Military Engineer Services Tender
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Military Engineer Services - MES Tender
Pipe Line Project
Eprocure
Opening Date7 Jan 2025
Closing Date28 Jan 2025
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692188_1Tender No
AGE (I)/Bhalra- /2024-25 (NIT-41/2024-25)Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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(c) 40 mm bore
250
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(d) 25 mm bore
400
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Supply and fixing in replacement of following size of Gun metal globe, Ball or gate valve class-1 with iron wheel head screwed both ends for pipes of following sizes complete all as specified and directed :-
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(a) 50mm bore
5
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(b) 40 mm bore
8
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(c) 25 mm bore
15
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Supply and fixing cast iron Air release valve with air outlets, drilling and threading for 25mm bore and fixing up in 80mm GI pipe main including rubber gasket, bolt, nut and washers etc conforming to IS 14845, complete all as specified and directed :-
3
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Supply and fixing cast iron Air release valve with air outlets, drilling and threading for 25mm bore and fixing up in 50mm GI pipe main including rubber gasket, bolt, nut and washers etc conforming to IS 14845, complete all as specified and directed :-
3
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Supply and fixing of 80 mm bore CI non return butterfly valve double flanged ISI Marked class 1.6 PN with necessary bolts and nuts of suitable size with and including rubber gasket for flanged joints and testing conforming to IS 5312:2004, complete all as specified and directed.
4
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Supply and fixing of 50 mm bore CI non return butterfly valve double flanged ISI Marked class 1.6 PN with necessary bolts and nuts of suitable size with and including rubber gasket for flanged joints and testing conforming to IS 5312:2004, complete all as specified and directed.
4
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Material and labour for construction of brick masonry valve pit of size 60cmx60cmx60cm (internal dimension) built in cement mortar 1:4, plain cement concrete (1:4:8) type D-2 as in foundation and including 15mm thick plastering internally with cement mortar 1:4 and flush pointing externally as the work proceeds in same mortar and 50mm thick plain cement concrete (1:2:4) type B-1 as in coping complete with frame of angle iron work of size 40 x 40 x 6 mm and MS sheet cover 3mm thick and locking arrangements and handle duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, including all excavation and earth work, removal surplus earth to a distance of 50 mtr complete all as specified and directed by Engr-in-Charge.
3
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Material and labour for construction of brick masonry valve pit of size 90cmx90cmx90cm (internal dimension) built in cement mortar 1:4, plain cement concrete (1:4:8) type D-2 as in foundation and including 15mm thick plastering internally with cement mortar 1:4 and flush pointing externally as the work proceeds in same mortar and 50mm thick plain cement concrete (1:2:4) type B-1 as in coping complete with frame of angle iron work of size 40 x 40 x 6 mm and MS sheet cover 3mm thick and locking arrangements and handle duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, including all excavation and earth work, removal surplus earth to a distance of 50 mtr complete all as specified and directed by Engr-in-Charge.
3
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Excavating in trenches in any type of soil, not exceeding 1.5m wide and not exceeding 1.5m in depth and getting out, complete all as specified and as directed.
230.85
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
205.42
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Removing excavated soils not exceeding 50 metres and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed.
25.43
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Material and labour for PCC 1:4:8 (nominal mix), type D-2 using 40mm graded stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.
3.24
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Material and labour for cutting existing road surface i.e bituminous portion, WBM surface, soiling and excavation in any type of soil etc making suitable trench of minmium 30cm in widthx60cm deep along the cross section of road for laying GI/CI pipe line and including making good to road surface to match the eixting specification of road, removal of surplus material to a distance not exceeding 50m, complete all as specified and as directed.
3.24
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Material and labour for making connection of G.I. distribution branch with G.I. main of size upto 80mm by providing and fixing tee, including cutting and threading the pipe etc. complete all as specified and as directed.
4
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