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Development Work In Range Newai, Malpura And Tonk - Part "A-I" : Construction of WHS 2 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 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 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 5 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in. foundation ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 6 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in. superstructure ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 7 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 8 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."M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size)." 9 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 10 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 11 Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils 12 Part "A-II" : Construction of WHS 13 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 14 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 15 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 16 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in. foundation ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 17 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in. superstructure ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 18 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 19 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."M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size)." 20 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 21 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 22 Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils 23 Part "B" : ENTRY POINT ACTIVITY(Construction of Community hall at Newai 24 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock 25 Providing and laying in position cement concrete includingcuring, compaction etc. complete in specifiedgrade excludingthe cost of centering and shuttering - All work up to plinthlevel.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). 26 RANDOME RUBBLE STONE MASSONARY with hard stone infoundation and plith cement mortar above 30 cm thik wall in cement mortar 1:6 27 Supplying and fixing machine cut fine dressed Red/Pink sandstone dasa or coping, with full moulding if required laid oncement mortar 1:4 including pointing with admixture ofpigment matching with the stone shade.75 mm thick 28 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). 29 Providing and fixing horizontal chajja of Red/ White sandstone 40 mm thick and upto 80 cm projection in cement mortar1:4 (1 cement : 4 coarse sand) including pointing in whitecement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment matching the stone shade. 30 Providing dab stone over Chajjas duly fixed in cement sandmortar 1:6 complete :50mm thick. 31 Providing and fixing steel gate, grating , and grills made ofangles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cuttingwelding and fabrication with priming coat of red oxide 32 Random rubble dry stone Kharanja under floor. 33 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete 40mmthickwith20mmthicknominalsizeaggregate. 34 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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc 35 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. Roof 36 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. Collume/Bheemfor Room 37 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) Hot rolled deformed bars (IS : 1139). 38 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish 25mm thick . 39 Providing and applying white cement based putty overplastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) 40 Wall painting with plastic emulsion paint of approved brandand manufacture to give an even shade including all scaffolding: 12.40.1 Two or more coats on new work including prepartion of basewith primer, putty, lippy etc complete in all respect. 41 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 42 P & F 1st qualityVitrified Porcelain Polished tiles on floor,skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 includinggrounting the joints with white cement and matching pigmentetc completesize 600 mm X 600 mm 43 Part "C" Construction of RCC Boundary Pillars (Minara) - 30 Nos 44 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 45 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 46 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 : Columns, pillars, posts and struts etc. 47 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.M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size). 48 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size). 49 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thickmm 50 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). 51 Part "D-I" : Construction of BED Malpura Sadar 52 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 53 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 54 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 55 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in. foundation ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 56 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in. superstructure ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 57 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 58 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 59 Part "D-II" : Construction of BED Malpura Sadar B 60 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 61 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 62 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 63 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in. superstructure ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 64 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 65 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 66 Part "E" : ENTRY POINT ACTIVITY(Construction of Community hall at Malpura 67 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock 68 Providing and laying in position cement concrete includingcuring, compaction etc. complete in specifiedgrade excludingthe cost of centering and shuttering - All work up to plinthlevel.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). 69 RANDOME RUBBLE STONE MASSONARY with hard stone infoundation and plith cement mortar above 30 cm thik wall in cement mortar 1:6 70 Supplying and fixing machine cut fine dressed Red/Pink sandstone dasa or coping, with full moulding if required laid oncement mortar 1:4 including pointing with admixture ofpigment matching with the stone shade.75 mm thick 71 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). 72 Providing and fixing horizontal chajja of Red/ White sandstone 40 mm thick and upto 80 cm projection in cement mortar1:4 (1 cement : 4 coarse sand) including pointing in whitecement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment matching the stone shade. 73 Providing dab stone over Chajjas duly fixed in cement sandmortar 1:6 complete :50mm thick. 74 Providing and fixing steel gate, grating , and grills made ofangles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cuttingwelding and fabrication with priming coat of red oxide 75 Random rubble dry stone Kharanja under floor. 76 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete 40mmthickwith20mmthicknominalsizeaggregate. 77 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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc 78 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. Roof 79 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. Collume/Bheemfor Room 80 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) Hot rolled deformed bars (IS : 1139). 81 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish 25mm thick . 82 Providing and applying white cement based putty overplastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) 83 Wall painting with plastic emulsion paint of approved brandand manufacture to give an even shade including all scaffolding: 12.40.1 Two or more coats on new work including prepartion of basewith primer, putty, lippy etc complete in all respect. 84 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 85 P & F 1st qualityVitrified Porcelain Polished tiles on floor,skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 includinggrounting the joints with white cement and matching pigmentetc completesize 600 mm X 600 mm 86 Part "F" : Construction of outer sanitary Thadola Nursery 87 Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required inlayers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal ofsurplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soilPipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. 88 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 75 mm dia 89 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 25mm dia nominal bore "B" Class 90 Making connection of G.I. distribution branch with G.I. main including all fitting. Upto 25mm dia 91 P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:Brass 1350gm. 25 mm nominal bore. 92 Supply of PVC hose pipe of different sizes at store including transportation etc. complete.25 mm dia 93 Part "G" : Construction of BED at Thadola 94 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 95 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 96 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 97 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in. foundation ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 98 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls insuperstructure ratioCement Mortar 1:6 ( 1-Cement : 6-Sand) 99 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 100 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 101 Part "H" : Seed storage room & Labour Amenities Thadola Nursery 102 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 103 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 104 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in.foundation ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 105 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in.superstructure ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 106 Providing and laying damp proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water proof compound complete as per specification- 75mm thick 107 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 108 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 109 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 ironores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 110 Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. wrk including cost of binding wire with all lead and lift up to floor five level complete. 111 Providing and laying in position specified grade of cement 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 reinforcement for 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 112 Plaster on new surface on wall in cement sand mortar 1:4including racking of joints etc. complete fine finish : 20mm thick. 113 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. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 114 Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 115 Random rubble dry stone Kharanja under floor 116 Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm 117 Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : 118 Supply and fixing of Bath room / Toilet door shutter with 16mm Factory Laminated Cement Bonded Particle Board BISON Lam (IS 14276) door shutter with all-round „U‟ lipping of PPS section of size 12mm X 18mmX 12mmX0.6mm thickness with a hardware of 12mm dia X200mm long aluminum aldrop – 2 nos2 No of 125mm long handles and also 3 no Of IS304 grade Patee Hinges 3mmX12mmX180mm long with pole receiver of 10mm dia pole X40mm long welded on 2mm X40mm(ss304) plates works as receiver for RT patte hinges. The price inclusive of all material at site. 119 Wiring of light point/ fan point/ exhaust fan point/ call bell pint with 1.5 sq mm nominal size FR PVC insulated unshathed flexible copper conductor 1.1 kV grade and 1.5 sq mm nominal size FR PVC insulated unseathed flexible copper arth conductor 1.1 kV grade (IS:694) IN RECESSED isi Marked mms (is:9537 p-III) Virgin material PVC condult & it"s ISI marked (IS:3419-1988) ACCESSORIES, ROUND TILES, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose/Holder/3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Pheolic Laminated sheet"s & Electrical/Wiring accessories refer Chapter E- 04, E - 05 & E -07 For Additional technical parameters of product / work refer Annexure "A" atached with this BSRShort Point (up to 3 mtr.) 120 Wiring of light point/ fan point/ exhaust fan point/ call bell pint with 1.5 sq mm nominal size FR PVC insulated unshathed flexible copper conductor 1.1 kV grade and 1.5 sq mm nominal size FR PVC insulated unseathed flexible copper arth conductor 1.1 kV grade (IS:694) IN RECESSED isi Marked mms (is:9537 p-III) Virgin material PVC condult & it"s ISI marked (IS:3419-1988) ACCESSORIES, ROUND TILES, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose/Holder/3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Pheolic Laminated sheet"s & Electrical/Wiring accessories refer Chapter E- 04, E - 05 & E -07 For Additional technical parameters of product / work refer Annexure "A" atached with this BSRMeduim point (up to 6 mtr.) 121 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it"s ISI marked (IS:3419- 1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, PhenolicLaminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure "A" attached with this BSR 122 On board 123 Short point (up to 3 mtr.) 124 Medium point (up to 6 mtr.) 125 Providing & Fixing of of 3/5 pin 6 amp. flush type non modular socket made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 126 Providing & Fixing of modular type lockable feature socket duly made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating ,including all as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure "A" attached with this BSR 6 A 3/5 pin shuttered socket 127 Providing & Fixing of following modular accessories as per PWDspecification for electrical Works, made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , including all as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure "A" attached with this BSR Modular MCB 6 A to 32 A SP 128 Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , referAnnexure "A" attached with this BSR . 4 Module 129 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure "A" attached with this BSR 130 3x 1.5 sq.mm 131 2 x 2.5 sq. mm. + 1x1.5sqmm ( All light and power Ckt ) 132 4 x 6.0 sq.mm ( Sub main ) 133 Providing & Fixing of Recessed/surface mounting heavy dutyhorizontal type Double Door ( Metal / Glazed )Distribution boardwith Metal end box made out from Galvanized steel / CRCA sheetnot less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure "A" attached with this BSR Metal door (single phase) IK-09 and IP-43 with Metal end box 6 Way (6+2) 134 Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 135 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu thimble etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 8 SWG G.I. Copper Wire 136 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 300 mm sweep(900/1400 RPM) 137 P & F 1.00mm thick M.S. Recessed concealed box, round of size 150 mm dia, depth 100 mm complete as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 175mm x 100mm x 60mm 138 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / Sqaure SMD Mid Power LED Downlight with power coated die-cast aluminum housing with UV Stabilized non yellowish Diffuser with BIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80, life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , referAnnexure "A" attached with this BSR . Surface Mounting (with extruded alumn. Housing ) Minimum lumen output 650 lm 139 P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor 140 P & F water closet Seat Covers with brass hinges complete :Solid PVC (ISI marked) grade-I White for EWC. 141 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size Size 450 mm x 300 mm 142 P & F Grating of approved quality/make:Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make 143 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make 144 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain &brass threaded fittings i/c fixing the pipe withclamps at 1.00 m spacing. This includes jointingof pipes & fittings with one step CPVC solventcement and testing of joints complete as perdirection of Engineer in Charge. (Internal workExposed on wall) 145 15 mm nominal outer dia .Pipes. 146 20 mm nominal outer dia .Pipes. 147 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included 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). 148 15 mm nominal outer dia .Pipes. 149 20 mm nominal outer dia .Pipes. 150 Providing and fixing Superior quality CP Brassfittings of approved make as per direction ofEngineer-in-charge Bib Cock with long thread 15 mm nominal size 151 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 (-do-) 152 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.t.110mm dia 153 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 154 Coupler 110 mm diameter 155 Single Push fit Coupler : 110 mm diameter 156 Single Tee with door 110x110x110 mm 157 Bend 87.5° 110 mm bend 158 Shoe (Plain) 110 mm Shoe 159 Gully Trap / 110mm dia 160 Nahni Trap without Jali 4” /110mm dia 161 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 includingdisposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
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