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annual repair and maintenance of Works At Fsd Kargil 1 -Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 2 Cutting angle iron posts with the help of hacksaw or by welding by electric plant including transportation of electric welding plant at site etc. complete. 3 Demolishing stone rubble masonry 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 4 Removing mortar from and cleaning stones and concrete articles(net quantity of stacks of cleaned materials will be measured): In cement mortar 5 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. All kinds of soil. 6 Supplying and filling in plinth withsand under floors, including watering,ramming, consolidating and dressing complete. 7 Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 9 Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). Stones provided by the department free of cost at the site of work. 10 Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). 11 Random rubble masonry with hard stone in superstructure above plinthlevel and upto floor five level, including leveling up with cement concrete1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mmnominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) 12 Dismantling old plaster or skirting raking out joints and cleaning the 13 surface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. 14 18 mm cement plaster in two coats under layer 12 mm thick cementplaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thickcement plaster 1:3 (1 cement : 3 coarse sand) finished rough withsponge 15 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone III) derived fromnatural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) 16 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 17 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post last but one end post and corner posts shall be be strutted on both sides and end post on one side only & provided with horizontal wires and two diagonals interwoven with horizontal wires ofbarbed wire weighing 9.38 kg per 100 metre (minimum) in between two posts, fitted and fixed, with G. I. Stapples, turn buckles etc. complete (Cost of posts, struts, earth work concrete work to be paid for seperately). Payment to be made per metre cost of total length of barbed wire used. With G. I. barbed wire. 18 Providing glass pieces on 12mm bed of cement mortar 1:6 (1 cement: 6 fine sand) over 34 cm wide coping, minimum size of glass pieces not less than 50mm and minimum number of glass pieces in 1 metre length not less than 100. 19 Credit for old dsimantled material i.e. barbed wire and MS angles on as is where is basis including taking away from depot complex. steel on as is where is basis. 20 Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 metres lead of GS Sheet. 21 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. 22 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. 23 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete : Thermo-Mechanically Treated bars of grade Fe-500D or more. 24 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. 26 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. 27 Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). 28 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm 29 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming toIS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. Size of Tile 600x600 mm 30 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, includingpointing in white cement mixed with pigment of matching shade complete. 31 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), including pointing the joints with white cement and matching pigment etc., complete. 32 Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on bothfaces of shutters35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 33 Providing and fixing ISI marked oxidised M.S. sliding door bolts withnuts and screws etc. complete : (copper oxidized as per IS: 1378) 300x16 mm 34 Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete : (copper oxidizedas per IS: 1378) 250x10 mm 35 Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 36 Demolishing cement concrete manually/ by mechanical means 37 including disposal of material within 50 metres lead as per direction 38 of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalentdesign mix) 39 Providing and fixing glass strips in joints of terrazo/ cement concretefloors.40 mm wide and 4 mm thick 40 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete. 41 Applying priming coat :With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works 42 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:One or more coats on old work 43 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work 44 Removing white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratches etc.Complete 45 Removing dry or oil bound distemper, water proofing cement paint andthe like by scrapping, sand papering and preparing the surface smoothincluding necessary repairs to scratches etc. complete. 46 White washing with lime to give an even shade:Old work (two or more coats) 47 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. 48 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 49 Distempering with 1st quality acrylic distemper (ready mixed) having VOCcontent less than 50 gram/litre, of approved manufacturer and of requiredshade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including waterthinnable priming coat with cement primer having VOC contentless than50 gram/litre 50 Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting to approved municipal dumping ground or as approved by the Engineer-in-charge, beyond 50 metre initial lead, for all leads including all lifts involved. 51 Dismantling offlushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 52 Providing and Fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste FIttings complete. Flexible pipe 53 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushingcistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 54 Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, includingpainting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 55 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps 56 Providing and fixing brass bib cock of approved quality :15 mm nominal bore 57 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75mmthick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth. 58 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) 59 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 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) 60 Providing and fixing panelling or panelling and glazing in panelled orpanelled and glazed shutters for doors, windows and clerestory windows(Area of opening for panel inserts excluding portion inside grooves orrebates to be measured). Panelling for panelled or panelled and glazedshutters 25 mm to 40 mm thick :Float glass panes 4 mm thick glass pane (weight not less than10kg/sqm). 61 Renewing glass panes and refixing existing wooden fillets: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)
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