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Sewer Construction Work - Carrying Out Sewer Reconstruction Works. In The Framework Of A Framework Agreement, An Enterprise Contract For The Reconstruction Works Of Public Sewers In The Capital City Area (Metropolitan Environment), Public Land, Mostly Connected To The Combined System Sewage Network, According To The Conditions Specified In The Framework Agreement, As Well As The Specific Contracts Concluded After The Procedure Conducted With The Reopening Of The Competition For The Specific Works. The Interventions Described In The Technical Content That Are Part Of The Bidding Documentation According To Part 2 Of The Framework Agreement Procedure, The Full-Scale, Technically And Qualitatively Faultless, Contractual Execution Of The Interventions, In Accordance With The Function, Purpose, And Intended Use Of The Facilities, According To The 191/2009. (Ix. 15.) In Accordance With The Government Decree, The Applicable Laws, Technical Standards, Current Permits, And The State Of The Art Today. During The Given Individual Constructions, Among Other Things, The 2023 C. Tv. On Hungarian Architecture Is The Guiding Principle. Relevant Provisions. Main Estimated Types Of Work/Quantities And Informational Data (The Quantities Ordered Based On The Framework Agreement May Differ From The Informational Data Below Depending On The Actual Requirements Of The Contracting Authority): The Annual Estimated Volume Of The Sewer Network Affected By The Reconstruction Works Is Only 10,000 M2. - Common Combined System Spine Channel Sizes In The Capital City (Sections In Cm): A) Most Common Sizes For Non-Round Sections: 30/45, 40/60, 50/75, 60/90, 70/105, 80/120, 90/135, 100/150, 120/180, 140/210, 160/240. B) For Circular Sections: 30, 40, 50, 60, 70, 80, 100, 120, 140, 180, 210. The Expected Size Of The Separate Contracts To Be Fulfilled At The Same Time Is The 321/2015. Article 21 (4) Of The Cr. On The Basis Of: A Total Of At Least 3,000 Fm And Of This, The Length Of Sections Within A Contiguous Water Catchment Area Within A Single Contract Is At Least 600 Fm, The Majority Of Sections Affected By Canal Reconstruction Will Be Realized On A Channel With A Nominal Diameter Of 70 Cm Or A Channel With A Shape Different From The Circular Section Of 60/90 Cm. The Most Decisive Technical Parameter In The Water-Carrying Capacity Of Sewer Works Is The Cross-Sectional Area, Which Is 0.41346 M2 In The Case Of The Mentioned 60/90 Section Size, While In The Case Of The Ø70 Cm Circular Cross-Section, The Frame Cross-Sectional Area Is 0.38465 M2. - Based On The Above, In The Area Of Expected References, 75% Of The Above Cross-Sectional Area In The Case Of A 60/90 Section Cross-Section: 0.310095 M2; In The Case Of A Ø70 Cm Circular Section: 0.2884875 M2) - The Tenderer Wishes To Apply The Most Similar Section That Is Connected To The Capitals Public Sewer Network As A Reference Requirement: A 50/75 Cm Section With A Cross-Sectional Area Of 0.287125 M2 A Ø60 Cm Section With A Cross-Sectional Area Of 0.2826 M2 Each Separate Contract Work To Be Completed At The Same Time Is A Combined System Public Sewer Reconstruction Work Connected To A Public Sewer Network, Which
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