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2006-018
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2006-018
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Last modified
5/18/2016 8:52:52 AM
Creation date
9/30/2015 8:09:47 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/17/2006
Control Number
2006-018
Agenda Item Number
7.M.
Entity Name
Lucas Marine Construction, Inc.
Subject
contract for Oslo Road bridge replacement
Area
Oslo road (CR 606)
Project Number
9705B
Bid Number
2006024
Supplemental fields
SmeadsoftID
4451
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2 . 07 BREAK- OUT TOOLS <br /> Remote breakout wrenches may either be manual or hydraulic and shall be used <br /> to connect or break tool joints forward of the drill rig . Drill rig rotational <br /> power shal not be used with remote wrenches to make or break tool joints . <br /> 2 . 08 TRACKING SYSTEM <br /> Tracking equipment shall be capable of determining the location of the cutting <br /> head at +/- 1 % of the depth . <br /> PART 3 - EXECUTION <br /> 3 . 01 PILOT BORE <br /> Construct a pilot bore at the centerline alignment and grade as indicated on the <br /> drawings . Circulate drilling fluids to maintain an open bore at all times . If the <br /> path of the pilot bore is successfully completed , then proceed with the <br /> reaming procedure , and pull the pipe from the end of the HDD path ( exit pit) <br /> to the beginning location of the HDD path (entry pit) . If the pilot bore cannot <br /> be successfully completed , then do not proceed with the reaming procedure <br /> until the owner , Owner's Representative , Engineer , and Contractor have <br /> met to discuss alternative options for the pipeline crossing . The pilot bore <br /> and reaming procedure shall be controlled by a magnetic survey system <br /> including accelerometers , magnetometers , connector wire , and survey <br /> probe . The guidance system shall be capable of measuring depth , location , <br /> pitch , and roll of the bore and shall be able to indicate depth up to 100 feet . <br /> 3 . 02 DRILLING FLUIDS <br /> Contain and dispose of the drilling mud in accordance with state and federal <br /> regulations and permit conditions . Install erosion and sedimentation control <br /> measures including straw bales to prevent drilling mud from spilling out of <br /> the entrance/exit pit . Monitor drilling fluids at the surface to avoid excessive <br /> downhole pressures . Limit pressures in order to not buckle the surface of <br /> the pipe during installation . Clean - up and dispose of any and all fluids that <br /> may be released or generated by this construction . <br /> 3 . 03 BORE HOLE REAMING AND PIPE INSTALLATION <br /> Upon completing the pilot bore and before pulling the drill pipe back through the <br /> bore , use oversized reamer as necessary to enlarge the bore to provide <br /> sufficient clearance for the pipe pull back . Attach pulling head and swivel <br /> and pull the pipe through the reamed hole with the end of the pipe closed to <br /> the bore hole . Pull pipe back in one continuous operation to avoid closure of <br /> the bore hole . <br /> 3 . 04 DELIVERY , TEMPORARY STORAGE , AND HANDLING OF PIPE AT SITE <br /> A . Delivery , temporary storage , and handling of the pipe shall be in strict <br /> accordance with the recommendations of the manufacturer . <br /> B . Before installation , check pipe and fittings for cuts , gouges in excess of 10 % of <br /> the wall thickness , buckling , kinking , or splitting . Remove any pipe section <br /> TECHNICAL PROVISIONS <br /> TP - 17 <br /> FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc <br />
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