Military Engineer Services Tender
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Costs
EMD
₹ 19,202Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_690871_1Tender No
AGE (I)/S-21/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Fixing of chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engr-in-charge Note : the rates quoted shall be inclusive of cleaning the surrounding area where required for fixing of chain link.
945
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Supply of chain link MS galvanised fencing with 4mm dia GI wire and average size of mesh 75 mm x75 mm incl line wires, to any type of standards rails, staining bolts, etc incl provn of bindingwith mild steel wire not less than 0.9mm dia complete all as specified
2400
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M&L applying two coats of synthetic enamel paint over a coat of red oxide 0r zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed.
186
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M&L for preparation of new steel surfaces n exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specifed and directed.
65
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S&F Mild steel Round bars 10 mm dia and over bars (Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde - E-165) cut ot length bent to shape required including cranbing, bending spirrally, hooking ends and binding with and including mild steel wire annealed net less than 0.9 mm dia or securing with clips all as specified
1260
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S&F galvanised, 2 strand , steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails staining bolts and MS Hook, incl securing or tying at crossings with and provn of galvanised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured).
21
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S&F MS Flat iron for securing bolts post and strut in fencing including cutting drilling holes notching for wire etc. flat iron filet and similar work conforming to FE 410-0 or Fe 310-0 complete all as specified
590
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S&F mild steel screw bolts 10/12mm dia(machine made) with hexagonal or square heads at one end and screwed the other , or screwed both ends , each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm but n. exc. 15 cm long and dia of shank 5 to 10 mm complete all as specified and directed.
65
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground
325
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Dismantling of fencing wire mesh, any type complete all as specified and as directed by Engineer-in-Charge.
117
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Material and labour for hard core of broken boulders or stone agregate of gauge n. exc 63mm , deposited ,levelled in layers n.exc 15 cm th watered and well rammed to a true surface complete all as specified and directed
5
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Material and labour for 75mm thick PCC 1:3:6 type C-2 as in plinth protection finishing the surface even and smooth without using extra cement laid to a slope of 1 to 20. It shall be laid in alternate bays, each bay not exceeding 3 m in length with joint to be filled with bituminous mastic filling comprising of mixture of one part of heated hot blown bitumen 85/25 penetration and three parts of heated sand all as directed by Engineer-In-Charge
55
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