Procurement Summary
Country: Switzerland
Summary: New drinking water reservoir parpan
Deadline: 03 Jan 2019
Posting Date: 02 Jan 2019
Other Information
Notice Type: Tender
TOT Ref.No.: 29580416
Document Ref. No.: 1050027
Competition: ICB
Financier: Self Financed
Purchaser Ownership: -
Tender Value: Refer Document
CPV Classification
45232154 - Construction work of elevated tanks for drinking water
Purchaser's Detail
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New drinking water reservoir parpan
from the well room in plam nesa, with a water level of approximately 1, 570 meters above sea level, a 1, 100 meter long cast iron pressure pipe leads into the valve room (ground floor) of ibc energie wasser chur, where a pelton turbine controls the kinetic energy converting energy into electricity. The source feeder, which was relocated to a large extent in 2017, replaces bestablished management from the years 1930. With the conversion of the source house two new underground water chambers are created. The two containers have a content of 17 m3 (useful volume 12 m3) resp. 23 m3 (useful volume 15 m3). By creating two chambers, during cleaning or maintenance work, the following reservoirs churwalden, staedeli, grida ust. Hilarien over which one chamber is supplied with drinking water, while in the other one is working. The maximum water level in the quellenhaus is approximately 1'500.23 m above sea level. 2.7 place of execution the location of the source house is not changed compared to the existing large. The building is divided into a machine room with the facilities of the trthe different hygiene and safety requirements for the parts of the drinking water supply and the power plant operations can be demarcated operationally and properly (coordinate focus new reservoir 2'762'310 / 1'180'745 ). 2.8 term of the contract, the frameworkagreement or the dynamic purchasing system 24 months after signing the contract this order can be extended: no. 2.9 options yes description of options: main quantities: 300m3 humus discharge and order, 550m3 trenching, 900m3 excavation excavation, 250m2 excavation protection, 250m3 constructional concrete, 24'000kg reinforcement, 180m drainage controlgene, 450m3 building backfill, 150m3 foundation layer, 125to pavement (base and top layer) 2.10 award criteria based on the criteria mentioned in the documents 2.11 are variants allowed no 2.12 are partial offers allowed no 2.13 execution date beginning 01.04.2019 and end 31.08.2019 third
Documents
Tender Notice