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Special Civil Engineering Tender in Germany - 140341716

The CITY OF OLCHING has issued a Tender notice for the procurement of a Special Civil Engineering in the Germany. This Tender notice was published on 29 Apr 2026 and is scheduled to close on 02 Jun 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 140341716, while the tender notice number is GSO and Registering on the platform.

Expired Tender

Procurement Summary

Country: Germany

Summary: Special Civil Engineering

Deadline: 02 Jun 2026

Posting Date: 29 Apr 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 140341716

Document Ref. No.: GSO

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45000000 - Construction work

Purchaser's Detail

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Tender Details

Short description of special foundation engineering for the tenderProject: Extension of the Olching elementary school, Martinstr. 3 and 7, 82140 Olching Client: City of Olching, Building Authority Subject of the service: Construction of excavation pits and shoring measures, dewatering. Subject of the The tender is for the special foundation engineering work to create the excavation pit for the new extension to the Olching primary school. Due to the high groundwater level and limited space on the inner-city construction site, the measure includes securing the construction pit using sheet piling and jet injection underpinning of the existing buildings, temporary anchoring and a closed groundwater lowering using drilled wells. The excavation takes place in groundwater in Quaternary gravel subsoil (kf ≈ 7×10⁻³ m/s). The resulting pumped water is discharged into the Mühlbach, approx. 220 m away. Essential main masses: • Sheet pile wall, length up to approx. 11 m: approx. 860 m² (including installation, provision and pulling) • Loosening holes DN 500 mm in front Sheet pile wall installation: approx. 700 m² • DSV underpinning / sealing wall, minimum Ø 1.80 m: approx. 360 m³ • Temporary pre-pressed anchors DIN EN 1537: approx. 250 m • Submersible well, drilling Ø 600 mm / expansion Ø 300 mm, depth approx. 7 m: 10 pieces (70 running meter)• Underwater pumps 50-60 m³/h: 10 pieces, Operating time approx. 193 days • Collection pipes DN 300 mm: approx. 225 m • Excavation of quaternary gravel (homogeneous area B): approx. 2, 600 m³ • Loosen and dispose of fillings (Z0): approx. 1, 350 t Construction work (CPV code: 45000000)

Documents

 Tender Notice


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