Tenders Are Invited For Excavating And Earthmoving Work – Preparatory Measures For Outdoor Areas

Tender Detail

106902703
869255-2025
Self-Funded
Tenders Are Invited For Excavating And Earthmoving Work – Preparatory Measures For Outdoor Areas
NCB
Western Europe
European Union,G20
12-02-2026

Work Detail

Excavating And Earthmoving Work – Preparatory Measures For Outdoor Areas. #Renovation 1. Existing Building Rainbow School Harrenacker 1/37079 Göttingen ##Preparatory Earthworks And Drainage Canal Work The Client Is Having The Two-Story Existing Building With Basement Of The Rainbow School On The Property At Harrenacker 1 In 37079 Göttingen - Elliehausen Renovated. The Property Is Located Approximately 6 Km West Of The City Center Of Göttingen. In The East The Property Borders On Diedershäuser Straße And In The North On Harrenacker Street. An Access Road To The Neighboring Sports Field Delimits The School Property To The West. The Entire School Property Has A Strong Topographical Character: The Terrain Rises From The North-Eastern Corner Of The Property To The South-West By Around 10 M And From The Main Entrance To The Extension Building By Around 3.50 M. On The South-Eastern Edge Of The Property, The Site Slopes Down By Around 4 M To Diedershäuser Str. This Embankment Is Densely Overgrown And Contains A Population Of Trees Worthy Of Protection. This Is The Second Construction Phase Which Includes The Renovation Of The Rainbow Schools Two Existing Buildings. In The First Ba, An Extension Building Was Built In The South Of The Property And The Surrounding Outdoor Area Was Built. As Part Of The Construction Project, The Staircase In The South Wing Was Demolished And A Connection To The New Building Was Created. The Existing Buildings Are Two Blocks Of Buildings Located In The Northern Part Of The Property. Adjacent To The West Is The Sports Hall Of Göttinger Sport Und Freizeit Gmbh & Co. Kg (Goesf). The Northern Wing Of The Building Is Connected To The Sports Hall. The Southern Bar, However, Is Separated From The Sports Hall By An Approximately 2.5 M Wide Path. The Path Leads To The Outside Area Of ​​The New Building And Connects The Height Differences With A Staircase. As Part Of The Renovation Of The Blocks, The Facades Of The Buildings Will Be Adapted, Existing Canopies Will Be Demolished And Rebuilt And Technical Systems Will Be Added. The Services Of This Lv Include The Measures For The South Building Block And The Construction Site Facility Area Between The North Block And Harrenacker Street. ##Essential Execution Work Is: #Earthwork, 800.00 M³ #-Paving Ceilings, 110.00 M²2 #-Asphalt Base Layer, 108.00 T #-Asphalt Top Layer, 225 M² #-Eave Strips Of Basalt Gravel, 2.50 M³ #-Install Frost Protection Layer, D = 25 Cm, 150 M³ #- Install Gravel Base Layer, D = 25 Cm, 150 M³ #- Install Gravel Base Layer, D = 25 - 100 Cm In Excavation Pits, 100 M³ #-Edge Edging Made Of Concrete Board, Tb 8/25 Cm, Single-Row, 40.00 M #-Double Bar Lattice Fence H = 2.0 M, 7 M #-Angle Support Elements, H = 1.05 M, 7 St # Stairs Made Of Concrete Block Steps, Stg. 15/33 Cm, 4 M #-Trench Work, 140 M³ #-Dirty Water Pipes Dn/Od 160, 30 M #-Dirty Water Shafts, 2.00 Pcs #-Drainage Channels, Nw 150, 3.5 0M #-Facade Gutters, Nw 200, 24 M #-Clean Zone Steel Construction, 690 Kg #-Drainage Line Building Base, 85 M #-Trenching Work For Lightning Protection Lines, 85 M³ #-Top Soil Supplied

Key Value

Tender Value
3,37,069 - EUR

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