All India Institute Of Medical Sciences Tender
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All India Institute Of Medical Sciences - AIIMS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Jan 2025
Closing Soon22 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IMSBP_842271_1Tender No
09/NIT/CIVIL/ ABEU/AIIMS/BPL/2024-25Tender Authority
All India Institute Of Medical Sciences ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
External Development and maintenance works including boundary wall /external water supply(CPVC/P-PR/GI) of entire campus at AIIMS Bhopal.
External Development and maintenance works including boundary wall /external water supply(CPVC/P-PR/GI) of entire campus at AIIMS Bhopal.
BOQ Items
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All kinds of soil
15
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
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All kinds of soil.
251
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
-
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Pipes, cables etc, not exceeding 80 mm dia.
20
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
55
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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
10
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
35
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1
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Extra for every additional lift of 1.5 m or part thereof in excavation /
banking excavated or stacked materials
-
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All kinds of soil
2
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
150
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
-
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All kinds of soil
7000
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
9000
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
20
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-
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1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
38.59
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
15
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-
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Foundations, footings, bases of columns, etc. for mass concrete
45
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
10
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Suspended floors, roofs, landings, balconies and access platform
5
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-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
10
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-
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Columns, Pillars, Piers, Abutments, Posts and Struts
20
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Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
8
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Edges of slabs and breaks in floors and walls (Under 20 cm wide)
8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
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-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
800
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
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-
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Thermo-Mechanically Treated bars of grade Fe-500 D or more.
50
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Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete
6
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
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-
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Cement Mortar 1:6 (1 cement : 6 coarse sand).
16
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-
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Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :
-
-
-
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Cement Mortar 1:6 (1 cement:6 coarse sand)
15
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-
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Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level.
-
-
-
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Cement mortar 1 : 4 (1 cement : 4 coarse sand)
40
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-
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
156
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-
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
-
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Udaipur green marble/ Zebra black marble
Area of slab over 0.50 sqm
5
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Granite of any colour and shade
Area of slab over 0.50 sqm
12
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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
-
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Granite work
15
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-
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Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
192
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Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp inthe hole (fastener to be paid separately).
-
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Stainless steel cramps
2
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Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
-
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-
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Wedge expansion type
Fastener with threaded dia 6 mm
10
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
-
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Electric resistance or induction butt welded tubes.
900
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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
60
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Welding by gas or electric plant including transportation of plant at site etc. complete
4000
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1600
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
40
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
-
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Medium shade pigment using 50% white cement 50% Grey cement
465
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
-
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25 mm thick
6
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-
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
2
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-
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Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
12
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-
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete.
30
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-
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
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75 mm diameter
12
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-
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110 mm diameter
20
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
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Coupler 75 mm
3
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Coupler 110 mm
4
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Bend 87.5° (75 mm)
2
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Bend 87.5° (110 mm)
1
-
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Shoe (Plain) 75 mm
2
-
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Shoe (Plain) 110 mm
1
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
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75 mm
6
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-
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110 mm
7
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
65
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete
-
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Ridges plain (500 - 600mm)
20
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-
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Flashings/ Aprons.( Upto 600 mm)
8
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-
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North light curves
7
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Barge board (Upto 300 mm)
9
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-
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Crimp curve
3
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Gutter (600 mm over all girth)
4
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-
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12 mm cement plaster of mix ::
-
-
-
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1:6 (1 cement: 6 fine sand)
45
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-
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Neat cement punning.
20
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-
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Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
-
-
-
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Old work (one or more coats)
950
-
-
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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
60
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
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Old work (One or more coat applied @ 0.90 ltr/10 sqm).
5000
-
-
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
250
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-
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
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On Steel Work
15
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On concrete work
30
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Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).
20
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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
-
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20 mm wide and 15 mm deep groove
25
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
45
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
-
-
-
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One or more coats on old work
3500
-
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Two or more coats on new work
100
-
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Painting with aluminium paint of approved brand and manufacture to give an even shade:
-
-
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One or more coats on old work
850
-
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Two or more coats on new work
30
-
-
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Lettering with black Japan paint of approved brand and manufacture
30000
-
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
-
-
-
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With cement mortar 1:4 (1 cement : 4 fine sand)
60
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-
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.
clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners,
connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
15
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Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge
5
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
8
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-
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
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In cement mortar
5
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Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
40
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-
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:4:8 or leaner mix (i/c equivalent
design mix)
30
-
-
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Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres
-
-
-
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Up to 150 mm diameter
8
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-
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
60
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
12
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
18
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
-
-
-
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Made of G.I. wire of dia 4 mm
45
-
-
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Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
-
-
-
... More
Using grade 'A' sealing compound conforming to IS: 1834.
120
-
-
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Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.
-
-
-
... More
New work (Two or more coats)
350
-
-
... More
Old work (One or more coats)
1500
-
-
... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
70
-
-
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Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.
4
-
-
... More
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
950
-
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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
1
-
-
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Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge
10
-
-
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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
10
-
-
... More
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
10
-
-
... More
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge
65
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... More
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
65
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-
... More
Providing and laying gang saw cut 18 mm thick, mirror polished premoulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete asper direction of Engineer-in-Charge.
1
-
-
... More
Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per directionof Engineer-in-Charge.
5
-
-
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Providing and laying tactile tile (for vision impaired persons as per
standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc.complete as per direction of Engineer-in-Charge
2
-
-
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
-
-
-
... More
60mm thick cement concrete paver block of M-35 grade
with approved colour, design & pattern.
250
-
-
... More
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
2
-
-
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
-
-
-
... More
15 mm nominal outer dia Pipes
20
-
-
... More
20 mm nominal outer dia Pipes
12
-
-
... More
25 mm nominal outer dia Pipes
80
-
-
... More
32 mm nominal outer dia Pipes
8
-
-
... More
40 mm nominal outer dia Pipes
10
-
-
... More
50 mm nominal outer dia Pipes
90
-
-
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
-
-
-
... More
50 mm nominal dia Pipes
95
-
-
... More
65 mm nominal dia Pipes
10
-
-
... More
80 mm nominal dia Pipes
6
-
-
... More
100 mm nominal dia Pipes
3
-
-
... More
150mm nominal dia Pipes
3
-
-
... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
-
-
-
... More
50 mm dia nominal bore
15
-
-
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
-
-
-
... More
65 mm dia nominal bore
10
-
-
... More
80 mm dia nominal bore
12
-
-
... More
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
... More
25 mm nominal bore
2
-
-
... More
32 mm nominal bore.
2
-
-
... More
40 mm nominal bore
3
-
-
... More
50 mm nominal bore
4
-
-
... More
65 mm nominal bore
1
-
-
... More
80 mm nominal bore
1
-
-
... More
Providing and fixing gun metal non- return valve of approved quality(screwed end) :
-
-
-
... More
50 mm nominal bore
2
-
-
... More
65 mm nominal bore
3
-
-
... More
80 mm nominal bore
1
-
-
... More
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):
-
-
-
... More
Up to 300 mm dia
0.3
-
-
... More
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
-
-
-
... More
100 mm diameter pipe
3
-
-
... More
150 mm diameter pipe
2
-
-
... More
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top
slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design bricks of class designation 7.5
1
-
-
... More
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
-
-
-
... More
15 mm diameter pipe
50
-
-
... More
20 mm diameter pipe
35
-
-
... More
25 mm diameter pipe
25
-
-
... More
32 mm diameter pipe
35
-
-
... More
40 mm diameter pipe
100
-
-
... More
50 mm diameter pipe
120
-
-
... More
65 mm diameter pipe
30
-
-
... More
80 mm diameter pipe
20
-
-
... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
... More
40 mm nominal bore
3
-
-
... More
50 mm nominal bore
7
-
-
... More
65 mm nominal bore
2
-
-
... More
80 mm nominal bore
1
-
-
... More
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
-
-
-
... More
150 mm dia nominal bore
1
-
-
... More
Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :
-
-
-
... More
150 mm dia
1
-
-
... More
Providing and placing on terrace (at all floor levels) 3 layer polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
-
-
... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
... More
150 mm dia. R.C.C. pipe
20
-
-
... More
250 mm dia. R.C.C. pipe
10
-
-
... More
300 mm dia. R.C.C. pipe
10
-
-
... More
450 mm dia. R.C.C. pipe
6
-
-
... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
-
-
-
... More
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
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Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
... More
L D- 2.5
Rectangular shape 600x450 mm internal dimensions
10
-
-
... More
M D - 10
Square shape 450 mm internal dimension
5
-
-
... More
Circular shape 500 mm internal diameter
2
-
-
... More
H D - 20
Circular shape 560 mm internal diameter
3
-
-
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
-
-
-
... More
For pipes 250 to 300 mm diameter
2
-
-
... More
For pipes 350 to 450 mm diameter
2
-
-
... More
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
-
-
-
... More
Red sand stone - exposed face fine dressed with rough backing.
30 mm thick
3
-
-
... More
White sand stone - exposed face fine dressed with rough backing .
30 mm thick
4
-
-
... More
Providing and placing in position 50 mm thick factory made Precast RCC Rectangular Covers of various sizes, of M-20 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 50 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
2
-
-
... More
Hiring of JCB Hydraulic Excavator (3D) machine including driver and fuel etc.at any where in AIIMS campus complete. As directed by engg-in-charge
24
-
-
... More
Hiring of Hydra/Crane 20 tonne capacity including lifting ,loading , unloading and running charges( operator,Helper and fuel etc.) any where in AIIMS campus complete As directed by engg-in-charge
1
-
-
... More
Hiring of Tractor trolley/Mini Truck for Shifting of material including running charges (driver and fuel etc) at any where in AIIMS campus complete. As directed by engg-in-charge
4
-
-
... More
Repairing of existing barrier by replacing bearing and bearing rod all complete including welding,refixing the same etc as directed by engineer-in-charge. (cost for MS pipe/angle,concrete if required will be paid seperately)
8
-
-
... More
Supply & spreading at site stone dust of uniform thickness including, ramming, consolidating and dressing as directed by engineer-in-charge.
350
-
-
... More
Conslidation of subgrade Roller charges (one roller does 1860 sqm. of consolidation of sub - grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
2
-
-
... More
Providing stem rod for sluice valve of required shape and size made of cast iron suitable for existing sluice valve .
-
-
-
... More
100mm sluice valve stem rod
16
-
-
... More
150mm sluice valve stem rod
12
-
-
... More
Providing and fixing retro reflective signage boards made up of 0.8 mm thick aluminium sheet face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
10
-
-
... More
Assembling and erecting Structural steel section and refixing as directed by engineer-in-charge.(material i.e structural steel will be supplied by the departement and foundations RCC work/ welding will be paid in basic item)
6146.1
-
-
... More
Fixing Polycarbonate sheet on available structural frame including all accessories required for refixing as directed by engineer-in-charge.(The Material Polycarbonate sheet will be supplied by the department)
450
-
-
... More
Providing and fixing 25mm dia CPVC ball valve of approved make with necessary fittings required in outlet point of PP-R pipe line FABT/MABT32mm including cutting, threading the pipe or making connection etc. complete as per direction of engineer-in-charge.(Required 25mm dia CPVC pipe will be paid seperately).
80
-
-
... More
Providing and fixing valve of approved make in existing/new pipeline including cutting,threading,welding etc.all complete
-
-
-
... More
CPVC ball valve 25mm
10
-
-
... More
CPVC ball valve 32mm
4
-
-
... More
CPVC ball valve 40mm
3
-
-
... More
CPVC ball valve 50mm
6
-
-
... More
CPVC ball valve 65mm flange type
3
-
-
... More
CPVC ball valve 80mm flange type
1
-
-
... More
Pruning, trimming, shaping of trees /shrubs (ht 15 feet and above) i/c removal of cut materials upto 50mt. Lead, as per direction of officer in charge. T&P ladder, pole saw, axe billhook, pruning saw etc. shall be arranged by the contractor.
20
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 150mm CPVC flange SH80 with bolts and nut
2
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 100mm CPVC flange SH80 with bolts and nut
2
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 80mm CPVC flange SH80 with bolts and nut
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 65mm CPVC flange SH80 with bolts and nut
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 150mm CPVC socket/coupler SH80
2
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 100mm CPVC socket/coupler SH80
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete CPVC FABT 32mm
3
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete CPVC FABT 40mm
2
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete CPVC FABT 50mm
3
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete CPVC FABT 65mm
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete CPVC FABT 80mm
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete Rubber sheet bundle Neoprene 5mm thickness,1.2m width,1m length
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 160mm P-PR flange with core
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 110mm P-PR flange with core
1
-
-
... More
Providing and fixing plumbing fittings of approved make in existing/new pipeline including cutting,threading, etc.all complete 90mm P-PR flange Pair with core
2
-
-
... More
Providing and fixing Float valve gun metal of approved make (Kartar/zoloto/sant/leader or equivalent) on existing/new water tank with HDPF Copper ball, brass lever etc complete as approved by engineer-in charge.
-
-
-
... More
20mm dia Float valve PN10
2
-
-
... More
25mm dia Float valve PN10
1
-
-
... More
32mm dia Float valve PN10
1
-
-
... More
40mm dia Float valvePN10
10
-
-
... More
50mm dia Float valve PN10
15
-
-
... More
100mm dia Float valve Flanged End Class-125 Body Tested:20.7 Bar
1
-
-
... More
150mm dia Float valve Flanged End Class-125 Body Tested:20.7 Bar
3
-
-
... More
Providing and fixing Cast iron sluice valve flange end Conforming to IS : 14846 (Brand:-Zoloto/kartar/sant/Leader/kranti or equivalent) Body seat ring and stem of Stainless steel,gasket of steam jointing steel,hand wheel operated and gland packing of braided graphite,complete with bolts,nuts, rubber insertions etc.as directed by engg-in-charge.
-
-
-
... More
50mm sluice valve
1
-
-
... More
65mm sluice valve
1
-
-
... More
80mm sluice valve
1
-
-
... More
100mm sluice valve
3
-
-
... More
150mm sluice valve
1
-
-
... More
Providing and fixing forex sheet 5mm thckness, printed in different design, shape & colour etc. as approved by Engineer-In Charge.
3
-
-
... More
Supply and fixing SS Grade 304 signage/inaugration -1.5mm sheet cut-out in different design and shape engraving by CNC Machine with colour etc. as approved by Engineer-In Charge.
2000
-
-
... More
Repair of RCC road in patches of various siz eas per site condition in running traffic as per the following specifications and methods cement concrete 1:1.5:3 by adding MircoConcrete cement-sikarep4 or equivalent (50% of OPC ratio),Prime Rapid (hardner) @850cc per 50kg all mix and applying bonding agent two component of approved brand @0.55kg/sqm (Sikadur 32 LP or equivalent) , complete with all labour, material and consumables as per the direction of engineer in charge. 1. Marking of the road surface wherein damaged has occurred and proper barricading all around. 2. Saw cutting on periphery of the marking so that only designted patch is affecetd in subsequent steps. 3.Jack hammering of the patch to loosen the concrete untill rebars appear, approx. 6" deep cutting on the entire marked area 4. Surface cleaning of the exposed face off all dirt, debris and unwwanted deleterious materials.5. Coating of exposed surface with boding cementing agent for preparing the surface to allow the bonding between this and upcoming new concrete. 6. pouring of reach mix of concrete with addition of hardner to make good the patch 7. brooming of surface to make it skid free. 8. Curing with gunny bags and barrication of the surface till it attains sufficent hardness.9.disposal of debris away from the site and cleaning the road for smooth flow of traffic.
12
-
-
... More
Providing & fixing of Plastic Speed Breaker/Bump is designed so dynamically and compact that it can bear maximum load on it. It is made of High Density Poly Ethylene plastic material. It is UV Stabilized so it doesn’t fade in sunlight. Four highly reflective reflectors molded in PMMA material welded with PE base plate through ultrasonic welding process and then fixed on the speed bump so that dust and water cannot touch the reflector’s inside area and thus it maintains its reflectivity for a long time. The top surface of the speed breaker should be so that the vehicles is jerk free and skid free. 6 Nos. metallic bolts are used per pc for installation on road. Available in Yellow & Black Colours. Dimensions ( not less than): L=240 mm: W=730mm : Height= 70mm. Weight of the Bump per pc should not be less than 2200 gms and 8800 gms per mtr. including fixing with 1:1.5:3 cement concrete all complete as per manufacture specification & direction of Engineer-in-charge. Item should be tested from a NABL Government Lab for Material identification, compression load and UV stabilization as approved by engineer-in-charge.
5
-
-
... More
Providing & fixing of Solar Stud is Waterproof, energy-saving and Eco-friendly Solar Road Stud made out of solid aluminum-alloy shell powered by solar cells and panels. Ideal signal product for highways, parking lots, roads and similar isolated or stand-alone traffic applications :Technical Specifications: 1.Aluminum-alloy shell:2.Solar panel mono-crystalline solar 2.4 V / 0.3 Watt .: 3. One Ni-Mh or Ni-cd rechargeable battery1.2V/1.3AH rechargeable battery Capacity 1300mAh Ingress Protection: Conforms to IP 68.:4. Six Super bright LEDs .:5. Color: yellow, red, blue,green and white .: 6. Working time: 3 to 4 days successively after the battery is fully charged . 7. Charging time: five to six hours/day . 8. Solar energy-based power source. 9. Brightness sensitive auto-switch, automatically turns on at night and turns off at dawn Flash Rate: 60 to 70 times per minute normally..10. High visibility LED's help ensure easy and safe night driving. 11. Ideal for highways, parking lots, roads and similar isolated or stand-alone traffic applications. 12. Size: 125 X 125 x 25mm with Shank of 65 mm. The electronic circuit is encapsulated with the battery in the shank of the Solar Stud. A non-invasive switch to avoid battery drainage during storage and transportation & The product should be Tested by NABL approved Lab. and approval of Engineer-in-charge.
25
-
-
... More
Supply-and Installation of 8mm thick Multicell Polycarbonate sheet roofing for skylight: assembly of extruded cellular structure UV protected with 3 cells and 4 walls structure shall be uniform in colour with an integral Tight-Cell core. Panel width shall not be less than 900mm and having vertical standing seam at both sides with 15-20mm height to ensure best performance for wind uplift, Vibration, Oil Canning and Visual appearance. Panels shall be having min. 45-50 microns co-extruded, UV protected on top Layer (exposed to Sun) and min. 15 micron on other side, of approved colour/shade. Panels shall be fixed on existing (M.S. / S.S) Purlins with stainless steel fastener and connected with polycarbonate U connectors to interlock the panels with snap on / click-on/ grid lock mechanism to ensure maximum uplift capacity and PC End Cap, complete to make watertight skylight system. The U Value should be in the range of 2.1-2.4 W/m2K. Panel shall have extensive aluminum U-Profile/Glazing bar for the ends. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155 or Equivalent test by any NABL Approved Labs. Panels shall not have Yellowness Index as per ASTM E-313, Delta (DE) change should not be more then 10 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155 or Equivalent test by any NABL Approved Labs. The Panel Manufacture should have 3rd party test certificate of the following Panel Test to ensuring the quality of the panels:-Test Methods or Equivalent ASTM E-313 Yellowness Index ASTM G 155 For UV exposed test IS 14443 For Dart drop impact test UL 94 For Flammability etc.Warrenty-Min. 10 years. Test certificate of Yellowness Index,UV exposed,Flammability,specific gravity,water absorption,Dart Impact Test,tensile force,thermal conductivity as per ASTM/IS code shall be submitted by the vendor.as per direction of engineer-in-charge.
48
-
-
... More
Providing Barricades madeout of HDPE material of size not less than Length-940mm, Width-273mm & Height-1473 mm., weight not less than 8kg, & tested from NABL Government lab as per direction of officer-in-charge.
3
-
-
... More
Providing and fixing Pressure Reducing Valve 100mm flange end PN20 of approved make ,Body hydrostatic 30bar made of Ductile Iron body inlet pressure range 17.24 Kg/Cm2;Set Pressure Range 0.6 Kg/Cm2 to 6 Kg/Cm2, tested as per BSEN 12266 standard complete installation in existing pipeline as per direction of engg-in-charge
1
-
-
... More
Supply of clean potable drinking water through water tanker having capacity of 12000 liter including cost of water, loading-unloading,waiting,driver,fuel and oil charges with all lead and lift etc. at AIIMS campus in various locations as and when required.
4
-
-
... More
Supply of clean potable drinking water through water tanker having capacity of 5000 liter including cost of water, loading-unloading,waiting,driver,fuel and oil charges with all lead and lift etc. at AIIMS campus in various locations as and when required.
15
-
-
... More
Supply & installation of Multicell Polycarbonate panel system of Approved Make – Danpal /Coxwell or equivalent of 16 mm thickness (minimum) 5cell-6walls including all standard fixing accessories. The panel system shall be of width min. 900mm for better stability. The panels should have uniform in colour with X Structure inside for better stability, thermal insulations and diffusion of light. Especially designed for shading throughout the day for better ambient temperature below the roof. Panels shall have minimum seven layers with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance and U- Value not more than 1.7W/m2C as per EN ISO 10077-2:2018. Panels shall be manufactured with vertical standing seam double tooth grip locking mechanism both sides of the panel. Panels have to be fixed on MS structure with snap on connectors with grip lock double tooth locking mechanism and will be secured on MS structure(will be paid separately ) with 50 mm Aluminium Cleat and double tooth locking polycarbonate connector for best stability and having a pull-out load 7KN. Panels cell structure be in truss bridge design or commonly called X structure for better strength and stability. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate Panel which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 hours as per ASTM G 155. Panel shall be with additional End cap / Aluminium U/F profile / Glazing Bar (all mill finish) for ends as required. Equivalent test by any NABL Approved Labs. The Panel Manufacture should have 3rd party test certificate of the following Panel Test to ensuring the quality of the panels:-Warrenty-Min. 10 years. Test certificate of Yellowness Index,UV exposed,Flammability,specific gravity,water absorption,Dart Impact Test,tensile force,thermal conductivity as per ASTM/IS code shall be submitted by the vendor.
28.8
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