Tender For Outer Facade, Flooring And Other Miscellaneous Finishing Works Of Civil Services Officers Institute (Csoi) At Hcm Ripa, Jaipur (Excluding Cost Of Cement) - 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 2 1: 3: 6 or richer mix. 3 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 4 Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 5 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 6 Anti termite treatment of floor using Imidacloprid 30.5% EC non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area DPE 12mm dia termitube system with required number of junction boxes are to be installed. The termitube will run all along the perimeter wall both inside and outside. In the middle area the termitube to be installed at an interval of 1.00 Mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. After successful testing of termitube, pesticide emulsion of imidacloprid 30.5% EC mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. The plinth area of the area treated will be measured for payment. 7 Providing&Layingautoclavedaeratedblocksmasonrywith 150mm/ 230mm/ 300mmthick AAC Blocks of Grade-I ConformingtoIS:2185Part:IIIinsuperstructure above plinth levelwith polymer modified adhesive mortar as per direction of Engineer Incharge 8 Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. 9 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 10 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls 11 Cement Mortar 1:6 ( 1-Cement : 6-Sand). 12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 13 20MM thick 14 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (PLINTH PROTECTION) 15 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 16 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. 17 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 18 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 19 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 20 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 21 Add extra for providing richer mixes respectively at all floor levels 22 Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 23 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 24 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 25 Walls (any thickness) including attached pilasters,buttressesplinthandstring course. 26 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 27 Columns, pillars, posts and struts etc. 28 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 29 Thermo-mechanically Treated bars (Conforming of relevent IS code) 30 Grading roof for water proofing treatment with water proofing compound 31 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 32 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 33 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 34 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester mattconsisting of a coat of bitumen primer for bitumen membran @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane.3 mm thick 35 Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mixin proportion of 4 : 7 (4cement: 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete :In ordinary cement. 36 Making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 37 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required 38 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 39 For area of each slab from 2001 to 5000 Sq.Cm 40 P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. 41 size600 mm X 1200mm 42 Providing and laying M30 grade controlled cement concretepavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work 43 Extrafor vacuum processed concrete including cost of equipments labour etc. 44 Making of holein R.C.C. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of EI 45 Fromdiameter 100mm to 150mm 46 Providing and fixing expansion joint board for building RCC column beams, walls, slab of Polyethylene foam of density 30 to 35 Kg/m3 of Armour Board. 47 40 mm Thick 48 Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all labour charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes racking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint. 49 To vertical joint between RCC columns, bricks & stone masonry in size 40 mm width and 12 mm depth, including providing back up material (Thermocoal foam) if required. 50 To joints in flooring, as per drawing with first layer of poly sulphide sealant in size 20 mm width and 10 mm depth over PE Foam and then providing polyethylene foam back up rod 25 mm dia size and finally providing another layer of poly sulphide sealant in size 20 mm width and 10 mm depth over P.E. back up rod as per application procedure and direction of Engineer-in-charge. 51 Providing and fixing 150 mm wide sheet covering over expansion joints with iron screws as per design to match the colour / shadeofwall treatment. 52 Aluminum fluted strips 2 mm thick 53 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 54 Marble Work 55 Full Edge moulding 56 Half Edge moulding 57 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 58 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 59 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 60 Making grooves as per design in plaster 10mm to 20mm wide. 61 Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design 62 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete. 63 New Plastered Surface (three or more coats) 64 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 65 Two or more coats on new work 66 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 67 Exposed on wall 68 20mm dia nominal bore 69 B Class 70 25mm dia nominal bore 71 B Class 72 32mm dia nominal bore 73 B Class 74 40mm dia nominal bore 75 B Class 76 50mm dia nominal bore 77 B Class 78 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 79 50mm dia nominal bore 80 B Class 81 Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80ºC including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metre spacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Concealed installation including cutting chases and making good the walls etc. complete. 82 1620 (20mm OD) pipe 83 2025 (25mm OD) pipe 84 2532 (32mm OD) pipe 85 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : 86 Gun Metal 25mm nominal bore. 87 Gun Metal 32mm nominal bore. 88 Gun Metal 40mm nominal bore. 89 Gun Metal 50mm nominal bore. 90 P & F Gun-metal Non-return Valve or Check Valve (IS:Make) of approved make, superior quality : Horizontal 91 50 mm nominal bore. 92 Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge 93 Concealed stop cock 15 mm nominal size 94 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe) 95 150mm dia S.W. Pipe. 96 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 97 150mm dia Internal 98 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. 99 Depth up to 0.5 M 100 Add extra over item 3.19.1 for every additional 0.10m depth above 0.5 m depth. 101 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 102 -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. 103 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. 104 Trap size 225 X 150 mm, ferrow cement cover with frame Internal Chamber size 450 X 450mm. 105 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 106 110 mm dia 107 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 108 Plain Tee 109 110mm dia 110 Door Tee 111 110mm dia 112 Door Y 113 110mm dia 114 Bend 87 .5 115 110mm dia 116 Door Bend (Top Side) 117 110mm dia 118 Pipe Clip 119 110mm dia 120 Construction of Cement Concrete Chamber 125mm dia on depressed floor upto 45cm height from floor with : Stainless Steel Sheet Grating 121 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 122 75 mm dia 123 110 mm dia 124 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 125 Coupler 126 75mm dia 127 110mm dia 128 Bend 87.5 Dg. 129 75mm dia 130 110mm dia 131 Bend 45 Dg. 132 75mm dia 133 110mm dia 134 Socket Plug 135 75mm dia 136 110mm dia 137 Nahni Trap without Jali 4” 138 110mm dia 139 Gully Trap 140 110mm dia 141 Nahni Trap with Jali 3” 142 75 mm dia 143 NON BSR ITEMS 144 Supplying and fixing jodhpur sand stone liri of approved colour, shade and origin in CM 1:4 rock facing with projection as per design and drawing and chiesel dressing of edges of stone two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone should be 75-100 mm of required length with requisitenumber of headers to be fixed with the masonary as per design and approval of Engineer-in-charge. (Cost of masonary to be paid seperately.) 145 6 cm. to 9 Cm. thick including finsing face joint with white cement mortar and matching pigment. 146 Supplying and fixing jodhpur sand stone dressed liri of approved colour, shade and origin in CM 1:4 as per design and drawing with chiesel dressing of surface of stone including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course andwidth of stone should be 75-100 mm of required length with requisitenumber of headers to be fixed with the masonary as per design and approval of Engineer-in-charge. (Cost of masonary to be paid seperately.) 147 6 cm. to 9 Cm. thick including finshing face joint with white cement mortar and matching pigment. 148 Supply and fixing of 75 to 100mm thick and 300 mm course height jodhpur sand stone Ashlar of approved colour, shade and origin in CM 1:4by interlocking and fitting along with the masonary. The stone should be dressed with 3 line dressing on front face and horizontal edges champered with 3mm x 3mm v-shape cut on top and bottom edge. Length of stone should not be less than 0.9m min. For bonding with ashlar, all four edges (except to front edges) and rear side face to be made rough by chiselling or by help of a cutter as per site engineer or approved mock up on site for proper bonding with mortar. Thickness of stone should be 75mm to 100 mm after making the rear surface rough. There should be a header at every vertical joint of ashlar 75mm width x 300mm height and depth equal depth of wall header with rock-face on front side as per design and approval of engineer-in-charge. (Cost of masonary to be paid seperately.) 149 Supply and fixing of 50 to 75mm thick and 300 mm course height jodhpur sand stone Ashlar of approved colour, shade and origin in CM 1:4to be fixed with existing beam and column face with the help of SS clamps. The stone should be dressed with 3 line dressing on front face and horizontal edges champered with 3mm x 3mm v-shape cut on top and bottom edge. Length of stone should not be less than 0.9m min. For bonding with ashlar, all four edges (except to front edges) and rear side face to be made rough by chiselling or by help of a cutter as per site engineer or approved mock up on site for proper bonding with mortar. Thickness of stone should be 50 to 75mm after making the rear surface rough. There should be a header at every vertical joint of ashlar 75mm width x 300mm height and depth equal depth of wall header with rock-face on front side as per design and approval of engineer-in-charge. (Cost of clamps to be paid seperately.) 150 Providing and fixing CNC cut jodhpur sand stone machine cut ashlar Stone jali 50mm thickof approved colour, shade, origin and ornamental design (both face) to be fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade complete as per given design and approval of Engineer-in-charge 151 Providing and fixing CNC cut jodhpur sand stone panel machine cut ashlar Stone 50mm thickof approved colour, shade, origin and ornamental design (one face) to be fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade complete as per given design and approval of Engineer-in-charge 152 P&F jodhpur ashlar Todies of approved colour, shade, origin and ornamental design for junctions at porch, projections, etc.to befixed in cement mortar or gypsum etc. complete in all respect of size 75x60x15 cm as per given design and approval of Engineer-in-charge. 153 Providing and laying in position specified design mixed earth mixed with Sandy Soil, aggregate, clay, silt, etc, and stabilized with upto 12% of cement as per the design mix laid in appropriate layers upto 600 mm each including the cost of Material, labour, cost of centering and shuttering with steel and plywood formwork, ramming the mix with hand/ mechanical rammers, finishing with rendering, sealing of joints, making good the joints, etc. after deshuttering complete as per approved design and directions of Engineer-in-charge. The Design Mix should be done at approved labs and the same should be tested before starting the work.The walls should be carved so as to provide an embossing work as per approved design i/c cost of Pigments which may be added for additional aesthetic purposes. The finished surface should be protected from outside weather detiorations and deposits, water percolations and dampness by using 2 or more coatsof water proofing silicone coating on outside surface complete as per given design and approval of Engineer-in-charge. All works upto floor V level 154 Supplying and fixing ashlar solid Jodhpur sand stone block pillars of approved colour, shade and origin with fully fine (3 lines) dressed and V-shape grooves 3mmx 3mm at every 300mm centre to centre on all four faces or as per the approved design and directions of engineer-in-charge. Each piece should be fixed over the another using locking system by making shear key arrangement in stone and using CM 1:4 and pointed with white cement and pigment of required colour to match the color of stone including all hoisting and fixing charges complete as per given design and approval of Engineer-in-charge. 155 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. 156 12MM GYPSUM on ACC Block Masonary 157 Providing and applying 6 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. 158 6MM GYPSUM over plaster 159 Stone work (machine cut edges) with jodhpur sand stone for Wall cladding/ Veneering work of approved colour, shade and origin up to 10m height with 20 to 30 mm thick Jodhpur sand stoneand backing filled with a grout of 3 to 5mm thick cement base high polymer modified quick-set water base adhesive(As approved e.g. Laticrete, Roff, etc.) conforming IS:15477, using 5kg adhesive per sqm of stone area. 160 Providing and fixing Jodhpur sand stone post (Mataga) of approved colour, shade and origin having size 100x100mm heights above 1500 as per ornamental design such as like flower octonogal head border etc. to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade. 161 Supplying and fixing Jodhpur sand stone ashlar rain water spouts of approved colour, shade and origin with fine (3 lines) dressed as per approved design of size : 162 (A) Jodhpur Ashlar sand stone 60x26x18 cm 163 Supply and fixing Jodhpur sand stone ashlar lintels and Dassa of approved colour, shade and origin, with exposed horizontal and vertical faces 3 - lines fine dressed (bearing bed & top surface made perfectly even) complete as per given design and approval of Engineer-in-charge. 164 (a) upto 15 cm thick Jodhpur Ashlar sand stone 165 Providing and fixing jodhpur sand stone machine cut ashlar Stone slab (rose) of approved colour, shade and origin 50mm thick to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade complete as per given design and approval of Engineer-in-charge. 166 Providing and fixing Designer White Marble stone flooring (Udaipur/ Rajnagar or equivalent with minimum spots white), in combination with other marbles of Jaiselmer, udaipur green etc.,table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement: 4 coarse sand). The marble will be placed over a layer of white cement slurry over cement mortar and jointing with hairline joint using white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and highgloss diamond polishing complete. As per given design and pattern approved by the Engineer-in-charge. 167 Above 7500 Cm2 Slabs 168 Providing and fixing Designer white Marble stone inlay flooring work 150-200 mm width (White marble stone with yellow, green, other marble designs or other equivalent), tablerubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement: 4 coarse sand).The marble will be placed over a layer of white cement slurry over cement mortar and jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and highgloss diamond polishing complete. AS PER DESIGNS APPROVED BY THE ENGINEER-IN-CHARGE 169 Size : width 150mm 170 Providing and fixing Garda stone flooring machine cut of approved colour and shade, 18mm to 20mm thick over 20 mm (Av.) thick base of CM 1:4 (1 cement :3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the stone slab including edge grinding and rubbing complete as per design approved by the engineer-in-charge. Above 7500 Cm2 Slabs 171 P & F 1st quality Heavy Duty VitrifiedPolished Digital tiles in walls, floors, steps, pillars etc. of sizes 16000 Cm2 and above (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid on a bed of chemical adhesive of approve make (e.g. laticrete, roff, etc.) finished with flush pointing in the white cement mixed with pigment and chemical tile fillers to match the shade of the tile complete as per tile designs approved by engineer incharge (excluding the cost of cement plaster on walls and pillar). 172 Above 16000 Cm2 Slabs 173 Providing and fixing designer Marble stone designer inlay flooring pattern work (Makrana, Jaiselmer or other equivalent), tablerubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement: 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and highgloss polishing complete. AS PER DESIGNS APPROVED BY THE ENGINEER-IN-CHARGE 174 Providing and fixing flooring with 18mm to 20mm thick Polished Bijolia stone in floors including rubbing, polishing and joint filling with white cement and colour pigment and Chemical Adhesive (As approved e.g. Laticrete, Roff, etc.) as per given design and approval of the engineer-in-charge.
