Indian Army Tender
View complete overview of Nagaland Indian Army Tender
Indian Army Tender
Eprocure
Opening Date20 Dec 2018
Closing Date2 Jan 2019
Tender Amount₹ 12,000
Costs
EMD
₹ 12,000Document Cost
Refer DocumentsTender 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
2018_IHQ_420736_1Bid Award Id
ViewTender No
2001/E-QTN/2018-19/20/MCATender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in
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Documents
BOQ Items
02 Nos Goal Post of size 7.32 m length x 3.03 m height of 100 mm dia MS pipe medium grade (ISI marked), Goal post to be fixed by using cement concrete 1:2:4 type B0 and two coats of synthetic enemel paint over a coat of red oxide primer complete all as directed.
1
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Football Goal Post Net Nylon of standard size of best quality.
2
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Dozer Operator
17
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Roller Operator
8
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Construction of waiting shed of size 6.46 mtr x 3.00 mtr x 3.00 mtr clear height
-
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Ordinary Portland cement (OPC) 43 grade in 50 Kg bags
47
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Sand fine (best locally available) washed silt content not more than 4%
7
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Stone aggregate graded 20 mm as per specification
3.5
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Stone aggregate graded 40-63 mm as per specification
2
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Bricks llnd class all as per specification
1745
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Mild steel tube pipe 4.10 mtr long medium gradeof nominal bore 65 mm dia x 3.65 mm thick, outer dia 76.1 mm weight not less than 6.53 Kg/RM to support trusses fixed and shall be a height 3.20 mtr each column above GL and 0.90 m to be embedded in ground with PCC 1:3:6 using 20 mm graded stone aggregate including necessary base plate welded to top of MS pipe for rest of truss complete all as directed.
6
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Mild steel tube truss 3.60 mtr span made of steel section of size 32mm x3.25 mm thick and weight not less than 3.15 Kg/RM, bracing member made of steel section of size 32mm x3.25 mm thick confirming to IS 4923:1997 including necessary welding, reveting etc to MS vertical pipe complete all as directed.
3
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MS Purlins of length 7.06 mtr made of 32 mm x 3.25 mm thick and weight not less than 3.15 Kg/RM conforming to IS-4923 : 1968 including necessary welding, reveting etc to MS vertical pipe complete all as directed.
3
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PPGI corrugated roof sheet of size 12' x 4' x 0.60 mm thick with guard film. PPGI sheet shall have minimum coating 4-5 micron epoxy primer and 18-20 micron polyster top coat, depth of crest 20-30 mm pitch 195-200 mm fixed on the frame work of purlins with self tightening screws minimum end lap of 150 mm one side lap with the last profile cover lapping.
7
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Self tapping machine screw 60 mm long with complete washer for fixing of roof sheet complete.
180
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Welding rod
1
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Metal cutter blade 4" dia.
3
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Cement Base Paint primer.
5
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Cement Base Paint snowcem.
10
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Red oxide for metal surface.
2
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Synthetic enamel oil paint best quality.
6
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Thinner
2
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Paint Brush 100 mm long.
1
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Paint Brush 2" long.
1
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Mason
7
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Labour
7
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Welder / Blacksmith
3
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Painter
2
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