RFB-154-11 Roof Replacement Pike Building Big Sandy Community & Technical College
RFB-154-11
The building was re-roofed in the mid 1990’s with a low slope metal roof system and internal perimeter gutter. A metal purlin roofing structure and standing seam metal roof was installed on top of the existing dead level, insulated, coal tar pitch roof. An internal perimeter gutter system was installed with additional piping run from the perimeter gutters back to the internal roof risers in the center of the building. This project consists of removing the existing low sloped metal roofing system with batt insulation and the underlying original coal tar pitch roofing down to the existing concrete deck.
On top of the concrete deck the Contractor shall install a new tapered insulation system and a two ply modified bitumen roofing system, approximately 14,884 sf. The project will be phased in such as to insure the weather tightness of the roof at all times during the re-roofing project.
RFB-148-11
The Panther Repair AMDAP is intended to repair damaged ditches, poorly vegetated areas, and dispose of one brush/tree pile. Work on the former Panther Tipple BF/AMDAP site includes revegetation, spoil excavation, ditch repair and construction, brush disposal, and low water crossing construction. We will install two low water crossings using an interlocking concrete ¿cellular block system¿ at existing failed crossing areas. Repair erosion control blanket (ECB) ditches and install rock checks using onsite aggregate. Class II/III ditches will be reconstructed using geogrid, class III aggregate, and shotrock for rock checks. We will burn and dispose of a large brush/tree pile and revegetate the area with the AML wildlife seed mixture. Repair poorly vegetated areas, (hot spots) created from acidic soils or seeps, with limestone sand and hardwood bark mulch. Reconstruct one section of the main drainage channel to create a wider curvature, use larger rock, and place it in the center of the valley. This ditch will require extra excavation to allow the placement of spoil material under the aggregate ditch. Lime the acidic excavated material and buried it at least 2” deep on the project site. The borrow material will be from a designated spoil ridge used during the previous projects. The inspector may identify which areas will be used first for spoil gathering. On the former Panther Pits AMDAP, the contractor will fill a crack that has formed along the highwall with DGA and then covered with onsite earth materials. For continued project description, see Special Conditions.
RFB-149-11 Controls Upgrade Various Buildings Madisonville Community College
RFB-149-11
The project consists of upgrading HVAC controls in multiple buildings of the Madisonville Community College campuses and bring them together in one point system.
RFB-147-11 Stephens & Newsome (AML) Reclamation Project 29th Annual Construction Grant
RFB-147-11
The Division of Abandoned Mine Lands wishes to receive bids for the Stephens & Newsome project. This project consists of 3 individual sites in Greenup County. For continued project description see Special Conditions.
2312.01 Center for Applied Energy Research Laboratory 2 Bid Package 3
2312.01 Center for Applied Energy Research Laboratory 2 Bid Package 3
TC-16 General Trades
TC-17 Drywall & Ceilings-Acoustic & Special
TC-18 Flooring
TC-19 Painting and Wallcovering
TC-20 Misc Metals/Stairs/Ornamental Stair
TC-21 Laboratory Casework
TC-22 Controlled Environment Rooms
TC-23 Fire Protection
TC-24 Plumbing
TC-25 Mechanical
TC-26 Electrical
TC-27 Final Cleaning
TC-28 Sitework and Site Concrete
TC-29 Asphalt Paving
TC-30 Landscaping and Hardware
This package involves all MEP, Interior Construction and Finishes, Controlled Environment Rooms and Final Sitework for the new CAER Laboratory #2, a 43 thousand SF research laboratory. The work will be performed under contract with the Construction Manager, Turner Construction Company and Finch Constructors.
This contract is intended to provide a portion of the HVAC maintenance and repairs on select Metro Louisville Government owned facilities. Such work is estimated to cost less than $10,000 per call out.
Seperate sealed BIDS for the construction of a one store Library, constructed with insulated concrete formed (ICF) exterior walls with brick masonry veneer. Exterior glazing to be insulated glass with low-e coatings and argon gas. The structural system is structural steel beams with prefabricated wood trusses. The roofing system is to be asphalt shingles. Interior partitions will be light gauge metal framing with gypsum board panels. The HVAC system will be a forced-air system with gas furnaces and electric cooling with remote exterior expansion coils. The electrical system is to be 3 phase 120/208V.
The project scope includes 68,000 square feet of the existing facility with the addition of 2,000 square feet of new construction. The work must be substantially complete no later than July 15,2012
Louisville Water Company is requesting Bids for Avish-Nitta Yuma Main Replacement. The referenced project runs along Ashbourne Rd., Nitta Yuma Drive, and an easement that connects the two roads. The project consists of the supply and installation of 12-inch DIPS DR 11 HDPE (905 ft. main bursting and 45 ft. bore), 8-inch DIPS DR 11 HDPE (2215 ft. main bursting, 140 ft. bore, and 410 ft. open trench), 6-inch DIPS DR 11 HDPE (325 ft. main bursting, 95 ft. bore, and 310 ft. open trench), and 4-inch DIPS DR 11 HDPE (360 ft main bursting). The project also includes installing 12-inch Pressure Class 350 ductile iron (60 ft lay-in-place and 85 ft. open trench), installing 355 ft. of 8-inch Pressure Class 350 ductile iron, installing 340 ft. of 6-inch Pressure Class 350 ductile iron, and installing 2-inch copper water main (75 ft. open trench and 175 ft. bore). Also included with the project is the installation/renewal/relocation of 4 new fire hydrants, the transfer/renewal/relocation of 21 customer services, the discontinue of 1 customer service, and 3 meter exchanges.
The scope of work consists of a full restaurant ground up build with site construction. All mechanical trades will be required as well as carpentry, framing, glass/glazing, drywall/metal stud, rough carpentry, finish carpentry, tile, acoustic ceiling, painting, and roofing.
Teachers College/Dyer Hall Roof Replacement
University of Cincinnati Project No. 11024A
Cincinnati, OH Click Here to Order
Red Lobster Lexington
Red Lobster Lexington
New construction of a 5,880 SF Red Lobster (New Prototype). Scopes of work as listed. Please be sure to review supplemental instructions as well as responsibility matrix. Subcontractors will also need to fill out unit price schedule. Construction will include site and building demolition of existing Max & Erma’s restaurant.
Lake Forest Pump Station, Force Main, and Gravity Sewer Phase II
Lake Forest Pump Station, Force Main, and Gravity Sewer Phase II
This Contract provides for the installation of approximately 3,112 linear feet of 27-inch sewer, 4,318 linear feet of 24-inch sewer, 136 linear feet of 18-inch sewer, 1,095 linear feet of 12-inch sewer, 58 linear feet of 8-inch sewer, 35 manholes, 94 linear feet of 27-inch sewer using trenchless technology, 84 linear feet of 12-inch sewer using trenchless technology, elimination of one (1) treatment plant, elimination of one (1) pump station, and other miscellaneous appurtenant work.
