PROVN OF OVER RUN AREA AND RELOCATION OF 120744330

The Military Engineer Services has published a tender for "PROVN OF OVER RUN AREA AND RELOCATION OF ACCESS ROAD IN UNDERSHOOT 27 END AND UNDERSHOOT 09 END AT AFS SARSAWA" on the 15 May 2025. This tender belongs to Relocation category. This tender is published in Ambala, Haryana location. The vendors interested in this tender and related Relocation tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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In Ambala district, Haryana, a total of 1 Relocation tenders have been published, with 1 tenders released last month.

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Tender Details
 Tender Title / Description
Tender Title PROVN OF OVER RUN AREA AND RELOCATION OF ACCESS ROAD IN UNDERSHOOT 27 END AND UNDERSHOOT 09 END AT AFS SARSAWA
Tender Description excavation over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed by engr-in -charge. rolling and consolidating of formation surfaces in cutting by power roller exc 8 tonne & n exc 12 tonne including necessary preparation for surface excavation to required gradient and camber complete all as specified and directed by engr-in -charge. m&l for 300mm thick (compacted thickness) granular sub base course (gsb) laid in two layers of 150mm thick (each) grading as per grade v as specified in table 900-1 of morth specifications for road and bridge works , 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, ,crushed , or combination thereof as per the grading required. the materials are mechanically mixed, spread and levelled on the sub grade by using motor grader of capcity 80-100kn static weight for achieving required compaction density of atleast 98% of the maximum dry density spreding and
Comments excavation over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed by engr-in -charge. rolling and consolidating of formation surfaces in cutting by power roller exc 8 tonne & n exc 12 tonne including necessary preparation for surface excavation to required gradient and camber complete all as specified and directed by engr-in -charge. m&l for 300mm thick (compacted thickness) granular sub base course (gsb) laid in two layers of 150mm thick (each) grading as per grade v as specified in table 900-1 of morth specifications for road and bridge works , 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, ,crushed , or combination thereof as per the grading required. the materials are mechanically mixed, spread and levelled on the sub grade by using motor grader of capcity 80-100kn static weight for achieving required compaction density of atleast 98% of the maximum dry density spreding and
 Important Dates
Published Date
Due Date 27 May 2025 00:00:00
 Estimate and EMD
Estimated Value 19.41 Crore
EMD 0 INR
Processing Fee 0 INR
 Document Links
 Purchasing Agency
 Tender No

TSID: 120744330

 Tender Type and Location
Tender Category
Tender Type
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