #5 rebar. E. Footings shall be an additional ten inches (10”) in depth and five feet (5’) in width and located along the north, east and south perimeter of concrete slab and centered under the “ramp walls” as shown under ATTACHMENT-# 2 F. The concrete compression strength @ 28 days of not less than 4,500 lbs./inch is required. G. Control joints shall be placed a maximum of every 12ft. and be 1.5 in. deep. The contractor shall provide a jointing plan as part of the proposal. H. Finish shall be standard power trowel. The concrete shall be troweled until all marks disappear and it is very smooth. Surface should be free from porous spots, tears, irregularities, depressions and any small pockets or rough spots. I. Contractor is responsible for field-testing PSI rating according to American Concrete Institute standards – ASTM C31 and C39 (ACI214). J. The Contractor shall thoroughly clean the area daily, and properly dispose of all debris and surplus materials