Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date13 Feb 2019
Closing Date14 Mar 2019
Tender Amount₹ 80,58,467
Costs
EMD
₹ 1,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_YEIDA_305114_10Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2019/242 DT-04/02/2019Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
66.2
5243
79.2
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-16/2.27/P-80)
3.38
3102
917.75
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-16/4.1.8/P-88)
12.23
54767
4478.15
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level. (DSR-16/5.33.1/P-102)
62.71
404256
6446.45
All works above plinth level upto floor V level. (DSR-16/5.33.2/P-102)
44.94
325817
7250.05
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-16/5.9.1/P-98)
12.97
2515
193.95
Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR-16/5.9.6/P-98)
158.12
73976
467.85
Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DSR-16/5.9.16.1/P-98)
21.93
2679
122.2
Stairs, (excluding landings) except spiral-staircases. (DSR-16/5.9.7/P-99)
365.6
153314
419.35
Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-16/6.4.2/P-111)
88.47
493914
5582.85
Brick work with bricks of class designation-150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-16/6.2.2/P-111)
19.57
86117
4400.5
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
100x10mm (DSR-16/9.97.5/P-158)
24
1180
49.2
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
100 mm (DSR-16/9.100.2/P-159)
12
541
45.1
Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter. The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded). (DSR-16/9.161/P-177)
32.88
41428
1260
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634- 1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately). (DSR-16/9.162/P-177)
13.53
92536
6839.35
Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-in-charge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of 37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600.
-
-
-
The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments). (DSR-16/9.164/P-177-178)
13.53
460816
34058.9
Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. (DSR-16/9.139/P-167)
24
147439
6143.3
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)
515.22
86685
168.25
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.5.2/P-227)
350.02
73381
209.65
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-16/13.16.1/P-228)
115.57
16618
143.8
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. (DSR-16/13.41.1/P-225)
424.81
39804
93.7
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR-16/13.47.1/P-231)
223.79
21662
96.8
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.
-
-
-
Granite of any colour and shade. Area of slab upto 0.50 Sqm. (DSR-16/8.2.2.1/P-128)
173
579887
3351.95
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
-
-
-
8mm thick: Granite of any colour and shade. (DSR-16/8.9.1.2/P-129)
23.18
46777
2018
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.
-
-
-
Granite work. (DSR-16/8.3.2/P-128)
145.5
35749
245.7
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.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-16/10.25.2/P-185)
458.81
39434
85.95
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR-16/21.1.1.2/P-374)
54.43
20928
384.5
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately): Powder coated aluminium (minimum thickness of powder coating 50 micron). (DSR-16/21.1.2.2/P-374)
81.65
36326
444.9
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 4.0 mm thickness. (DSR-16/21.3.1/P-375)
12.31
9127
741.5
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
-
-
-
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
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-
-
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-16/22.7.1/P-382-383)
33.81
34981
1034.65
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.
-
-
-
In cement mortar (DSR-16/15.7.4/P-253)
39.49
33280
842.75
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-16/5.22.6/P-100)
12675.78
717449
56.6
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality:
-
-
-
L D 2.5: Rectangular shape 600x450 mm internal dimensions (DSR-16/19.19.1.1/P-359)
11
11803
1073.05
Under Ground Tank
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
779.53
125075
160.45
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
349.71
27697
79.2
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR-16/2.26.1/AR)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
426.01
84562
198.5
Depth from 1.5 to 3.0 M below G.L.
255.35
62713
245.6
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-16/4.1.8/P-88)
13.01
58260
4478.15
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-16/5.9.1/P-98)
19.57
3795
193.95
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR-16/5.9.2/P-98)
412.04
155998
378.6
Suspended floors, roofs, landings, balconies and access platform (DSR-16/5.9.3/P-98)
76.81
32436
422.3
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-16/5.9.5/P-98)
20.24
6940
342.9
Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DSR-16/5.9.16.1/P-98)
158.8
19405
122.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-16/5.22.6/P-100)
12659.9
716550
56.6
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level. (DSR-16/5.33.1/P-102)
138.41
892253
6446.45
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
-
-
-
Using M.S. angles 40x40x6 mm for diagonal braces. (DSR-16/10.5.1/P-182)
6.3
18082
2870.25
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
-
-
-
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). (DSR-16/10.13.1/P-183)
61.5
4554
74.05
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
-
-
-
M.S. tube (DSR-16/10.26.1/P-185)
26.87
2472
92
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR-16/11.4/P-191)
89.36
49617
555.25
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) :
-
-
-
25mm thick. (DSR-16/11.26.1/P-195)
36.55
42328
1158.1
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. (DSR-16/11.27/P-195)
5.31
6574
1238.2
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR-16/11.36/P-196)
178.43
132894
744.8
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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR-16/11.37/P-196)
40.26
27712
688.35
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.5.2/P-227)
58.99
11479
194.6
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-16/13.16.1/P-228)
76.81
11045
143.8
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. (DSR-16/13.41.1/P-225)
96.74
9064
93.7
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR-16/13.61.1/P-232)
13.86
1086
78.4
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-16/19.16/P-358-359)
68
22297
327.9
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :
-
-
-
(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
-
-
-
(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
-
-
-
(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
-
-
-
Using rough Kota stone. (DSR-16/22.1.1/P-381)
153.56
156254
1017.55
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
-
-
-
Using rough Kota stone (DSR-16/22.2.1/P-381)
183.71
230243
1253.3
The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.
-
-
-
For vertical surface two coats @0.70 kg per sqm per coat. (DSR-16/22.23.1/P-387)
83.93
39287
468.1
For horizontal surface one coat @1.10 kg per sqm. (DSR-16/22.23.2/P-387)
33.42
12109
362.35
Truss at Terrace Level
-
-
-
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.
-
-
-
Hot finished welded type tubes (DSR-16/10.16.1/P-184)
675.68
60980
90.25
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR-16/13.61.1/P-232)
29.05
2277
78.4
Design manufacture, supply and installation of dpi system a complete assembly of co-extruded UV protected 18 mm thick multilayered mesh wall polycarbonate panels incorporated into a complete system panels shall have 7 layers, different layers in soothing colors panels shall be with grip-lock notch standing seam running lengthways to allow the connectors to be attached. The installation of panels with connectors guarantee a guard of water with 10-15 mm of height.
-
-
-
The system shall ensue the mechanical strength, water tightness and air tightness of the roof as per panel length 11980mm (max), width 500-700mm, inclination 5 degree (min) flame retardance B, S2- do Each trapezoidal fastener of SS 304 Grade and secured to supporting MS structure with min 3 numbers of screws to ensure a pull-out load of min. 7000N (7KN). When tested as per ISO 6892:1998 and IS 1608:2005. 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. Panels must satisfy dart drop impact test as per IS 14443-97 shall show no sing of
92.35
784975
8500
Add labour cess @ 1% on all above items
7978680.8
79786
0.01
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