Military Engineer Services Tender
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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Provn Of Retaining Wall And Drain Between Certain Unit Locations In The Aor Of Age B/r-ii Under Ge 864 Ews, Job No W/evi-06/bb Cantt/2024-25 in Srinagar, Jammu & Kashmir, with an estimated contract value of Rs. 85,40,000. The bid opening date for this tender is 10-05-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 May 2025
Closing Soon13 Jun 2025
Tender Amount₹ 85,40,000
Costs
EMD
₹ 1,53,100Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Provn Of Retaining Wall And Drain Between Certain Unit Locations In The Aor Of Age B/r-ii Under Ge 864 Ews, Job No W/evi-06/bb Cantt/2024-25
Description
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Contact
Tender Id
2025_MES_707603_1Tender No
CWEK/TOKEN-16/864 EWS/2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Extra over stone walling for hammer dressing with maximum depression n exc.20mm on face from straight edge held against the dressed surface to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses , Granite or Trap stone, all as specified
1400
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M&L for rendering plaster 15mm thick in CM 1:4 on stone masonry surface finished even and smooth without using extra cement complete all as specified and directed.
1400
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M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in coping and like including necessary formwork weathering, slightly rounded or chamfered angles, complete all as specified and directed.
39.5
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M&L for plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in surface channel and drains etc complete all as specified and directed.
34.5
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Construction of RCC culvert having 0.5m span and width 7.5m (Berm+width of road+Berm) complete all as specified and directed shown in drg No CESZ/TD-1100/2011 Sh 1/1.
2
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Excavating over area not exceeding 1.5 m deep and getting out hard and dense soil complete all as specified and directed.
350
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M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
81
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M&L for walling of random rubble stone masonary built in CM 1:6, uncoursed, well bonded, bedded and solidly hearted, and pointed flush the surface in contact with earth in the same mortar as the work proceeds including necessary weep holes at 2m centre to centre as in retaining wall as directed.
725
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M&L for PVC (SWR) pipe single socketed in any length of 110mm bore for weep holes, complete all as specified and directed.
200
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M&L for raised pointing to random or polygonal rubble, un coursed or brought upto courses in CM 1:4, complete as specified and directed.
45
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Returning, filling in including back filling of retaining wall, spreading, leveling, watering and well ramming in layers not exc 25cm all as specified and directed.
250
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Removing excavated materials n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
85
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M&L for hand packing (any thickness) at back of walls over arches etc, and raising (or lowering) to the required level with broken stone or boulder, complete all as specified and as directed.
12
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