executive Service For Main Water Pipeline Krakk - Knapphus . Descriptionvindafjord Municipality Will Build A New Water Main Between Skjold And Vats. Parts Of This Have Now Been Completed On The Stretch Between Solheim And Krakk. Now A Facility Of Approx. 1.2 Km With Pe 315 Mm Pipe From Krakk To Knapphus. Approx. 750 Meters Of These Are On Land. Residue In Water. A New Va Facility For Drinking Water With Sumps And Drains Is To Be Designed. Drawings And Quantities Have Been Prepared By Cowi Haugesund. The Measure Is A Building Search. It Should Be Laid Approx. 450 Meters With Pe 315 Mm In Røyravatnet. I See This As A Demanding Matter That Requires Both Experience And Expertise. The Edge Zone Around The Lake Is Marshy With Poor Drainage. Bottom The Relationship Is Loose And Has Poor Calculation. It Can Be Challenging To Get Boats Out On The Water Because Poor Calculation Along The Waters Edge. Parts Of The Lake Are Shallow In The Beach Zone. Might Have To Use A Crane To Launch Boats With. Excavation And Laying Of Pipes Can Be Challenging Near And In The Edge Zone Due To Bad Masses And Bad Calculation. Might Have To Consider Long Trenches Or Other Solutions Here. New Pipes And Sumps Must Be Laid At Frost-Free Depths. Va Norm And Va Norm For Vindafjord Apply To The Assignment. At Least 80% Of The Work Must Be Carried Out By Skilled Workers. Basic Surveys And Mapping Of Røyravatnet Have Been Carried Out. It Looks Like An Outage In The Northern Part Of The Lake. The Pipeline Route Must Therefore Be Re-Laid A Little. Something That Causes Bends To Be Welded On The Line And The Line Must Be Laid Exactly In The Route. Gps Measurement Is Required When Laying The Pipeline In The Water. There May Be Mountains In Part Of The Route. Then There May Be Blasting/Chiseling. In The Pricing Of Tenders, The Contractor Must Take Account Of The Fact That This Can Happen. There Are Adjustable Posts For Blasting And Chiselling. The Pipeline Must Be Laid In The Tractor Path, On The Edge And On The Edge Of The Edge. There Will Be Contact With Drainage That Is In The Road And In The Field. The Contractor Must Handle And Take Care Of This In A Good Way. There Are Adjustable Posts For This. Work Is Carried Out In Measure Class 3 Water Supply And Drainage Facilities. The Work Requires An Approved Measure Class. Central Approval Or Equivalent Must Be Attached To The Offer. The Work Requires Experience With Laying Pe Water Pipes In Sea Or Water. It Must Be Submitted With Documentation From A Project For The Laying Of Pe 315 Mm Or Larger During The Last 5 Years. The Road Down From The E134 And Down Into The Yard Must Be Repaired And Asphalted. The Road Further Down Must Be Repaired And Gravelled. Spokes Must Be Restored After Work Has Been Completed. The Measure Requires Signage On Both The E134 And County Road 46. It Is The Contractors Job To Apply And Arrange This. The Developer Has Made Agreements With The Landowners. The Contractor Must Familiarize Himself With These And Relate To Them In His Work And Completion. The Work Will Take Place Outside The Growing Season. But The Farmer Must Have Access To Silage Bales And Other Things On The Property. The Contractor Must Arrange For This. Work Is Invoiced According To Elapsed Time. The Invoice Must Be Sent To The Client At The End Of Each Month. There Are Separate Rules For Invoices. Rules For Invoices. 4 Types: Monthly Invoice, Ea/Eo Invoice, Disputed Invoice And Final Invoice. Ea/Eo Must Be On A Separate Invoice. Disputed Amounts Must Be Deducted And Sent On A Separate Invoice. The Final Invoice Must Be Marked With That Text. Work Must Be Carried Out According To The Clients Drawings And Description. Competition Documents, Drawings And Ns 3420 Form The Basis For Pricing. The Client Cannot Offer Storage/Rig Space. The Contractor Must Arrange This Himself. Final Documentation And Final Invoice Must Be Submitted Before The End Of 2026.
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