KIRKKONUMMI MUNICIPALITY has floated a tender for Construction of Masalaporti Streets and Municipal Engineering, Phase 2. The project location is Finland and the tender is closing on 28 Feb 2024. The tender notice number is 66278-2024, while the TOT Ref Number is 96121718. Bidders can have further information about the Tender and can request the complete Tender document by Registering on the site.

Expired Tender

Procurement Summary

Country : Finland

Summary : Construction of Masalaporti Streets and Municipal Engineering, Phase 2

Deadline : 28 Feb 2024

Other Information

Notice Type : Tender

TOT Ref.No.: 96121718

Document Ref. No. : 66278-2024

Competition : ICB

Financier : Self Financed

Purchaser Ownership : Public

Tender Value : EUR 5000000

Purchaser's Detail

Purchaser : KIRKKONUMMI MUNICIPALITY
Address: PL 20 (Ervastintie 2)
Town: Kirkkonummi
NUTS-Code: FI1B1
Postal Code: 02401
Attn: Kirkkonummi
Phone: 358 929671
Finland
Email :kunnallistekniikka@kirkkonummi.fi
URL :http://www.kirkkonummi.fi

Tender Details

The construction work includes the renewal of Sundsbergintie between the Masala underpass and Salmitie, the renewal of Salmitie between Sundbergintie and Salmitie 8, and the renewal of Etelaeinen Salmitie between the junction of Sundbergintie and Salmitie 1. A roundabout will be implemented at the intersection of the streets, and the streets will be closedthe stormwater drains will be prevented. The Sundsbergintie retaining wall at the Masala underpass bridge will be renewed. Salmitie will be stabilized with pillars. The site is located in Kirkkonummi in the Ma-sala area. Sundsbergintie's retaining wall is a reinforced concrete cast-in-place structure and consists of three parts. The wall is made of compacted muddepending on the rskerina. The nominal length of the retaining wall is 61 m and the maximum height is 1.54 m from the bottom of the foundation slab to the crest of the wall. The wall is 350 mm thick. The base slab is 1.5 m wide and 400 mm thick at the base of the wall. Note! Explosive-free methods must be used when excavating the retaining wall at the underpass of the trackusing materials such as slug powder and wedges. Vibrations should be measured at the pillars, if a hydraulic hammer, etc. is used. The rock cutting here is estimated to be less than 0.5 m. A retaining wall and a sight barrier will be built between Salmitie and Ring III. The retaining wall is a reinforced concrete cast-in-place structure and consists of Viidesfrom the piled corner support masonry block. The retaining wall has been raised 1.5 m above the future ground level, which acts as a visual barrier. Under the retaining wall, mass replacement is carried out with rust-free material and the wall is founded on a compacted gravel grate. NOTE! SALMITIE RETAINING WALL PLANS ARE UPDATED RETAINING WALL...
Document Type: Contract Notice
Reference Number: 492375
Contract Type: works
Estimated Value: 5000000 - EUR
Authority Type: body-pl
Doc Title: Construction of Masalaporti streets and municipal engineering, phase 2
Dispatch Date: 2024-01-31
Publish Date: 2024-02-01
Submission Date: 2024-02-28

Documents

 Tender Notice