Procurement Summary
Country: Germany
Summary: Ve 10 Master Builder'S Work
Deadline: 15 May 2026
Posting Date: 14 Apr 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 139492281
Document Ref. No.: VE 10 Baumeisterarbeiten
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
45223220 - Structural shell work
Purchaser's Detail
Name: Login to see tender_details
Address: Login to see tender_details
Email: Login to see tender_details
Login to see detailsTender Details
A new town hall will be built on the property at Ismaninger Straße 6 + 8 in 85609 Aschheim, official field number 110 in the Aschheim district. The town hall is composed of two wings and a connecting joint. The northern wing continues the gable-independent development on Ismaninger Straße. The southern wing steps back and spans the town hall square, which, together with the market square, marks the center of the town. The glass joint connects the wings and floors in an elegant way Staircase, the foyer is for all uses, houses the friendly information and displays the address and entrance in a legible and self-evident way. The building has a basement. The subject of this service description is all work on Construction of the excavation pit and the excavation pit protection (bored pile wall, height up to approx. 10 m). The main services provided by the LV are listed below: - Manufacture, maintenance and clearance of the construction site equipment including construction electricity and water, construction fence, construction sign, Toilet containers, etc., facilities for the execution of the shoring - production of the construction roads/ramps necessary for the trade, 1 psch - application for a traffic remaining arrangement, 1 psch - excavation of construction pits, up to approx. 4.50 m, GK2, stored on the side, approx. 9, 000 m³ - Sampling every 500 m³, approx. 20 pieces - Disposal of excavated material, approx. 9, 000 m³ - Remove dead lines, set up approx. 30 linear meters of side protection, reserve, remove excavation pit, approx. 220 linear meters - Transport the pile/carrier drill unit in and out, 1 piece. Bored pile wall shoring piles tangent, approx. 240 m² - drilling + in-situ concrete bored pile diameter. 620mm D 8-10m, approx. 833 running meter reinforcement cage bored pile B500, approx. 52, 50 ton infill, install bored pile wall (shotcrete reinforcement), approx. 766 m² reinforcement Shotcrete infill, approx. 2, 300 tons - surveying performance for the shoring, ...
Documents
Tender Notice