Military Engineer Services Tender
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Costs
EMD
₹ 38,900Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696098_1Tender No
8115Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M & L for PCC 1:3:6, type C-1, using (20mm graded stone aggregate) copings including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and directed by Engr-In-Charge.
7
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M & L for rendering 15mm thick plaster in CM (1:6) on fair faces of brick work or concrete Surfaces. complete all as specified and directed by Engr-in-charge.
410
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed by Engr-In-Charge.
10
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Demolition of cement concrete (un-reinforced) in ground floors and paving n exc. 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge.
89.5
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M & L for PCC 1:2:4, type B -2, using (40mm graded stone aggregate), as surface channels, drains etc. complete including necessary form work.
3
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M& L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engr-in-charge.
94.5
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M& L for Add or deduct for each 25 mm girth or part thereof over or under 30cm complete all as specified and directed by Engr-in-charge.
88
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Demolition of reinforced concrete in ground floors n exc 15cm thickness complete all as specified and directed by Engr-in-charge.
5.1
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Material and labour for precast cement concrete reinforced (measured separately) 1:2:4 type B-1 using 20mm graded stone aggregate set in Cement Mortar 1:4 as in drain covers, cover slabs etc. complete incl formwork, complete all as specified and directed by Engr-in-charge.
5.1
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M&L for MS TMT bars 8mm dia and over cut to length, bent to shape required, including cranking, bending,spirally for hoping for columns, hooking end and binding with and incl mild steel wire (annealead) not less than 0.9mm dia, complete all as specified and directed by Engr-in-charge.
650
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S&F reinforced concrete pipes class NP3 laid and jointed complete with collars bore of pipe 450mm complete all as specified and directed by Engr-in-charge.
14
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Excavation in trenches n exc 1.50m wide and n exc 1.50m deep and getting out in soft/ loose soil complete all as specified and directed by Engr-in-charge.
9
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Returning, filling in, including spreading, levelling, waterning and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engr-in-charge.
2
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Removing excavated material n,exc 50 m and depositing where directed at a level n, exc 1.5m above the starting point. complete all as specified and directed by Engr-in-charge.
7
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