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2008-213
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2008-213
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Last modified
4/5/2016 2:22:16 PM
Creation date
10/1/2015 12:20:35 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA.
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Bid Number
2008032
Supplemental fields
SmeadsoftID
7470
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A radio communication, Remote Telemetry Unit (RTU) , complete with antenna and all data <br /> acquisition and control components, shall be supplied with the pump control system. The <br /> RTU shall be capable of acquiring analog and discrete data for transmission to the Central <br /> Telemetry Unit (CTU) ; The RTU shall also be capable of receiving instructions from the <br /> CTU for the operation of the pumps. <br /> 2 . 10 ACCESS COVERS <br /> A. The wet well shall be furnished with a single leaf, and valve vault with a double leaf, hinged, <br /> aluminum access cover, with recessed key wrench lock and stainless steel accessories . The <br /> wet well cover frame shall be placed and securely mounted above the pumps with stainless <br /> steel guide bar brackets accurately aligned. The frame shall be equipped with safety handles <br /> to maintain the door in an open position. The covers shall be fabricated from checkered plate <br /> aluminum sheet and shall be designed to withstand 300 psf loading. The valve pit access <br /> cover shall be identical in construction to the wet well access cover, except that it shall be a <br /> double leaf cover of larger opening size. Access covers shall be Bilco JD, or approved equal . <br /> Minimum size of the wet well opening shall be 446ot by 3 -foot; adequate to accommodate <br /> the two (2) pumps as shown on the Drawings . The stainless steel upper guide rail holder and <br /> a stainless steel level sensor cable holder shall be mounted to the frame of the wet well access <br /> cover. <br /> 2 . 10 MISCELLANEOUS CONCRETE <br /> A. All miscellaneous concrete pours shall have a design mix with a 28-day compressive strength <br /> of 3 ,500 pounds per square inch, and shall comply in all respects with the requirements of <br /> Division 03 of these specifications. <br /> B. Concrete used for tremie pours shall have the same design mix as miscellaneous concrete, <br /> except that the following admixtures shall be included in the mix: <br /> 1 . High-Range Water Reducing Admixture shall be incorporated into the design mix to <br /> provide enhanced: water reduction; high slump retention; high flowability; and self <br /> compacting properties. The admixture shall be based on polycarboxylate chemistry <br /> and shall be as manufactured by "Master Builders Technologies", Glenium 3030 NS , <br /> or approved equal. <br /> 2 . Anti-Washout Admixture shall be incorporated into the design mix to provide <br /> washout and segregation resistance. The admixture shall be based on liquid cellulose <br /> chemistry and shall be as manufactured by `BASF", Rheomac UW450, or approved <br /> equal. <br /> i <br /> C. Admixtures shall be incorporated into the design mix in accordance with manufacturer' s <br /> recommendations. Concrete supplier shall confirm compatability with any other admixtures <br /> to be used in the design mix. <br /> 2. 11 REINFORCING STEEL <br /> A. All reinforcing steel shall be grade 60 , and shall comply in all respects with the requirements <br /> of Division 03 of these specifications. <br /> 2. 12 PRECAST CONCRETE WET WELL SECTIONS <br /> 02539-8 02539 — Submersible Pump Station (Rev.) <br /> - <br />
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