Indian Army Tender
View complete overview of Manipur OSCC Tender
Costs
EMD
₹ 15,000Document 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_ARMY_675073_2Bid Award Id
ViewTender No
A/SAD/IGAR(E)/22SECT/18/24-25Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
GEM & Bid Advisory Services
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BOQ Items
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Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25cm thick in soft/ loose soil complete all as directed
0.5
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Material & Labour for plain cement concrete (1:4:8) , type D-2, (using 40mm graded stone aggregates) in foundations, filling, mass concrete etc complete all as specified and directed
1
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Material & Labour for plain cement concrete (1:2:4), type B-2, (using 40mm graded stone aggregate) in foundations, filling, mass concrete etc complete all as specified and directed
1.5
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M & L for brick work with sub class old size 'B' bricks, straight or curved on plan, exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed
5
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M & L for brick work with sub class old size 'B' bricks, straight or curved on plan to any radius, exc 6m mean radius, built in cement mortar 1:4 as in half brick thick walls complete as specified and directed
2
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M & L for 10mm thick rendereing in cement mortar 1:6 on fair faces of brick work and finishing surfaces even and smooth without using extra cement complete all as specified and directed
10
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M & L for 15 mm thick in two layers (10mm + 5mm) rendering in cement mortar 1:4 on other than fair faces of brick work using waterproofing compound as per manufacturers instructions in top layer and finishing surface even and smooth without using extra cement complete all as specified & directed. (Note : Water proofing compound shall be measured and paid separately as supply only).
10
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M & L for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed
10
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M & L for preparation of new plastered surfaces of wall and applying two coats fo distemper oil emulsion complete all as specified and as directed
10
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Supply and fixing mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St.-240 complete all as specified and as directed
370
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Supply and fixing for rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and countere sunk) forming holes, without any attachement conforming to Fe:410-W(Gde_E_250) quality-A complete all as specified and directed
10
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S & F pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified all as specified and directed.
35
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S & F Pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specfied all as specified and as directed
4.2
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Supply and Fixing 4mm dia galvanised steel wire 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and as directed by Engineer-in-charge
35
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S & F rolled mild steel Fe 410-W (Gde-E-250) quality-A joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc ( cut to ordinary lenghts i.e within 20mm of the length indicated) complete all as specified and directed.
120
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M & L preparaton of new steel and iron surfaces of any description, not otherwise described, over 10cm widht or girth and applying two coats of synthetic enalmel paintover a coat of red oxide primer complete all as specified and directed.
20
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surface dressing not exceeding 15cm deep and getting out in soft/ loose soil complete all as specified and directed
25
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Material & Labour for hardcore of guage not exceeding 63mm, og broken stone or boulders deposited , spread and levelled in layers not exceeding 15cm thick, watered and rolled/ rammed to a true surfaces complete all as specified and directed
2.5
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M & L for sand cushining/ filing under floors 50mm thick for laying floor finished all as specified and directed
0.2
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Material & Labour for 100 mm thick plain cement concrete (1:4:8), type D-2 (using 40mm graded stone aggregate), as in sub base of floor complete all as specified and as directed.
25
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M & L for machine pressed precast concrete interlocking paver block any shape and size with gray cement and no pigment confirming IS 15658-2006 of 60mm thickness M-35 Grade complete all as specified and directed
25
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Material & labour for 75mm thick plain cement concrete (1:3:6) type C-2 using 40mm graded aggregate as in plinth protection finishing the surface even and fair including making joints and filled with bituminous mastic mix propotion of bitument and sand 1:2 complete all as specified and directed
14.4
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M & L for welding not exceeding 2.5cm in length to the metal not exceeding 20mm but not exceeding 25mm thick complete all as specified and as directed by Engineer-in-charge
24
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M & L cement concrete (1:2:4) B-1 using 20mm graded stone aggregate as in lintels up to 1.5m clear span, benching, coping, bed blocks and roof kerbs etc including use of necessary form work all as specified and directed by Engineer-in- charge
0.25
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M & L mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer-in-charge
80
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M & L mild steel TMT bars 6 to 8mm dia and over cut ot length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - charge
73
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M & L framed work as in door or gates of angle or other section with gusset plate, rails brases etc. complete drills for fixing of steel sheeting or other covering door etc, (Gde Fe 410-0-0 or Fe-310-0) all as specified and directed by Engineer - in - charge
17.5
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S & F, 30mm thick, 2nd class hardwood flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides supplied & fixed to chowkats complete all as specified & directed
2
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S & F 150 mm long aluminium analized cost type handle all as specified and directed by Engineer- in - charge
2
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S & F aluminium anodised barrel tower bolt of extruded section 200mm long all as specified and directed by Engineer - in - charge
2
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Supply 100 mm long MS but hinges medium wt colled rolled fixed to angled iron frame complete all as specified.
3
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S & F 250mm long mild steel sliding door bolts plate type stove enmelled black with bright bolt not less than 12mm dia with and incl a minimum 3 bolt and nuts four on bolt plate & two on staple plate all as specified.
1
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S & F, mild steel 300mm, ordinary rat rail rod pattern spring including roller and roller plate and necessary welding complete all as specified and directed by the Engineer- in-changre
1
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