Hopkinsville Building Shingle Roof Replacement

A. The Project is Hopkinsville Building Shingle Roof Replacement B. Base Bid: The contractor shall provide all labor, equipment and materials to install asphalt shingle roof system of the Hopkinsville Building roof. The contractor will tear and properly dispose of existing roof. Old roof system must be torn completely off down to the roof deck. The contractor will install new dimensional shingles. Install six (6) nails per shingle, as recommended by local building codes. The shingle installation will comply in accordance with manufacturers instructions. Place underlayment eave protection sheet barrier rubberized asphalt bonded to skid resistant polyethylene, 58 mil (1.5) thickness, with strippable treated release paper. Place underlayment roof deck protection cellulose/glass fiber composite building paper, water repellant breather type. Place eave edge metal flashings tight with fascia boards. Weather lap joints two (2) inches or 51 mm and seal with roof cement. Secure flange with nails. Install full width underlayment directly to deck in all valleys. Weather end laps six (6) inches or 152 mm and press firmly to seal. This project consists of replacement of the 22,274 square foot slope shingle roof. Bids will be received from contractors on a Lump Sum Amount for the total project. All phases of the work shall be submitted in the manner herein described and on the official proposal form included with the conditions and specifications and shall be subject to all the conditions as set forth and described in the Bid Documents. Bids shall be submitted only on the Official Forms supplied by Murray State University, Procurement Services. Failure to comply with the foregoing requirements will be cause for invalidation of bid. Questions about obtaining plans and specifications may be directed to Beth Ward.

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Thermal and Moisture Protection, Dampproofing and Waterproofing, Thermal Protection.