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2008-213 (5)
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2008-213 (5)
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Last modified
4/6/2016 10:43:21 AM
Creation date
10/1/2015 12:22:22 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
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
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7474
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abandoned utilities, metal objects, concrete masses or any debris encountered shall be <br /> removed. All "materials of excavation" and "unforeseen obstacles" will be considered <br /> as incidental to construction and no additional compensation will be allowed. <br /> All roots, stumps, logs, limbs, boulders or any material which is not suitable for <br /> backfill material shall be removed from the site promptly as excavated and disposed of <br /> by the Contractor at his expense . <br /> 3) Length of Trench to be Opened - The length of trench to be opened or the area of <br /> surface to be disturbed and unrestored at any time will be limited by the Engineer with <br /> regard to expeditious construction and the convenience of the Owner. Excavation shall <br /> not advance more than 100 feet ahead of the pipe laying without the consent of the <br /> Engineer. <br /> 4) Sheeting and Bracing - The Contractor shall be responsible for properly supporting the <br /> sides of all trenches and excavations with timbers or other supports wherever necessary <br /> or required to properly safeguard the trenches, adjacent properties and structures and at <br /> restricted right-of-way. The cost of all necessary timber, sheeting and bracing <br /> whatsoever (left in place or removed), shall be included in the unit prices bid for <br /> mainlines . <br /> Portions of the timber sheeting driven below the elevation of the top of the pipe shall <br /> not be disturbed or removed. <br /> Timber sheeting and bracing shall be left in place if so ordered by the Engineer and/or <br /> where shown on the Plans to avoid undermining or otherwise endangering the work or <br /> adjacent structures. <br /> All sheering left in place shall be cut off or driven at least 18-inches below finished <br /> grade, unless otherwise ordered. <br /> Great care shall be exercised in the selection of sheeting and bracing of adequate <br /> design, type, size and strength. The adequacy of the timber used for all supporting and <br /> bracing purposes shall be the responsibility of the Contractor, who shall use only men <br /> of seasoned experience for this type of work. The sizes and lengths of the timber used <br /> shall conform closely to the needs of the work and oversizing as well as undersizing <br /> should be avoided. <br /> In placing and driving the sheeting, proper workmanship and equipment shall be used <br /> to achieve a true alignment and close contact of the sheeting boards . Timber sheeting <br /> shall be straight and sound, free from shakes, cracks, large or loose knobs and other <br /> defects impairing its strength and durability. It shall be squared to the required <br /> dimension throughout its entire length. If required for the proper execution of the work <br /> where running sand, quicksand or other semifluid material difficult to handle is <br /> encountered, the timber sheering shall be tongue and groove. <br /> The Contractor may, in lieu of sheeting, bracing and shoring to maintain the allowable <br /> trench widths, use a "trench box" ("trench shield" or "mule") provided pipe sections <br /> are secured downstream by a cable(s) stretched through and secured to the end section <br /> of pipe by means of a timber and a cable clamp, all materials being of adequate size <br /> held taut during the process of advancing the "box". <br /> and strength. The cable shall be <br /> �rr <br /> 02534— Sanitary Sewer Force Mains <br /> s <br /> 02534 - 5 <br /> �r <br />
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