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 Provision Of Retaining Wall At 12 Comp Pi Asc And At Water Filtration Plant At 305 Fd Hosp And Provision Of View Cutter A Mess And Offr Complex 300m Mtn Bde Camp Under Ge 859 Ews. in Tawang, Arunachal Pradesh, with an estimated contract value of Rs. 4,54,000. The bid opening date for this tender is 21-05-2025 and the last date for bid submission is 10-06-2025. 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

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 May 2025
Closing Soon10 Jun 2025
Tender Amount₹ 4,54,000 
Notes
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Costs

Description

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BOQ Items

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M & L for cement concrete in foundation, filling and mass concrete in type D2 1:4:8 (40mm graded aggregate)Complete all as specified and directed.

23.72

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M&L Plain Cement Concrete Type C2 1:3:6 using 40 mm graded stone aggrgate as in foundation filling and mass concrete complete all as specified and as directed.

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1140

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S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as specified.

510

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M & L for wall of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM 1:6, Complete all as specified and directed.

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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/boulder complete all as specified and directed.

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29.5

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M & L for cement concrete 1:2:4 type B1( using 20mm graded stone aggregate in copping, benching and similar worksincluding weathering, slightly rounded or chamfered angles and throating,etcincluding necessary formwork, complete all as specified and directed

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Returning, fillingin, including spreading, levelling watering and well ramming in layers not exc 25 CM, Complete all as specified and directed.

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Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point, Complete all as specified and directed.

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M&L surface excavation in hard/dense soil n exc 30cm deep and averaging 15cm deep and getting out complete all as specified and as directed.

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Hard core of gauge n exc 60mm deposited spread and level in layers n exc 15cm thick watered and rammed to a true surface

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M&L for 75mm thickness PCC type D-2 (1:4:8) (40mm graded agg) as in sub base complete all as specified and as directed.

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M&L for 75mm thickness PCC type C-2 (1:3:6) (40mm graded agg) as in sub base etc complete all as specified and as directed.

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M&L 75mm thickness cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate), in flooring/ hard standing complete all as specified and as directed

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M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ in 100mm thick concrete slab complete all as specifiede and as directed.

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