SW-I:-DVG - Reconstruction of staff quarters 12 units in lieu of dilapidated Qtrs Type-II No 8/A-D,11,33/A-B, 43, 46/A-B, and 52/A-B at DVG SW-II:- HRR : Reconstruction of staff quarters at HRR type-II -12 units in lieu of dilapidated Qtrs Type-II No. 8/A-D, 11, 18/A-C, 20/A-B , 34/A-B, at HRR station

A-List of items that are covered under DSR

B-List of items that are not covered under DSR

A1-List of items that are covered under DSR

Item Breakup - A-List of items that are covered under DSR

88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 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. ( Internal work - Exposed on wall ) 79 18.7.2 20 mm nominal dia Pipes Metre 80 335 26800 80 18.7.3 25 mm nominal dia Pipes Metre 100 401.55 40155 81 18.7.5 40 mm nominal dia Pipes Metre 110 702.95 77324.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 18.8 fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 82 18.8.2 20 mm nominal dia Pipes Metre 90 537.6 48384 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 83 18.9.5 40 mm nominal dia Pipes Metre 184 563.05 103601.2 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 84 18.17.1 25 mm nominal bore Each 24 622.4 14937.6 85 18.17.3 40 mm nominal bore Each 4.5 826.1 3717.45 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 86 18.18.3 25 mm nominal bore Each 24 464.05 11137.2 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 87 18.46.3 25 mm nominal bore Each 24 439.25 10542 88 18.46.5 40 mm nominal bore Each 4.5 631.3 2840.85 18.48 Providing and placing on terrace (at all floor Per 12000 11 132000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 89 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 90 18.49.1 15 mm nominal bore Each 36 506.8 18244.8 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 91 18.53.1 15mm nominal bore Each 12 574.3 6891.6 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 12 111.45 1337.4 having length of 138mm, breadth 102mm, 92 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non modular) Each 24 2707.65 64983.6 93 bricks of class designation 7.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 94 19.6.1 100 mm dia. R.C.C. pipe Metre 45 507.05 22817.25 95 19.6.2 150 mm dia. R.C.C. pipe Metre 60 556.45 33387 96 19.6.3 250 mm dia. R.C.C. pipe Metre 75 899.8 67485 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation 19.9 concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement 19.9.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non modular) Each 4.5 12725 57262.5 97 bricks of class designation 7.5 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 19.30 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm 19.30.1 deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) Each 16 6937.9 111006.4 98 bricks of class designation 7.5 22.0 WATER PROOFING 22.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 22.3 Providing and laying water proofing Sqm 120 769.6 92352 treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm 99 cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). 22.6 Providing and laying water proofing Sqm 600 688.9 413340 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness 100 consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. Grading roof for water proofing treatment 22.14 with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse cum 23 8042.3 184972.9 101 sand : 4 graded stone aggregate 20 mm nominal size) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.73S PREFAB/PRECAST TECHNOLOGY MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 26.86 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 102 26.86.1 Frame size 45 x 70 mm Metre 123 705.85 86819.55 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index 26.89 of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 103 26.89.2 25 mm thick Sqm 42 3889.15 163344.3 Total 34269065.80 SW-II:- HRR : Reconstruction of staff quarters at HRR type-II -12 units in lieu of dilapidated Qtrs Item- 2 Type-II No. 8/A-D, 11, 18/A-C, 20/A-B , 34/A-B, at HRR station S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 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), 2.8 including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 800 260.3 208240 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 2.25 Filling available excavated earth (excluding cum 700 196 137200 rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, 2 consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.25A Excavating, supplying and filling of local cum 100 700.5 70050 earth (including royalty) by mechanical transport upto a lead of 5km also including 3 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Extra for every additional lift of 1.5 m or part 2.26 thereof in excavation / banking excavated or stacked materials. 4 2.26.1 All kinds of soil cum 300 126.8 38040 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost 4.1 of centering and shuttering - All work up to plinth level : 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 120 7178.75 861450 derived from natural sources : 6 graded stone 5 aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course Sqm 100 410.85 41085 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 6 from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 4.14S MISCELLANEOUS 4.17 Making plinth protection 50 mm thick of Sqm 109 749.3 81673.7 cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 7 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. Sqm 540 392.15 211761 8 for mass concrete 5.9.3 Suspended floors, roofs, landings, balconies Sqm 1275 927.25 1182243.75 9 and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 1275 736.4 938910 10 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 675 961.3 648877.5 11 Struts 5.9.15 Small lintels not exceeding 1.5 m clear span, Sqm 30 392.15 11764.5 moulding as in cornices, window sills, string 12 courses, bands, copings, bed plates, anchor blocks and the like 5.9.16 Edges of slabs and breaks in floors and walls 13 5.9.16.1 Under 20 cm wide Metre 600 208.55 125130 5.9.19 Weather shade, Chajjas, corbels etc., Sqm 99 951.1 94158.9 14 including edges 5.12S PRE-CAST RCC MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 5.16 Providing, transporting, hoisting and fixing cum 3 20355.8 61067.4 above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing 15 with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 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). 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of 5.33 concrete, to improve durability and w o r k a b i l i t y without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.2 Concrete of M30 grade with minimum cement cum 240 9655.7 2317368 16 content of 350 kg /cum 5.33.2 All works above plinth level upto floor V level 5.33.2.2 Concrete of M30 grade with minimum cement cum 345 10011.35 3453915.75 17 content of 350 kg /cum 6.0 MASONRY WORK 6.26S EXPOSED BRICK WALL 6.38 Providing and laying Autoclaved Aerated cum 105 10195.45 1070522.25 Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth 18 level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 6.47 Providing and laying Autoclaved Aerated cum 225 8333.65 1875071.25 Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth 19 level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). 7.0 STONE WORK 7.1S RANDOM RUBBLE MASONRY Random rubble masonry with hard stone in foundation and plinth including levelling up 7.1 with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse cum 80 7311.25 584900 20 sand) MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 8.0 CLADDING WORK 8.1S General 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 8.2 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 stone slab colour black, Cherry/Ruby 8.2.2 red 21 8.2.2.1 Area of slab upto 0.50 sqm Sqm 15 5413.5 81202.5 22 8.2.2.2 Area of slab over 0.50 sqm Sqm 30 5136.3 154089 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., 8.3 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 23 8.3.2 Granite work Metre 105 510.95 53649.75 8.20S STONE WORK DRY CLADDING Providing and fixing specified wood frame work consisting of battens 50x25mm fixed 8.27 with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. 8.27.1 Kiln seasoned and chemically treated hollock cum 3 187277.65 561832.95 24 wood 8.31 Providing and fixing Ist quality ceramic glazed Sqm 540 1267.95 684693 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, 25 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. 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position 9.1 with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 26 9.1.1 Second class teak wood cum 12 142949.7 1715396.4 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel 9.7 inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.7 Float glass panes 9.7.7.2 5.0 mm thick glass panes (weight not less Sqm 111 2600.45 288649.95 27 than 12.50 kg/sqm). MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and 9.18 other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 28 9.18.1 18 mm thick Sqm 160 1245.75 199320 29 9.18.2 25 mm thick Sqm 60 1715.2 102912 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board 9.20 construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Sqm 240 3473.85 833724 30 Steel butt hinges with necessary screws 9.23 Extra for providing lipping with 2nd class teak Sqm 240 462.35 110964 wood battens 25 mm minimum depth on all 31 edges of flush door shutters (over all area of door shutter to be measured). Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions 9.27 with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. 9.27.1.1 pressed butt hinges bright finished of required size 32 9.27.1.1.1 Second class teak wood Sqm 210 4852.3 1018983 9.40S MISCELLANEOUS-WOOD WORK 9.43 Providing and fixing 18 mm thick, 150 mm Metre 180 725.85 130653 wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickel plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel 33 plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. 9.48 flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl Kg 3300 238.35 786555 34 plugs screws etc. 9.53 Providing 40x5 mm flat iron hold fast 400 mm Each 468 228.85 107101.8 long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and 35 embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 9.70S STAINLESS STEEL FITTINGS Providing and fixing IS : 12817 marked 9.70 stainless steel butt hinges with stainless steel screws etc. complete : 36 9.70.2 100X58X1.90 mm Each 72 107.1 7711.2 9.72S BRASS FITTINGS MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing bright finished brass door 9.75 latch with necessary screws etc. complete : 37 9.75.2 250x16x5 mm Each 36 308 11088 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating 9.96 not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 38 9.96.2 250x16 mm Each 72 260.6 18763.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less 9.97 than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 39 9.97.2 250x10 mm Each 72 115.15 8290.8 40 9.97.4 150x10 mm Each 120 82.55 9906 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less 9.100 than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 41 9.100.2 100 mm Each 180 59.55 10719 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 9.101 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 42 9.101.1 Single rubber stopper Each 108 39.6 4276.8 9.105S GYPSUM BOARD PARTITIONS 9.115 Providing and fixing powder coated telescopic ONE 144 414.2 59644.8 drawer channels 300 mm long with necessary SET 43 screws etc. complete as per directions of Engineer- in-charge. 9.116 Providing and fixing sliding arrangement in Each 24 20.4 489.6 racks/ cupboards/cabinets shutter by with 44 stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) 9.129 Providing and fixing cup board shutters 25 Sqm 120 2307.35 276882 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side 45 decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with 9.135 average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 46 9.135.2 With 12 mm mild steel U beading Sqm 120 1228 147360 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary 9.147 stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Three track three panels sliding window with two glazed & one wire mesh panels with 9.147.A4 Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A4.1 Using R2 series with frame (70 mm & above) Sqm 135 10993.55 1484129.25 x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & 47 above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). Fixed window / ventilator without mullion / 9.147.C1 transom. 9.147.C1.1 Using R1 series with frame (33mm & above ) Sqm 11 8247.25 90719.75 48 x (35mm & above). (Height upto 0.90 meter) Providing and fixing bright /matt finished 9.165 Stainless Steel handles of approved quality & make with necessary screws etc all complete. 49 9.165.1 125 mm Each 93 119.2 11085.6 9.172 Providing and fixing stainless steel soft ONE 24 885.1 21242.4 closing heavy type telescopic drawer SET 50 channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 9.173 Providing and fixing ready made 304 grade Kg 600 533.25 319950 stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with 51 necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) 10.0 STEEL WORK 10.1S General Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position 10.16 and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 52 10.16.2 Hot finished seamless type tubes Kg 1500 206.35 309525 10.28 Providing and fixing stainless steel ( Grade Kg 1050 772.4 811020 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, including fixing the railing with necessary accessories & stainless steel dash 53 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.). 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm 11.41A including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 54 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 180 1464.85 263673 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 55 11.46.1 Size of Tile 500x500 mm Sqm 60 1593.9 95634 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement 11.56 mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge. 11.56.2 Polished Granite stone slab of all colour and Sqm 600 3071.05 1842630 56 texture except Black, Cherry/Ruby Red 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal 12.41 ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 57 12.41.2 110 mm diameter Metre 150 377.4 56610 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.5 Bend 87.5 degree 58 12.42.5.2 110 mm bend Each 24 150.35 3608.4 12.42.6 Shoe (Plain) 59 12.42.6.2 110 mm Shoe Each 24 131.85 3164.4 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. 12.43 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. 60 12.43.2 110 mm Each 90 371.3 33417 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 61 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 5446 333.35 1815424.1 13.16S 6 mm CEMENT PLASTER 13.16 6 mm cement plaster of mix : 62 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 4365 300.45 1311464.25 13.33S POINTING ON STONE WORK MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Pointing on stone work with cement mortar 13.33 1:3 (1 cement : 3 fine sand) : 63 13.33.1 Flush/ Ruled pointing Sqm 270 385.4 104058 13.44S EXTERIOR FINISHING Finishing walls with Premium Acrylic Smooth 13.47 exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 Sqm 3300 171.1 564630 64 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 65 13.61.1 Two or more coats on new work Sqm 150 155.9 23385 13.80 Providing and applying white cement based Sqm 5000 156.05 780250 putty of average thickness 1 mm, of 66 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved 13.82 brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 67 13.82.2 Two coats Sqm 4500 137.45 618525 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush 17.2 pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic Each 12 6515.55 78186.6 68 seat and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size Each 12 2648.85 31786.2 69 630x450 mm with a pair of 15 mm C.P. brass pillar taps 17.8 Providing and fixing white vitreous china Each 12 1683.35 20200.2 pedestal for wash basin completely recessed 70 at the back for the reception of pipes and fittings. Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, 17.10 including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 71 17.10.1.1 510x1040 mm bowl depth 250 mm Each 12 6945.6 83347.2 17.31 Providing and fixing 600x450 mm bevelled Each 12 1607.95 19295.4 edge mirror of superior glass (of approved 72 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 73 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 60 1151.9 69114 17.35.2 75 mm diameter : 74 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 60 1044.75 62685 Providing and fixing bend of required degree 17.38 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 75 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 36 598.5 21546 Providing and fixing trap of self cleansing design with screwed down or hinged grating 17.60 with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 76 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 Each 36 1683.55 60607.8 17.60.2 100 mm inlet and 75 mm outlet 77 17.60.2.2 Sand Cast Iron S&S as per IS- 1729 Each 36 1558.35 56100.6 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP 17.73 brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length of Each 12 673.4 8080.8

88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 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. ( Internal work - Exposed on wall ) 79 18.7.2 20 mm nominal dia Pipes Metre 80 335 26800 80 18.7.3 25 mm nominal dia Pipes Metre 100 401.55 40155 81 18.7.5 40 mm nominal dia Pipes Metre 110 702.95 77324.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 18.8 fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 82 18.8.2 20 mm nominal dia Pipes Metre 90 537.6 48384 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 83 18.9.5 40 mm nominal dia Pipes Metre 184 563.05 103601.2 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 84 18.17.1 25 mm nominal bore Each 24 622.4 14937.6 85 18.17.3 40 mm nominal bore Each 4.5 826.1 3717.45 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 86 18.18.3 25 mm nominal bore Each 24 464.05 11137.2 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 87 18.46.3 25 mm nominal bore Each 24 439.25 10542 88 18.46.5 40 mm nominal bore Each 4.5 631.3 2840.85 18.48 Providing and placing on terrace (at all floor Per 12000 11 132000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 89 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 90 18.49.1 15 mm nominal bore Each 36 506.8 18244.8 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 91 18.53.1 15mm nominal bore Each 12 574.3 6891.6 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 12 111.45 1337.4 having length of 138mm, breadth 102mm, 92 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non modular) Each 24 2707.65 64983.6 93 bricks of class designation 7.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 94 19.6.1 100 mm dia. R.C.C. pipe Metre 45 507.05 22817.25 95 19.6.2 150 mm dia. R.C.C. pipe Metre 60 556.45 33387 96 19.6.3 250 mm dia. R.C.C. pipe Metre 75 899.8 67485 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation 19.9 concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement 19.9.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non modular) Each 4.5 12725 57262.5 97 bricks of class designation 7.5 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 19.30 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm 19.30.1 deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) Each 16 6937.9 111006.4 98 bricks of class designation 7.5 22.0 WATER PROOFING 22.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 22.3 Providing and laying water proofing Sqm 120 769.6 92352 treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm 99 cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). 22.6 Providing and laying water proofing Sqm 600 688.9 413340 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness 100 consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. Grading roof for water proofing treatment 22.14 with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse cum 23 8042.3 184972.9 101 sand : 4 graded stone aggregate 20 mm nominal size) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.73S PREFAB/PRECAST TECHNOLOGY MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 26.86 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 102 26.86.1 Frame size 45 x 70 mm Metre 123 705.85 86819.55 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index 26.89 of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 103 26.89.2 25 mm thick Sqm 42 3889.15 163344.3 Total 34269065.80

Item Breakup - A1-List of items that are covered under DSR