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Geotechnical Soil Investigation in Umm Suqeim 1 Tender - 139960755

The DUBAI MUNICIPALITY has issued a Tender notice for the procurement of a Geotechnical Soil Investigation in Umm Suqeim 1 Beach in the UAE. This Tender notice was published on 22 Apr 2026 and is scheduled to close on 13 May 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. 139960755, while the tender notice number is tender_235470 and Registering on the platform.

Procurement Summary

Country: UAE

Summary: Geotechnical Soil Investigation in Umm Suqeim 1 Beach

Deadline: 13 May 2026

Posting Date: 22 Apr 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 139960755

Document Ref. No.: tender_235470

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

Opportunity Description : : kindly input your total price without VAT in section 3.1.2 and in section 3.4 enter it as per the breakdown - please note that the prices for both sections should be the same Dubai Municipality has the right to disqualify your offer if different prices are submitted - 1: Geotechnical soil investigation in Umm Suqeim 1 Beach - 1 Each 1: Onshore Mobilization - 1 Item 2: Moving and setting up drilling rig at onshore borehole locations - 39 No. 3: Drilling in any material except rock (including performing SPT tests as per Part 3: Technical Requirements, In-Situ Testing for Geotechnical Purposes-Section 4: Standard Penetration Tests) - 310 M 4: Continuous coring through rock - 620 M 5: Undisturbed Sampling - 39 No. 6: Test pits Not exceeding 3 m deep - 20 No. 7: Standpipes and piezometers - 14 No. 8: Constant head test - 5 No. 9: Falling head test - 5 No. 10: Packer test - 8 No. 11: Multi-Channel Analysis of Surface Waves (MASW). The target depth is 30 m. The spacing between Geophones shall be from 2 m to 3 m based on trial test. - 3, 300 M 12: Grain Size Analysis - 104 No. 13: Moisture Content - 104 No. 14: Particle Size Analysis by Sedimentation - 52 No. 15: Dry and Bulk Densities - 52 No. 16: Plasticity Indices - 52 No. 17: Consolidated drained direct shear Compression Test - 104 No. 18: Unconfined Compression Test on Cohesive Soil - 13 No. 1...
Response Currency : AED Closing date : 13/05/2026 12:00

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