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Government Departments

TRN :49054357 | 29 May, 2025

Tender Value : 3.08 Crore

Aurangabad - Bihar

Tender for tender for special repair & maintenance work at jnv baroon. - structural repair & retrofitting 3 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 4 50 mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 9 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 10 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 11 25mm thick in grade m 25 with cement content not less than 330 kg per cum 12 50mm thick in grade m 25 with cement content not less than 330 kg per cum 13 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 14 repairs to roof 15 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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 authorised applicator of the manufacturer of membrane :3 mm thick 16 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 17 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 18 dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 19 asbestos cement sheet 20 providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 21 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 22 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.1.00 mm thick with zinc coating not less than 275 gm/m* 23 providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main t runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross t of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main t at 600 mm center to center to form a grid of 1200x600 mm and secondary cross t of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. main t runners to be suspended from ceiling using gi slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm gi adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main t, bottom exposed width of 24 mm of all t-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by engineer-in-charge. 24 gi metal ceiling lay in plain tegular edge global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of g i sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 25 repair to plaster and plinth protection 26 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 27 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 28 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 29 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 30 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 31 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 32 with cement mortar 1:4 (1cement: 4 coarse sand) 33 12mm cement plaster of mix : 34 1:6 (1 cement : 6 course sand) 35 6mm cement plaster to ceiling of mix : 36 1:3 ( 1 cement : 3 fine sand) 37 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 38 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 39 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 40 old work (one or more coats) 41 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 42 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 43 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 44 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 45 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 46 repairs to door / windows 47 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 48 of area 3 sq. metres and below 49 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 50 of area 3 sq. metres and below 51 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 52 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 53 renewal of old putty of glass panes (length) 54 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 55 using flats 30x6mm for diagonal braces and central cross piece 56 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 57 35 mm thick including isi marked stainless steel butt hinges with necessary screws 58 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 59 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 60 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 61 300 mm weighing not less than 200gms. 62 250 mm weighing not less than 150gms. 63 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 64 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 65 300 x 10mm 66 150 x 10mm 67 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 68 with 12 mm mild steel u beading 69 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 70 125 mm 71 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 72 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 73 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 74 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 75 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 76 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 77 4.0 mm thick glass panes 78 applying priming coat : 79 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 80 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 81 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 82 two or more coats on new work 83 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 84 one or more coats on old work 85 flooring 86 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 87 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 88 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 89 25 mm thick 90 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 91 25mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete with : second class teak wood 92 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 93 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 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 94 miscellaneous 95 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 96 in cement mortar 97 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 98 cement mortar 1:6 (1 cement : 6 coarse sand) 99 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 100 cement mortar 1:4 (1 cement :4 coarse sand 101 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 102 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 103 providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding.note: - this item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 104 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 105 75 to 80 mm dia pipe 106 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 107 110 mm diameter 108 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 109 a) coupler 110 110 mm 111 b) bend 87.5° 112 110 mm bend 113 electrical work 114 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 115 group c 116 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 117 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 118 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 119 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 120 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 121 2 x 1.5 sq. mm 122 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 123 25 mm 124 32 mm 125 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 126 100 mm x 100 mm x 60 mm deep 127 150 mm x 75 mm x 60 mm deep 128 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 129 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 130 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 131 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 132 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 133 6 way, double door 134 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 135 4 way (4 + 12), double door 136 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 137 single pole 138 single pole and neutral 139 triple pole 140 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 141 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 142 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 143 upto 450 mm sweep 144 supply of 15w surface mounted round led with all accessories as per standard item.. 145 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 146 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 147 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 148 supply of 30w led recess mounted fixturemake-philips cat no.rc380b led30s-6500 l60w60 psd od s1 or equivalent. 149 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 150 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 151 450 mm sweep 1400 rpm 152 staff qtrs type-iii . (24 nos. i.e. 6 blocks of four unit each) g+1 153 structural repair & retrofitting 154 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 155 50 mm average thickness 156 25 mm average thickness 157 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 158 bars upto 12 mm diameter 159 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 160 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 161 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 162 25mm thick in grade m 25 with cement content not less than 330 kg per cum 163 50mm thick in grade m 25 with cement content not less than 330 kg per cum 164 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 165 repairs to roof 166 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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 authorised applicator of the manufacturer of membrane :3 mm thick 167 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 168 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 169 repair to toilets 170 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 171 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 172 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 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 size of tile 600 x 600 mm 173 providing and fixing ist quality glazed vitrified tiles polished finish of size 600 x 600 mm tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 174 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. this layer will be allowed to air cure for 4 hours. b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 175 providing and filling of cinder in sunken portions. 176 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 177 75 to 80 mm dia pipe 178 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 179 15 mm to 40 mm nominal bore 180 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 181 up to 150 mm diameter 182 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 183 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 184 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 185 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 186 up to 150 mm diameter 187 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 188 rectangular manhole 90x80 cm and 45 cm deep 189 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 190 110 mm diameter 191 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 192 a) coupler 193 110 mm 194 b) bend 87.5° 195 110 mm bend 196 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 197 75 mm diameter pipes 198 100 mm diameter pipes 199 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush 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: 200 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 201 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 202 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 203 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, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 204 kitchen sink without drain board 205 610x510 mm bowl depth 200 mm 206 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 207 a) 32mm dia (for wash basin) 208 b) 40mm dia (for sink and urinal) 209 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 210 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 211 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 212 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 213 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 214 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 215 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 216 110 mm dia (wall thickness - 3.2 to 3.8 mm) 217 75 mm dia (wall thickness - 3.2 to 3.8 mm) 218 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 219 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 220 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 221 p-trap type floor trap 110 x 75 mm 222 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 223 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 224 providing and fixing 100 mm sand cast iron grating for gully trap. 225 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 226 providing & fixing soil, waste and vent pipes. 227 a) 100mm dia centrifugally cast iron s & s pipe. 228 b)75mm dia centrifugally cast iron s & s pipe. 229 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 230 a) for 100mm dia pipe. 231 b) for 75mm dia pipe. 232 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 233 a) 100mm 234 sand cast iron s&s as per is - 3989 235 b) 75mm 236 sand cast iron s&s as per is- 3989 237 providing and fixing plaincast iron s & s sanitary bend. 238 a) 100mm 239 sand cast iron s&s as per is - 1729 240 b) 75mm 241 sand cast iron s&s as per is - 3989 242 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 243 a) 100x100x100mm 244 b) 75x75x75mm 245 providing and fixingcast iron terminal guard. 246 a) 100mm 247 b) 75mm 248 providing & fixingcast iron coller. 249 a)100 mm 250 sand cast iron s&s as per is - 3989 251 b)75mm dia. 252 sand cast iron s&s as per is - 3989 253 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 254 a) 100mm 255 b) 75mm 256 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 257 a) 100mm inlet & 75mm outlet. 258 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 with clamps at 1.00 m spacing. this includes jointing of pipes & 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. 259 15 mm nominal outer dia pipes 260 20 mm nominal outer dia pipes 261 25 mm nominal outer dia pipes 262 32 mm nominal outer dia pipes 263 providing and fixing brass stop cock of approved quality. 264 15 mm nominal bore 265 providing and fixing gun metal gate valve with wheel of approved quality. 266 a) 25mm dia nominal bore 267 b) 32mm dia nominal bore 268 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 269 a) 25mm. nominal bore 270 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 271 a) 15mm nominal bore 272 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 273 a) 15mm nominal bore 274 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 275 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 276 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 277 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 278 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 279 providing & fixing cp brass bib cock of approved quality conforming to is 8931 280 a) 15mm nominal bore 281 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 282 a) 15mm nominal bore 283 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 284 a) 15mm nominal bore 285 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 286 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 287 25mm nominal bore, weighing not less than 62 gms 288 cutting holes up to 30x30 cm in walls including making good the same: 289 with common burnt clay f.p.s. (non modular) bricks 290 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 291 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 292 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 293 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 294 repair to plaster and plinth protection 295 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 296 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 297 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 298 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 299 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 300 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 301 with cement mortar 1:4 (1cement: 4 coarse sand) 302 12mm cement plaster of mix : 303 1:6 (1 cement : 6 course sand) 304 6mm cement plaster to ceiling of mix : 305 1:3 ( 1 cement : 3 fine sand) 306 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 307 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 308 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 309 old work (one or more coats) 310 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 311 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 312 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 313 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 314 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 315 repairs to door / windows 316 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 317 of area 3 sq. metres and below 318 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 319 of area 3 sq. metres and below 320 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 321 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 322 renewal of old putty of glass panes (length) 323 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 324 35 mm thick including isi marked stainless steel butt hinges with necessary screws 325 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 326 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 327 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 328 300 mm weighing not less than 200gms. 329 250 mm weighing not less than 150gms. 330 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 331 100x58x1.90 mm 332 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 333 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 334 300 x 10mm 335 150 x 10mm 336 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 337 providing and fixing to existing door frames. 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 338 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 339 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 340 with isi marked stainless steel butt hinges of required size 341 kiln seasoned and chemically treated hollock wood 342 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 343 with 12 mm mild steel u beading 344 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 345 125 mm 346 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 347 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 348 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 349 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 350 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 351 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 352 4.0 mm thick glass panes 353 applying priming coat : 354 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 355 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 356 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 357 two or more coats on new work 358 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 359 one or more coats on old work 360 flooring 361 miscellaneous 362 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 363 cement mortar 1:6 (1 cement : 6 coarse sand) 364 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 365 cement mortar 1:4 (1 cement :4 coarse sand 366 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 367 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 368 electrical work 369 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 370 group b 371 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 372 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 373 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 374 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 375 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 376 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 377 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 378 group b 379 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 380 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 381 2 x 1.5 sq. mm 382 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 383 25 mm 384 32 mm 385 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 386 100 mm x 100 mm x 60 mm deep 387 150 mm x 75 mm x 60 mm deep 388 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 389 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 390 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 391 s/f light plug point modular type accessories :- 392 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 393 s/f power plug point modular type accessories :- 394 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 395 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 396 supplying and fixing brass batten/ angle holder including connection etc. as required. 397 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 398 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 399 6 way, double door 400 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 401 4 way (4 + 12), double door 402 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 403 single pole 404 single pole and neutral 405 triple pole 406 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 407 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 408 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 409 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 410 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 411 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 412 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 413 supply of 15w surface mounted round led with all accessories as per standard item.. 414 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 415 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 416 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 417 cost of staff qtrs type-iii . (2 blocks of 2 unit each) g 418 structural repair & retrofitting 419 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 420 50 mm average thickness 421 25 mm average thickness 422 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 423 bars upto 12 mm diameter 424 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 425 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 426 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 427 25mm thick in grade m 25 with cement content not less than 330 kg per cum 428 50mm thick in grade m 25 with cement content not less than 330 kg per cum 429 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 430 repairs to roof 431 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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 authorised applicator of the manufacturer of membrane :3 mm thick 432 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 433 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 434 repair to toilets 435 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 436 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 437 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 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 size of tile 600 x 600 mm 438 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 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. size of tile 600 x 600 mm 439 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 440 75 to 80 mm dia pipe 441 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 442 15 mm to 40 mm nominal bore 443 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 444 up to 150 mm diameter 445 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 446 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 447 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 448 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 449 up to 150 mm diameter 450 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 451 rectangular manhole 90x80 cm and 45 cm deep 452 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 453 110 mm diameter 454 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 455 a) coupler 456 110 mm 457 b) bend 87.5° 458 110 mm bend 459 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 460 75 mm diameter pipes 461 100 mm diameter pipes 462 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush 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: 463 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 464 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 465 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 466 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, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 467 kitchen sink without drain board 468 610x510 mm bowl depth 200 mm 469 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 470 a) 32mm dia (for wash basin) 471 b) 40mm dia (for sink and urinal) 472 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 473 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 474 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 475 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 476 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 477 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 478 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 479 110 mm dia (wall thickness - 3.2 to 3.8 mm) 480 75 mm dia (wall thickness - 3.2 to 3.8 mm) 481 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 482 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 483 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 484 p-trap type floor trap 110 x 75 mm 485 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 486 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 487 providing and fixing 100 mm sand cast iron grating for gully trap. 488 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 489 providing & fixing soil, waste and vent pipes. 490 a) 100mm dia centrifugally cast iron s & s pipe. 491 b)75mm dia centrifugally cast iron s & s pipe. 492 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 493 a) for 100mm dia pipe. 494 b) for 75mm dia pipe. 495 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 496 a) 100mm 497 sand cast iron s&s as per is - 3989 498 b) 75mm 499 sand cast iron s&s as per is- 3989 500 providing and fixing plaincast iron s & s sanitary bend. 501 a) 100mm 502 sand cast iron s&s as per is - 1729 503 b) 75mm 504 sand cast iron s&s as per is - 3989 505 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 506 a) 100x100x100mm 507 b) 75x75x75mm 508 providing and fixingcast iron terminal guard. 509 a) 100mm 510 b) 75mm 511 providing & fixingcast iron coller. 512 a)100 mm 513 sand cast iron s&s as per is - 3989 514 b)75mm dia. 515 sand cast iron s&s as per is - 3989 516 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 517 a) 100mm 518 b) 75mm 519 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 520 a) 100mm inlet & 75mm outlet. 521 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 with clamps at 1.00 m spacing. this includes jointing of pipes & 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. 522 15 mm nominal outer dia pipes 523 20 mm nominal outer dia pipes 524 25 mm nominal outer dia pipes 525 32 mm nominal outer dia pipes 526 providing and fixing brass stop cock of approved quality. 527 15 mm nominal bore 528 providing and fixing gun metal gate valve with wheel of approved quality. 529 a) 25mm dia nominal bore 530 b) 32mm dia nominal bore 531 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 532 a) 25mm. nominal bore 533 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 534 a) 15mm nominal bore 535 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 536 a) 15mm nominal bore 537 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 538 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 539 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 540 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 541 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 542 providing & fixing cp brass bib cock of approved quality conforming to is 8931 543 a) 15mm nominal bore 544 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 545 a) 15mm nominal bore 546 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 547 a) 15mm nominal bore 548 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 549 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 550 25mm nominal bore, weighing not less than 62 gms 551 cutting holes up to 30x30 cm in walls including making good the same: 552 with common burnt clay f.p.s. (non modular) bricks 553 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 554 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 555 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 556 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 557 repair to plaster and plinth protection 558 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 559 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 560 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 561 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 562 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 563 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 564 with cement mortar 1:4 (1cement: 4 coarse sand) 565 12mm cement plaster of mix : 566 1:6 (1 cement : 6 course sand) 567 6mm cement plaster to ceiling of mix : 568 1:3 ( 1 cement : 3 fine sand) 569 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 570 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 571 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 572 old work (one or more coats) 573 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 574 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 575 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 576 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 577 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 578 repairs to door / windows 579 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 580 of area 3 sq. metres and below 581 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 582 of area 3 sq. metres and below 583 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 584 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 585 renewal of old putty of glass panes (length) 586 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 587 35 mm thick including isi marked stainless steel butt hinges with necessary screws 588 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 589 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 590 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 591 300 mm weighing not less than 200gms. 592 250 mm weighing not less than 150gms. 593 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 594 100x58x1.90 mm 595 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 596 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 597 300 x 10mm 598 150 x 10mm 599 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 600 providing and fixing to existing door frames. 601 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 602 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 603 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 604 with isi marked stainless steel butt hinges of required size 605 kiln seasoned and chemically treated hollock wood 606 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 607 with 12 mm mild steel u beading 608 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 609 125 mm 610 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 611 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 612 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 613 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 614 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 615 4.0 mm thick glass panes 616 applying priming coat : 617 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 618 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 619 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 620 two or more coats on new work 621 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 622 one or more coats on old work 623 flooring 624 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 625 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 626 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 627 25 mm thick 628 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 629 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 630 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 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 631 miscellaneous 632 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 633 cement mortar 1:6 (1 cement : 6 coarse sand) 634 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 635 cement mortar 1:4 (1 cement :4 coarse sand 636 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 637 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 638 electrical work of type-iii (g) 639 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 640 group b 641 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 642 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 643 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 644 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 645 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 646 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 647 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 648 group b 649 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 650 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 651 2 x 1.5 sq. mm 652 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 653 25 mm 654 32 mm 655 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 656 100 mm x 100 mm x 60 mm deep 657 150 mm x 75 mm x 60 mm deep 658 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 659 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 660 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 661 s/f light plug point modular type accessories :- 662 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 663 s/f power plug point modular type accessories :- 664 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 665 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 666 supplying and fixing brass batten/ angle holder including connection etc. as required. 667 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 668 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 669 6 way, double door 670 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 671 4 way (4 + 12), double door 672 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 673 single pole 674 single pole and neutral 675 triple pole 676 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 677 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 678 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 679 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 680 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 681 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 682 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 683 supply of 15w surface mounted round led with all accessories as per standard item.. 684 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 685 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 686 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 687 type - 4 688 structural repair & retrofitting 689 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 690 50 mm average thickness 691 25 mm average thickness 692 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 693 bars upto 12 mm diameter 694 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 695 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 696 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 697 25mm thick in grade m 25 with cement content not less than 330 kg per cum 698 50mm thick in grade m 25 with cement content not less than 330 kg per cum 699 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 700 repairs to roof 701 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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 authorised applicator of the manufacturer of membrane :3 mm thick 702 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 703 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 704 repair to toilets 705 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 706 for thickness of tiles 10 mm to 25 mm 707 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 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 floor tiles polished finish of sizesize of tile 600 x 600 mm 708 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 709 75 to 80 mm dia pipe 710 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 711 15 mm to 40 mm nominal bore 712 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 713 up to 150 mm diameter 714 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 715 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 716 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 717 dismantling of flushing 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. 718 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 719 up to 150 mm diameter 720 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 721 rectangular manhole 90x80 cm and 45 cm deep 722 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 723 110 mm diameter 724 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 725 a) coupler 726 110 mm 727 b) bend 87.5° 728 110 mm bend 729 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 730 75 mm diameter pipes 731 100 mm diameter pipes 732 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush 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: 733 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 734 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 pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : 735 w.c. pan with isi marked white solid plastic seat and lid 736 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 737 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 738 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, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 739 kitchen sink without drain board 740 610x510 mm bowl depth 200 mm 741 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 742 a) 32mm dia (for wash basin) 743 b) 40mm dia (for sink and urinal) 744 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 745 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 746 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 747 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 748 providing & fixing c.p. brass waste coupling for pvc waste pipe. 749 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 750 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 751 110 mm dia (wall thickness - 3.2 to 3.8 mm) 752 75 mm dia (wall thickness - 3.2 to 3.8 mm) 753 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 754 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 755 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 756 p-trap type floor trap 110 x 75 mm 757 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 758 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 759 providing and fixing 100 mm sand cast iron grating for gully trap. 760 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 761 providing & fixing soil, waste and vent pipes. 762 a) 100mm dia centrifugally cast iron s & s pipe. 763 b)75mm dia centrifugally cast iron s & s pipe. 764 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 765 a) for 100mm dia pipe. 766 b) for 75mm dia pipe. 767 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 768 a) 100mm 769 sand cast iron s&s as per is - 3989 770 b) 75mm 771 sand cast iron s&s as per is- 3989 772 providing and fixing plaincast iron s & s sanitary bend. 773 a) 100mm 774 sand cast iron s&s as per is - 1729 775 b) 75mm 776 sand cast iron s&s as per is - 3989 777 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 778 a) 100x100x100mm 779 b) 75x75x75mm 780 providing and fixingcast iron terminal guard. 781 a) 100mm 782 b) 75mm 783 providing & fixingcast iron coller. 784 a)100 mm 785 sand cast iron s&s as per is - 3989 786 b)75mm dia. 787 sand cast iron s&s as per is - 3989 788 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 789 a) 100mm 790 b) 75mm 791 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 792 a) 100mm inlet & 75mm outlet. 793 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 with clamps at 1.00 m spacing. this includes jointing of pipes & 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. 794 15 mm nominal outer dia pipes 795 20 mm nominal outer dia pipes 796 25 mm nominal outer dia pipes 797 32 mm nominal outer dia pipes 798 providing and fixing brass stop cock of approved quality. 799 15 mm nominal bore 800 providing and fixing gun metal gate valve with wheel of approved quality. 801 a) 25mm dia nominal bore 802 b) 32mm dia nominal bore 803 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 804 a) 25mm. nominal bore 805 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 806 a) 15mm nominal bore 807 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 808 a) 15mm nominal bore 809 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 810 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 811 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 812 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 813 providing & fixing cp brass bib cock of approved quality conforming to is 8931 814 a) 15mm nominal bore 815 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 816 a) 15mm nominal bore 817 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 818 a) 15mm nominal bore 819 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 820 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 821 25mm nominal bore, weighing not less than 62 gms 822 cutting holes up to 30x30 cm in walls including making good the same: 823 with common burnt clay f.p.s. (non modular) bricks 824 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 825 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 826 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 827 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 828 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 829 repair to plaster and plinth protection 830 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 831 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 832 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 833 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 834 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 835 with cement mortar 1:4 (1cement: 4 coarse sand) 836 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 837 15mm cement plaster on rough side of single or half brick wall of mix 838 1:6 (1 cement : 6 course sand) 839 6mm cement plaster to ceiling of mix : 840 1:3 ( 1 cement : 3 fine sand) 841 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 842 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 843 distempering with 1st quality acrylic distemper (ready made) having voc content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturers specification. 844 one or more coats on old work 845 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 846 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 847 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 848 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 849 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 850 repairs to door / windows 851 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 852 of area 3 sq. metres and below 853 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 854 of area 3 sq. metres and below 855 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 856 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 857 renewal of old putty of glass panes (length) 858 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 859 35 mm thick including isi marked stainless steel butt hinges with necessary screws 860 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 861 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete fixed to steel windows by welding 862 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 863 300 mm weighing not less than 200gms. 864 250 mm weighing not less than 150gms. 865 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 866 100x58x1.90 mm 867 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 868 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 869 300 x 10mm 870 150 x 10mm 871 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 872 125 mm 873 providing and fixing aluminium hanging floor door stopper isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 874 twin rubber stopper 875 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 876 providing and fixing to existing door frames. 877 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 878 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 879 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 880 with isi marked stainless steel butt hinges of required size 881 kiln seasoned and chemically treated hollock wood 882 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 883 with 12 mm mild steel u beading 884 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 885 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 886 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 887 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 888 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 889 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 890 4.0 mm thick glass panes 891 applying priming coat : 892 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 893 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 894 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 895 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 896 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 897 one or more coats on old work 898 repairs to flooring 899 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 900 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 901 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 902 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 903 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 904 25 mm thick 905 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 906 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 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 size of tile 600 x 600 mm 907 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 908 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 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 909 miscellaneous 910 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 911 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 912 cement mortar 1:6 (1 cement : 6 coarse sand) 913 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 914 cement mortar 1:4 (1 cement :4 coarse sand 915 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 916 electrical work of guest house 917 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 918 group b 919 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 920 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 921 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 922 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 923 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 924 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 925 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 926 group b 927 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 928 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 929 2 x 1.5 sq. mm 930 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 931 25 mm 932 32 mm 933 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 934 100 mm x 100 mm x 60 mm deep 935 150 mm x 75 mm x 60 mm deep 936 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 937 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 938 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 939 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 940 supplying and fixing brass batten/ angle holder including connection etc. as required. 941 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 942 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 943 6 way, double door 944 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 945 4 way (4 + 12), double door 946 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 947 single pole 948 single pole and neutral 949 triple pole 950 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 951 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 952 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 953 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 954 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 955 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 956 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 957 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 958 upto 450 mm sweep 959 supply of 15w surface mounted round led with all accessories as per standard item.. 960 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 961 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 962 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 963 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 964 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 965 300 mm sweep 1300 rpm 966 guest house 967 structural repair & retrofitting 968 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 969 50 mm average thickness 970 25 mm average thickness 971 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 972 bars upto 12 mm diameter 973 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 974 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 975 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 976 25mm thick in grade m 25 with cement content not less than 330 kg per cum 977 50mm thick in grade m 25 with cement content not less than 330 kg per cum 978 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 979 repairs to roof 980 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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. tear strength in longitudinal and transverse direction as 60/80n. 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 authorised applicator of the manufacturer of membrane : 3 mm thick: 981 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 982 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 983 repair to toilets 984 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 985 for thickness of tiles 10 mm to 25 mm 986 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 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 floor tiles polished finish of size size of tile 600 x 600 mm 987 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 988 75 to 80 mm dia pipe 989 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 990 15 mm to 40 mm nominal bore 991 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 992 up to 150 mm diameter 993 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 994 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 995 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 996 dismantling of flushing 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. 997 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 998 up to 150 mm diameter 999 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 1000 rectangular manhole 90x80 cm and 45 cm deep 1001 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 1002 110 mm diameter 1003 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 1004 a) coupler 1005 110 mm 1006 b) bend 87.5° 1007 110 mm bend 1008 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1009 75 mm diameter pipes 1010 100 mm diameter pipes 1011 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush 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: 1012 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1013 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 1014 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 1015 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, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1016 kitchen sink without drain board 1017 610x510 mm bowl depth 200 mm 1018 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 1019 a) 32mm dia (for wash basin) 1020 b) 40mm dia (for sink and urinal) 1021 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 1022 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 1023 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 1024 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1025 providing & fixing c.p. brass waste coupling for pvc waste pipe. 1026 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 1027 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1028 110 mm dia (wall thickness - 3.2 to 3.8 mm) 1029 75 mm dia (wall thickness - 3.2 to 3.8 mm) 1030 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 1031 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 1032 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1033 p-trap type floor trap 110 x 75 mm 1034 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 1035 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1036 providing and fixing 100 mm sand cast iron grating for gully trap. 1037 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1038 providing & fixing soil, waste and vent pipes. 1039 a) 100mm dia centrifugally cast iron s & s pipe. 1040 b)75mm dia centrifugally cast iron s & s pipe. 1041 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 1042 a) for 100mm dia pipe. 1043 b) for 75mm dia pipe. 1044 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1045 a) 100mm 1046 sand cast iron s&s as per is - 3989 1047 b) 75mm 1048 sand cast iron s&s as per is- 3989 1049 providing and fixing plaincast iron s & s sanitary bend. 1050 a) 100mm 1051 sand cast iron s&s as per is - 1729 1052 b) 75mm 1053 sand cast iron s&s as per is - 3989 1054 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1055 a) 100x100x100mm 1056 b) 75x75x75mm 1057 providing and fixingcast iron terminal guard. 1058 a) 100mm 1059 b) 75mm 1060 providing & fixingcast iron coller. 1061 a)100 mm 1062 sand cast iron s&s as per is - 3989 1063 b)75mm dia. 1064 sand cast iron s&s as per is - 3989 1065 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1066 a) 100mm 1067 b) 75mm 1068 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1069 a) 100mm inlet & 75mm outlet. 1070 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 with clamps at 1.00 m spacing. this includes jointing of pipes & 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. 1071 15 mm nominal outer dia pipes 1072 20 mm nominal outer dia pipes 1073 25 mm nominal outer dia pipes 1074 32 mm nominal outer dia pipes 1075 providing and fixing brass stop cock of approved quality. 1076 15 mm nominal bore 1077 providing and fixing gun metal gate valve with wheel of approved quality. 1078 a) 25mm dia nominal bore 1079 b) 32mm dia nominal bore 1080 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 1081 a) 25mm. nominal bore 1082 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 1083 a) 15mm nominal bore 1084 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 1085 a) 15mm nominal bore 1086 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1087 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 1088 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1089 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 1090 providing & fixing cp brass bib cock of approved quality conforming to is 8931 1091 a) 15mm nominal bore 1092 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1093 a) 15mm nominal bore 1094 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 1095 a) 15mm nominal bore 1096 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 1097 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 1098 25mm nominal bore, weighing not less than 62 gms 1099 cutting holes up to 30x30 cm in walls including making good the same: 1100 with common burnt clay f.p.s. (non modular) bricks 1101 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1102 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 1103 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 1104 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 1105 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1106 repair to plaster and plinth protection 1107 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1108 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1109 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1110 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1111 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 1112 with cement mortar 1:4 (1cement: 4 coarse sand) 1113 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1114 15mm cement plaster on rough side of single or half brick wall of mix 1115 1:6 (1 cement : 6 course sand) 1116 6mm cement plaster to ceiling of mix : 1117 1:3 ( 1 cement : 3 fine sand) 1118 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1119 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 1120 distempering with 1st quality acrylic distemper (ready made) having voc content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturers specification. 1121 one or more coats on old work 1122 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1123 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 1124 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1125 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 1126 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1127 repairs to door / windows 1128 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1129 of area 3 sq. metres and below 1130 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1131 of area 3 sq. metres and below 1132 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1133 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1134 renewal of old putty of glass panes (length) 1135 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1136 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1137 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1138 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete fixed to steel windows by welding 1139 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 1140 300 mm weighing not less than 200gms. 1141 250 mm weighing not less than 150gms. 1142 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1143 100x58x1.90 mm 1144 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1145 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1146 300 x 10mm 1147 150 x 10mm 1148 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1149 125 mm 1150 providing and fixing aluminium hanging floor door stopper isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 1151 twin rubber stopper 1152 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 1153 providing and fixing to existing door frames. 1154 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 1155 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1156 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 1157 with isi marked stainless steel butt hinges of required size 1158 kiln seasoned and chemically treated hollock wood 1159 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1160 with 12 mm mild steel u beading 1161 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1162 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1163 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1164 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1165 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1166 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1167 4.0 mm thick glass panes 1168 applying priming coat : 1169 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 1170 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1171 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1172 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 1173 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1174 one or more coats on old work 1175 repairs to flooring 1176 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1177 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1178 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1179 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 1180 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1181 25 mm thick 1182 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1183 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 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 size of tile 600 x 600 mm 1184 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 1185 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 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 1186 miscellaneous 1187 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1188 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1189 cement mortar 1:6 (1 cement : 6 coarse sand) 1190 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1191 cement mortar 1:4 (1 cement :4 coarse sand 1192 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 1193 electrical work of guest house 1194 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 1195 group b 1196 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 1197 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 1198 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 1199 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 1200 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 1201 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 1202 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1203 group b 1204 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 1205 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1206 2 x 1.5 sq. mm 1207 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1208 25 mm 1209 32 mm 1210 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1211 100 mm x 100 mm x 60 mm deep 1212 150 mm x 75 mm x 60 mm deep 1213 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1214 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1215 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1216 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1217 supplying and fixing brass batten/ angle holder including connection etc. as required. 1218 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1219 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1220 6 way, double door 1221 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1222 4 way (4 + 12), double door 1223 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 1224 single pole 1225 single pole and neutral 1226 triple pole 1227 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 1228 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1229 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1230 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 1231 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 1232 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1233 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1234 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1235 upto 450 mm sweep 1236 supply of 15w surface mounted round led with all accessories as per standard item.. 1237 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 1238 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 1239 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 1240 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 1241 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 1242 300 mm sweep 1300 rpm 1243 staff qtrs type-ii . 1244 structural repair & retrofitting 1245 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 1246 50 mm average thickness 1247 25 mm average thickness 1248 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 1249 bars upto 12 mm diameter 1250 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1251 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1252 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1253 25mm thick in grade m 25 with cement content not less than 330 kg per cum 1254 50mm thick in grade m 25 with cement content not less than 330 kg per cum 1255 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 1256 repairs to roof 1257 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 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 authorised applicator of the manufacturer of membrane :3 mm thick 1258 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 1259 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1260 repair to toilets 1261 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1262 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1263 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 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 size of tile 600 x 600 mm 1264 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 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 floor tiles polished finish of size size of tile 600 x 600 mm 1265 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1266 75 to 80 mm dia pipe 1267 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 1268 15 mm to 40 mm nominal bore 1269 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 1270 up to 150 mm diameter 1271 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 1272 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1273 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 1274 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 1275 up to 150 mm diameter 1276 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 1277 rectangular manhole 90x80 cm and 45 cm deep 1278 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 1279 110 mm diameter 1280 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 1281 a) coupler 1282 110 mm 1283 b) bend 87.5° 1284 110 mm bend 1285 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1286 75 mm diameter pipes 1287 100 mm diameter pipes 1288 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush 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: 1289 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1290 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 1291 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 1292 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, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1293 kitchen sink without drain board 1294 610x510 mm bowl depth 200 mm 1295 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 1296 a) 32mm dia (for wash basin) 1297 b) 40mm dia (for sink and urinal) 1298 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 1299 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 1300 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 1301 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1302 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 1303 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 1304 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1305 110 mm dia (wall thickness - 3.2 to 3.8 mm) 1306 75 mm dia (wall thickness - 3.2 to 3.8 mm) 1307 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 1308 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 1309 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1310 p-trap type floor trap 110 x 75 mm 1311 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 1312 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1313 providing and fixing 100 mm sand cast iron grating for gully trap. 1314 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1315 providing & fixing soil, waste and vent pipes. 1316 a) 100mm dia centrifugally cast iron s & s pipe. 1317 b)75mm dia centrifugally cast iron s & s pipe. 1318 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 1319 a) for 100mm dia pipe. 1320 b) for 75mm dia pipe. 1321 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1322 a) 100mm 1323 sand cast iron s&s as per is - 3989 1324 b) 75mm 1325 sand cast iron s&s as per is- 3989 1326 providing and fixing plaincast iron s & s sanitary bend. 1327 a) 100mm 1328 sand cast iron s&s as per is - 1729 1329 b) 75mm 1330 sand cast iron s&s as per is - 3989 1331 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1332 a) 100x100x100mm 1333 b) 75x75x75mm 1334 providing and fixingcast iron terminal guard. 1335 a) 100mm 1336 b) 75mm 1337 providing & fixingcast iron coller. 1338 a)100 mm 1339 sand cast iron s&s as per is - 3989 1340 b)75mm dia. 1341 sand cast iron s&s as per is - 3989 1342 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1343 a) 100mm 1344 b) 75mm 1345 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1346 a) 100mm inlet & 75mm outlet. 1347 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 with clamps at 1.00 m spacing. this includes jointing of pipes & 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. 1348 15 mm nominal outer dia pipes 1349 20 mm nominal outer dia pipes 1350 25 mm nominal outer dia pipes 1351 32 mm nominal outer dia pipes 1352 providing and fixing brass stop cock of approved quality. 1353 15 mm nominal bore 1354 providing and fixing gun metal gate valve with wheel of approved quality. 1355 a) 25mm dia nominal bore 1356 b) 32mm dia nominal bore 1357 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 1358 a) 25mm. nominal bore 1359 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 1360 a) 15mm nominal bore 1361 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 1362 a) 15mm nominal bore 1363 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1364 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 1365 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1366 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 1367 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1368 providing & fixing cp brass bib cock of approved quality conforming to is 8931 1369 a) 15mm nominal bore 1370 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1371 a) 15mm nominal bore 1372 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 1373 a) 15mm nominal bore 1374 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 1375 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 1376 25mm nominal bore, weighing not less than 62 gms 1377 cutting holes up to 30x30 cm in walls including making good the same: 1378 with common burnt clay f.p.s. (non modular) bricks 1379 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1380 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 1381 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 1382 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 1383 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1384 repair to plaster and plinth protection 1385 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1386 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1387 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1388 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1389 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1390 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 1391 with cement mortar 1:4 (1cement: 4 coarse sand) 1392 12mm cement plaster of mix : 1393 1:6 (1 cement : 6 course sand) 1394 6mm cement plaster to ceiling of mix : 1395 1:3 ( 1 cement : 3 fine sand) 1396 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1397 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 1398 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 1399 old work (one or more coats) 1400 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1401 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 1402 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1403 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 1404 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1405 repairs to door / windows 1406 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1407 of area 3 sq. metres and below 1408 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1409 of area 3 sq. metres and below 1410 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1411 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1412 renewal of old putty of glass panes (length) 1413 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1414 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1415 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1416 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 1417 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 1418 300 mm weighing not less than 200gms. 1419 250 mm weighing not less than 150gms. 1420 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1421 100x58x1.90 mm 1422 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1423 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1424 300 x 10mm 1425 150 x 10mm 1426 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 1427 providing and fixing to existing door frames. 1428 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 1429 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1430 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 1431 with isi marked stainless steel butt hinges of required size 1432 kiln seasoned and chemically treated hollock wood 1433 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1434 with 12 mm mild steel u beading 1435 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1436 125 mm 1437 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1438 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1439 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1440 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1441 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1442 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1443 4.0 mm thick glass panes 1444 applying priming coat : 1445 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1446 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1447 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1448 two or more coats on new work 1449 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1450 one or more coats on old work 1451 flooring 1452 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1453 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1454 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1455 25 mm thick 1456 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1457 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 1458 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 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 1459 miscellaneous 1460 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1461 cement mortar 1:6 (1 cement : 6 coarse sand) 1462 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1463 cement mortar 1:4 (1 cement :4 coarse sand 1464 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 1465 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1466 electrical work of type-ii (g) 1467 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 1468 group b 1469 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 1470 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 1471 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 1472 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 1473 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 1474 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 1475 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1476 group b 1477 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 1478 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1479 2 x 1.5 sq. mm 1480 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1481 25 mm 1482 32 mm 1483 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1484 100 mm x 100 mm x 60 mm deep 1485 150 mm x 75 mm x 60 mm deep 1486 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1487 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1488 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1489 s/f light plug point modular type accessories :- 1490 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 1491 s/f power plug point modular type accessories :- 1492 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 1493 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1494 supplying and fixing brass batten/ angle holder including connection etc. as required. 1495 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1496 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1497 6 way, double door 1498 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1499 4 way (4 + 12), double door 1500 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 1501 single pole 1502 single pole and neutral 1503 triple pole 1504 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 1505 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1506 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1507 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 1508 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 1509 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1510 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1511 supply of 15w surface mounted round led with all accessories as per standard item.. 1512 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 1513 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 1514 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 1515 sewerage system 1516 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 1517 all kinds of soil 1518 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1519 pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1520 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1521 150 mm dia. r.c.c. pipe 1522 450 mm dia. r.c.c. pipe 1523 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size) 1524 150 mm diameter s.w.pipe (l.35.10) 1525 450 mm diameter s.w.pipe (l.6.15 ) 1526 constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with rcc top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 1527 inside size 90 x 80 cm & 45 cmdeep including ci cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 1528 with common burnt clay f.p.s.(non modular) bricks of classic designation 7.5 1529 extra for depth for manholes: 1530 size 90 x 80 cm 1531 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1532 constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with fps bricksclass designation 75in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. 1533 0.91m deep with sfrc cover and frame (heavy duty hd-20 grade designation) 560mm internal diameter conforming to i.s:12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) 1534 with common burnt clay f.p.s.(non module) brick of class designation 7.5 1535 extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . 1536 with common burnt clay f.p.s.(non module) brick of class designation 7.5 1537 providing and fixing square mouths. w. gully trapclass sp-1 complete with c.i. gratingbrickmasonry chamber with water tight ci 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 1538 180 x 150 mm. size p type 1539 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1540 providing m.s. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 1541 with 20x20 mm square bar 1542 cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholesand dechocking of sewer lines. dechocking and flushing of sewerline from one manhole to another by high pressure jetting system of2200 psi for sewer line from 150mm dia upto 300mm 1543 cleaning and desilting of gully trap chamber, including removal ofrubbish mixed with earth etc. and disposal of same, all as per thedirection of engineer-in-charge. 1544 septic tank 1545 size of tank = 5.00 x 2.00 x 1.24 mtr 1546 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. 1547 all kinds soil 1548 take 50 % qty of items 1.a 1549 ordinary rock 1550 take 50 % qty of items 1.a 1551 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. 1552 earth work in excavation 1.50-3.00 mtr 1553 all kinds soil 1554 take 50 % qty of items 2.a 1555 ordinary rock 1556 take 50 % qty of items 2.a 1557 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 1558 20 % of excavation of items (1.a.1+2.a.1) 1559 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1560 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 1561 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge.“(note :- cement content considered in this item is @ 330 kg/cum.“excess/ less cement used as per design mix is payable/recoverable separately). 1562 upto plinth level 1563 centering and shuttering including strutting, propping etc. and removal of form for: 1564 foundations, footings, bases of columns, etc. for mass concrete. 1565 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 1566 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1567 rcc bend beam 1568 suspended floors, roofs, landings, balconies and access platform. 1569 edges of slabs and breaks in floors and walls. 1570 under 20 cm wide 1571 providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in-charge. 1572 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete. 1573 thermo-mechanically treated bars. 1574 up to plinth 1575 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1576 for maintaining slope 1577 6 mm cement plaster on rough side of single or half brick wall of mix: 1578 1:3 (1 cement: 3 fine sand) 1579 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 1580 hd-20 1581 circular shape 560 mm internal diameter 1582 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910 on 12mm dia steel bar conforming to is : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1583 providing and fixing soil, waste and vent pipes 1584 100 mm dia. 1585 centrifugally cast (spun) iron socketed pipe as per is: 3989. 1586 providing and fixing terminal guard : 1587 100 mm 1588 sand cast iron s&s as per is - 3989 1589 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and s.w. drain pipe 100 mm diameter, 1.8m long complete as per standard design.with f.p.s. bricks 1590 estimate of externalelectrical works 1591 subhead - i - main boards 1592 meter boards 1593 supply, installation, testing and commissioning of m.v. cubical type totally enclosed dust, dump and vermin proof meter bords complete with bus bars, mv danger notice plate, on surface isi marked electronic kwh meter, indication lamps, cts, interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingmcbs mccbs and kwh meters complete as required. 1594 meter boards - type-iii (6 nos) & warden residence ( 2 nos) & type-ii(1nos) 1595 incomer 1596 1 no.63 amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1597 metering & indication 1598 1 set of r,y,b phase indicating lamps 1599 digital multifunction meter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mcb & 3nos 63/5a cts (63a/500v) rating 1600 1 sets of breaker on-off-trip, spring charged indication lamps as required. 1601 bus-bar 1602 1 set of 100a tpn aluminium bus bar with colour coded pvc sleeves 1603 out going: 1604 4 nos. 40a tpn mcb of 10ka 1605 2 nos. 40a dp mcb of 10ka. 1606 supplying,receiving, fixing, testing & commissioning ofabove described panel 1607 meter boards - principle residence & guest house. 1608 1 no.40amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1609 panel -mp hall 1610 incomer 1611 1 no.63 amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1612 metering & indication 1613 1 set of r,y,b phase indicating lamps 1614 digital multifunction meter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mcb & 3nos 63/5a cts (63a/500v) rating 1615 1 sets of breaker on-off-trip, spring charged indication lamps as required. 1616 bus-bar 1617 1 set of 100a tpn aluminium bus bar with colour coded pvc sleeves 1618 out going: 1619 4 nos. 40a tpn mcb of 10ka 1620 3 no. 40a dp mcb of 10ka. 1621 supplying,receiving, fixing, testing & commissioning ofabove described panel 1622 subhead - ii - earthing 1623 earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 1624 earthing with cu. earth plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (ci heavy duty) having locking arrangement and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required. 1625 supplying and laying 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode, including connection with g.i. nut, bolt, spring, washer excavation and refilling etc. as required. 1626 providing and fixing 25 mm x 5 mm copper strip in 40 mm dia g.i. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. 1627 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required.

Central Government/Public Sector

TRN :34419460 | 13 May, 2025

Tender Value : 42.72 Lacs

Lucknow - Uttar Pradesh

Tender for special repairs to roof sheet of bldg no p 266 p 267 p 268 and p 276 at 16 rajput and static water tank at fasf of 41 inf bde

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 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 aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

Central Government/Public Sector

TRN :48280497 | 17 May, 2025

Tender Value : 4.14 Crore

Leh - Ladakh

Tender for tender for provision of central mi room at nimu(job no 01/nimu stn/amwp/2023-24); 1 lump sum price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 43 2 lump sum price worked out by the contractor for (site clearance, excavation & earth work)as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 44 3 lump sum price worked out by the contractor for (internal electrification)as listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 50 4 lump sum price worked out by the contractor for (internal water supply)as listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 52 5 lump sum price worked out by the contractor for (road, path & hardstanding)as listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 54 6 lump sum price worked out by the contractor for (sewage disposal)as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 55 7 lump sum price worked out by the contractor for (area drainage)as listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 56 8 lump sum price worked out by the contractor for (shed for dg set)as listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 58 9 lump sum price worked out by the contractor for (hot water supply)as listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 59 10 lump sum price worked out by the contractor for (external electrification)as listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 65 11 lump sum price worked out by the contractor for (external water suplay)as listed in schedule ‘a’ part-xi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 66 12 sch a part - xii (misc b/r & e/m items) (refer boq)note: this schedule is not pre-priced by mes and the rate indicated as rs 0.00 under col 5 signifies this fact only 13 internal electrifications&f double door three phase prewired distribution board vertical db vtpn 8 way with acrylic door made out of crca sheets 1.6 mm thick,phosphatised powder coated with copper bus bar 200 amps, 415 v,ip 43/ik09, earth stud, din rail, polymide terminal blocks for incoming and outgoing circuits, inbuilt loose wire box ,ground terminal blocks ,duly prewired with thimbled flame retardant copper conductors and poly layer for protection in and includingmccb4 pole 63 amp rating repturing capacity 16 ka.(note:- single phase mcbs are to be measured and paid for seperately) 14 s&f led building security light, pressure die cast aluminum housing, 20/25 watts capacity, 240v, ip 65 class, with suitable in-built electronic driver complete incld. fixed on a bracket made out of 1.5 mtr long med grade gi pipe 40 mm dia bend to shape as directed fitted on wall at a height not less than 5 mtr from groundwith ms clamp, nuts and bolts and washers as required at site and incld. connecting luminarie to the nearest ceiling rose/junction box with 1.5 sqmm pvc insulated 3 core wire complete all as directed and specified by engr-in-charge.note - cost of all minor spares and jobs required for fixing of light fixture on wall and for electrical connections are deemed to be included in the quoted rate. 15 s&f new wall mounted fan of approved make and type complete all as specified and as directed. 16 s&f tv co-axial socket 1 module, complete all as specified and as directed. 17 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one double pole mcb 20 amps 18 internal water supplys&f single piece vitreous china wash down water closet pan pedestal pattern white, with seat white closed pattern with flat bottom and cover mild steel chromium plated or aluminized hinging deviced including flushing system , pipe and joint etc and connection to drain, flushing, pipe, anti-syphonage pipe, and fixing arrangements with fixing bolts etc including making good the disturbed portion of floor in cement concrete 1:2:4 type b-0, as in repairs complete all as spd & directed complete all as specified and directed by engr-in charge.. 19 s&f cp grating including jointing to waste pipe fixed in cement concrete type b-1 (1:2:4) dia of outlet is 100 mm complete all as specified and directed by engr-in charge. 20 s&f hand shower (health faucet ) with 8mm dia and 1 meter long cp flexible tube and wall hookcomplete all as specified make: cera, jaquar , marc & hindware as per sample and directed by engr -in charge 21 s&f soap dish (s/s), any type, fixed to plugs with chromium plated brass screws, all as specified and directed by engr-in charge. 22 road, path & hard standingm&l for wet mix macadam (wmm) for 150mm thick (compacted thickness) laid in two layers of 75mm each grading as per table 400-13 of morth (ministry of road transport & highways) specification of road and bridge works 2013. manufactured in wmm plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 kn static weight and conslidating required gradient and camber. the finished surface tolerance to be as per table 900-1 of morth specification for road and bridge works 2013 complete all as specified and directed by engr-in-charge. 23 m&l for applying thermoplastic paint marking 2.5mm thick centerline ,stop line,dashes,arrows etc and n exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint ofapproved colour confirming to bs 3262-1989 with special applicater machine all as per manufacturers instructionof any colour on road surfaceincluding cleaning with gunny bags removing all loose dirt/dust complete all as specified and directed. 24 m&l for rcc septic tank designed to carry sewage and sullage water, excavation in any type of soil, pcc 1:4:8 below foundation, rcc m-30 design mix in walls , base slab , baffle walls and roof slab including beams etc with vent shaft , manhole openings with cover connection etc, complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users. 25 m&l for soakage wells excavation, in any type of soil, foundation in pcc 1:3:6, walls of honey combed masonry with top ring of m25 concrete including intercepting chamber and screen chamber made of brick masonary in cm, rcc cover slab in m25/ sfrc cover, interconnecting pipes of rcc/dwc complete filled with brick bats of size 3m dia and 3 m depth. 26 s&f pvc junction boxes ip 65 protection of size 0.200 x 0.250 x 0.155 m complete with 1 nos mcb sp 2.5 amp & 4 way industrial connector including clamp made out of ms flat 30x5mm connection from junction box to street light fitting with three single core pvc insulated, pvc sheathed wire 2.5 sqmm copper & pvc conduit 20 mm dia complete all as specified and directed by engr-in-charge. 27 excavation in trenches by cutting of road crossing/pcc hard standing, under boundary wallfor laying of pipe/cable including making good the existing surface with same finish to match the original finish complete all as specified and directed by engr-in-charge. 28 s&fht/lt ms cable route indicator 4 dia fixed with two nos of nut, bolt and washers and provision of pcc 1 : 4 : 8 type d-2 using 40 mm grade stone aggregate of not less than 0.018 cum in each at base buried under the groundincl necessary earth work complete all as specified and directed by engr-in-charge. 29 supply, installation, testing and commissinoning lt panel board suitable for working on 3 phase ,4 wire ,415 volts, ac ,50hz indoortype, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation factory fabricated made out of 2 mm thick crca sheetduly powder coated and shall be cpri approved and as approved by ge. the panel shall have front and rear opening, locking arrangement, cable alleys, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, earthing terminals, affix danger notice plate, glands, copper bus bar duly covered with heat shrink sleeves colour coaded duly fixed ondmc/smc insulators, housed in a separate bus bar chamber and control wiring with copper conductor cables of adequate size and length, incoming and outgoing mccbs shall have extended bus bar links and mounted on 50x50x5mm sizems angle iron frame duly painted including pcc 1:2:4 type b1 (using 20 mm graded stone aggregate ) in foundation design subject to approved of age (i) nimu to sent the site requirementcomplete all as specified and directed including comprising of following :- 30 (a) mccb 400 amps, fp, 36 ka, 415 volts, 50hz - 01 no (i/c)(b) mccb 200 amps, fp, 25 ka, 415 volts, 50hz - 02 no ( chs)(c) mccb 125 amps, fp, 18 ka, 415 volts, 50hz - 04 nos (apfc, tpn db -02, spare )(d) mcb spn 40 amps, 10 ka, 220 volts, 50hz - 03 nos (garage,street light, spare-1)(e) on load chengeover 630 amps 4 pole -01 no (f)digital voltmeter, with vss - 01set(g) digital ammeter, with cts & ass - 01 set(h) led phase indication lamps ryb - 01 set(j)single phase rotary automatic light controller nature switch with voltage range 120-440v,ac,20 amps,ip-65,50hz-01 nos(k) copper bus bar tpn 600 amps rating - 01 set 31 labour for boring underground upto 100 mm bore for road crossing 3 mtr to 10 mtr not exceeding 1.5 mtr in depth for laying of electric cable and gi tubing in soft/loose soil complete all as specified. 32 m&lfor cutting existing gi pipes and insertion of new tee branches of suitable size to take branch connection of 50mm dia pp-r.note : suitable size of tee branch is deemed to be included in the quoted rate. 33 construction of stone masonary valve pit chamber of size 90cm x 90 cm x 90 cm (internal dimension) including all necessary excavation and earthwork in hard / dense soil and disposal of surplus soil to a distance not exceeding 50 meters & deposting the same as directed includingpcc in foundation of the mixture (1:4:8) d-2 stone masonary in cement motor 1:4 rendering 15mm thick in cement mortar 1:4 internally finished even and fair and pointing flush externally as the work proceeds in the same mortar as of stone masonary including mild steelframe (made out ofangle in 40x40x6mm) ms steel cover 3.15 mm thick with handle and locking arrangement with ginges angle iron flat as requiredat site including painting of all posed ms work with two coat of synthetic enamel paint over a coat of red oxide primer and painting all the steel surfaces embedded in pcc with two coats of black bituminuos paint andall other relevant work complete . 34 m&l for providing tracer/anti freezing cable required to keep the pipe warm upto avoiding freezing all as specified including electrical wiring cable for connection of suitable size 35 (central heating system)electric hot water generator : supply, installation, testing and commissioning ofpackage type electric hot water generator constructed out of ms sheet having top open-able cover for easy access and removal of heaters. the hwg shall be suitable for indoor mounting. the generator shall be provided with 50mm thick fibre glass insulation 32 kg density finished with 0.8mm / 22g aluminium cladding sheet. the generator shall have electrical capacity of 50 kw. the heater shall be electrical resistance type, copper tube with chromium plating. the generator shall be complete with float valve, pressure gauge with ball valve, master and bank thermostats, etc. the generator shall be suitable for 3 phase, 415+ 10% volts, 50 hz. ac supply. the generator shall complete with self-contained incoming isolation, ammeter, voltmeter, contactors for heater banks in three steps complete with manual/auto rotary switches. 36 notes:- (i) allneccassary accessories required for the proper fucntioning of hot water genearator are included in price.(ii) the prices should include lifting, shifting and positioning of units at site.(iii) hot water genearator installation to done as per manufacturer recommendation with all installation requirements i.e foundation, vibration isolator,insulationetc as recommended by manufacturer for the ambient temperature of site. odu installation is included in odu price which includes the civil struture, mechanical structureetc as recommended bymanufacturer.(iv) the contractor/oem will shall submit the hot water generator capacity/burner capacity conforming to relevant is code(v) oem should submit the installation and maintenance schedule/ manual for the boiler. 37 glycol circulation centrifugal pumps: supply, installation, testing & commissioning of pn16 ratedaxial split coupled vertical inline water pump set with ci casing, bronze impeller, ss shaft and externally flushed outside type balanced mechanical seal and non overloading motor, as per specifications and drawings. with suitable hp, tefc squirrel cage induction motor with ie3 type class f insulation, motor shall be rating of ip 55, operating on 415 ±10% volts, 3 phase, 50hz ac supply. the external flush line must be used for the purpose of heat dissipation from the mechanical seal.pumps with performance characteristics as given below:the internal components of pumps including mechanical seal shall be suitable to sustain a fluid temperature of -25 degree celcius to 120 degree celcius. vendor shall be provide antivibration arrangement for pumps . 38 the scope also shall include following below mentioned:(i) electrical by pass starter for pump setas recommended by oem. (ii) 25 mm thick polyviny nitrile rubber insulation duly cladded between aluminium sheets of 0.5mm thickness and properly clamped to pump.(iii) pressure gauges 150 mm dia -03 nos (iv) mounting frame with antivibration pads (in case pumps are inline, anti vibration system shall be as per manufacturers recommendation) (v) rcc/cement concrete foundation for the pump unit. (in case pumps are inline, foundation shall be as per manufacturers recommendation).pump capacity are as under:capacityand pump headnot less than flow 25 usgpm , head 20 mtr (refernce model no. : armstrong : series 4300 - 40-150 - 2p - 1.5 kw) each including the triple duty valve and end suction guide. 39 expansion tank and pressurisation unit:supply, installation, testing and commissioning of insulated pressurised closed water expansion tank suitable for total volume ofglycol - water solution, circuit along with necessary accessories such as along with necessary accessories such as 2 nos pumps (1working +1standby) with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc.with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc. the tank shall be pre-charged. expansion tank shall be with replaceable heavy duty butyl rubber bladder. the tankconnections should be as per oem recommendationsand 20 mm drain and charging valve connection to facilitate the on site charging of nitrogen in the tank.the tank shall be fitted with lifting rings and a floor mounting skirt for vertical installation. the tank must be constructed in accordance with is-standard 2825-1969 (withlates revision)and rated at pn 16 . the complete system shall be sourced from single manufacturer and supplied and installed with all accessories and safety fixtures required for proper functioning of the complete hydronic system.the tank shall be duly painted in approved colour shall be complete with pressure switches and power distribution and control panelip55 control panel, pressure transmitter, interconnecting piping & wiring. (tank capacity 500 ltrs). hot glycol - water closed vessel pressurized expansion tank as described above shall be duly insulated with 50 mm thick puf/nitrile rubber insulating material or equivalent u valueinsulating material and cladded with aluminium sheet (20g). electrical by pass starter for pump setas recommended by oem. 40 expansion tank of 500 lts capacity 41 pressurization unit: for pump set -03 nos with control panel and accessories. 42 make up tank: supply, installation, testing and commissioning of factory made make up water tank, rectangular/circular shape, of 4 mm thick ms sheet (is 2062), of capacity of 550 litres complete with inlet, outlet, overflow, drain pipe of ms and vent with flame arrestor. tank will be provided with supports made out of minimum 50mm angle iron duly painted, to keep tank base at minimum (1000mm) above ffl. service platform shall be provided as per recommendations of oem. the tank shall be provided with remote indication of levels provided level switches for on-off operation of tranfer pump. extra high level and extra low level alarm shall be provided. tank and structure shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.make up water tank as describedabove should beduly insulated with 50 mm thick puf/nitrile rubber insulating material and cladded with aluminium sheet (20g). 43 supply, installation, testing and commissioning ofsteel plate radiator( wall mounted) confirming en- 442 , working pressurerange from 10-13 bar having workinh temparture of 110°c, complete with top grill side cover as standard along with inlet ,outlet valve, air purge valve andwith threaded plug, flow regulator as per oem.the below desired capacity should be calculated at altitude of 3600 mts above sea level. capacity calculation sheet to be provided to engineer in charge. the below mentioned capacity is at inlet temp: 75 degree celcius , outlet temp: 65 degree celcius. referemcwe model series. 44 1.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 45 2.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 46 3.5 kw,type: 33- dkek, length is 1600 mm and height is 600 mm of radiator. 47 5 kw,type: 33- dkek, length is 1600 mm and height is 900 mm of radiator. 48 5 kw,type: 33- dkek, length is 2000 mm and height is 600 mm of radiator 49 m & l for pre-insulated ms pipe,class c havingminimum thicknes of puf insulation as mentioned below and of density 36 kg/cum and 26 gauge al cladding complete suitable for above ground as per sizes shown.the pipes should be insulated with closed cell puf of density 36±2 kg/cum of below mentioned thickness. the pipe should be workable in the temp. range of-50 degree celciusto120 degreec celcius. note:-the pipes size 150mm & below shall be m.s. ‘c’ class as per is : 1239 50 80 mm with 36 mm puf thicknes and 26 gauge al cladding. 51 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 52 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 53 40 mm with 36 mm puf thicknes and 26 gauge al cladding. 54 20 mm with 36 mm puf thicknes and 26 gauge al cladding. 55 buried under ground/exposed to ambient:80 mm with 50 mm puf thicknes and hdpe cladding, 26 gauge al cladding. 56 cabel tray :-supplying and installing following size of perforated painted with powder coating m.s. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling/ground/wall with m.s. suspenders as per is code including bolts & nuts, painting suspenders etc. as required of size 150 mm width x 50 mm depth x 1.6 mm thickness 57 supplying, fixing, testing and commissioning of following diameter valves (pn-16 rating) (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), strainers (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), gauges etc for condenser water circulation as per specifications. insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified. butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets.butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets. 58 80 mm dia butterfly valve 59 65 mm dia butterfly valve 60 50 mm dia butterfly valve 61 supplying, fixing, testing and commissioning of y-strainer (insulated valves) of ductile ci body flanged ends with stainless steel strainer forhot water circulation including insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified of size 50 mm dia y strainer. 62 supplying, fixing, testing and commissioning of non - return valve (insulated valves) with duel plate of ci body ss plates vulcanized nbr seal flanged end & pn 16 pressure rating forhot water circulation includinginsulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as sepcified of size 50 mm dia nrv. 63 supplying, fixing, testing and commissioning of automatic air purge valves forhot water circulation headeras specified of size automtic air purge valve 20 mm dia. 64 supplying, fixing, testing and commissioning of air separator compleate allas specified of size 50 mm dia. 65 supplying, fixing, testing and commissioning of water pressure gauge (100 mm dia) bourdon type with brass ball valve of 3/8 dia and ss tubing, socket.range (0-50) / (0-100) as required by engineer in charge. 66 supplying, fixing, testing and commissioning of mercury in glass industrial thermometer in ss-304 casing with 0.5 c least count, range 0-50 c. brass oil filled thermowell of 1/2 size as required by engineer in charge. 67 electrical distribution panel supply, installation, commissioning and testing of factory made, chs plant, indoor type made out of crca sheet 2 mm thick, frame factory fabricated with front and back openable double door with locking arrangement, with ms angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 phase4 wire, 415 volts, 50 hz, ac supply system, floor mounted and grounting the legs of panel in pcc foundation 1:4:8 complete as all directed suitable for and including the following :- 68 incomers(i) bus bar tpn al extensible type main bus bars of minimum of 600 a capacity (as per capacity of corresponding incoming / bus couplers) , and auxilliary bus bars ofsuitable capacity with heat shrunk coloured sleeves and i/c smc bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of50ka .(ii)mccb 400 amps, 415 volt, 36 ka, 4 pole,microprocessor release- 01 no for incoming (extended rotary operating handle, phase spreader links and phase barriers ) make: legrand/schenider/simensoutgoings(i) 3nos- 125a ,25 ka tpnmccb/acbwith microprocessor release (3# hot water generator)(ii) mcb 10 amp,tpn,10ka, c curve - 06, 3 nos for pumps , 2 nos for pumps ,01 nos for glycol transfer pump(iii) led phase indication lamps (01 set) with 2amp back up mcb,breaker on/off indicating light with 2a mcb, test terminal block set, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. - 2 set (iv) digital ammeter with in built ass,metering c.t.scast resin type, 15va, and accuracy class-1of 800/5a for measuring current in each phase - 01 set.(v) all accessories prewired with appropriate size copper strip or wire and thimbles etc. all as required including foundations as per manufacturers recommendations all as directed by engnr-in-charge.note : contractor will submit the drawing for approval of panel to ge before execution. 69 lt cables : supply & laying/ fixing of following size xlpe insulated and pvc sheathed copper conductor armoured cable/unarmoured as required of 1.1 kv grade complete as require (isi marked) (in ground/in pipe/in duct/on surface/on cable tray) 70 3.5 core x 70 sq.mm. (electric hot water generator) 71 4.0 core x 10 sq.mm. (pump) and (pressurization unit) 72 2 core x 10 sq.mm. (pump) 73 2 core x 6 sq.mm (pressurization unit) 74 earthing complete with copperearth plate electrode of size 60cm x 60cm x 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers etc and connected to and including copper strip of size 32x6 mm up to 7.5 mtr by means of bolts, nuts, check nuts and washers made of brass and protected by light grade 40mm dia upto 7.5 mtr long gi pipe connected to main controlboard and gi pipe light grade 20mm bore for watering and including funnel, wire mesh, rcc pit cover 50mm thick and pcc chamber pit with pcc 1:2:4 type c2 (including excavation and earth work disposal of surplus soil to a distance not exceeding 50 metre) and testing making test point and testing after completion all as specified and shown on plate no 3 of ssr part-i 2009 complete all as specified & directed by engr-in-charge 75 s&f rubber matting conforming to is-15652-2006 complete as required. of size2m x 1m x 25 mm 76 glycol - water solutionsupplying of ethylene glycol concentrate along with the necessary additives and inhibitor in cognition in sealed barrels complete all as directed.note;- (i) the glycol concentrate shall be mixed with potable water supplied by contractor and filled in central heating system pipe line after proper leak test of entire circuit. the glycol water mixture ratio shall be 45 : 55 and freezing temperature shall be - 45 degree celcius (ii) first charge of glycol is included in the quoted rate. first charge include charge in chs pipe linestorage tank. (glycol 45 % ,water 55 %) 77 for chs 78 supply of gycol for running of plant for 12 months 79 glycol circulating pump: supply, erection, testing and commissioning oftransfer pumps for the capacity of 5 lpm 5 meter head for glycol fluidtransfer with base frame foundation, bolts coupling coupling guard,tefc, (oem design hp for the required flowand head ) andother accessories for proper function of the pump. 80 oxygen gas manhold : supply , installation , testing and commission 4+4 oxygen manifold with middle frame, tail pipe, nrv and essab make 10x14 regulator complete all as specified and directed by engr in charge . 81 supply , installation , testing and commission 3 cylinder emergency inlet for oxygen complete all as specified and directed by engr in charge . 82 supply , installation , testing and commission automatic control panel with analog display 02 for oxygen complete all as specified and directed by engr in charge. 83 s&f of copper tubing of size 15 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 84 s&f of copper tubing of size 12 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 85 s&f bs type gas outle with probe for oxygen for medical compleate all as specified and directed by engr in charge 86 s&f 1/2 brass ball valve with end fittings including all fittings for medical usecomplete all as specified and directed by engr in charge. 87 s&f bpc flow meter (0-15 lpm) including humidfire bottle complete all as specified and directed by engr in charge . 88 s&f 3/8 brass ball valveincluding all fittings for complete all as specified and directed by engr in charge. 89 stand by dg set : supply,install, test and commissioning of silent diesel engine generating set 415 volts, 3 phase, 4 wireengine as per is08528 conforming to cpcb norms iv, and alternator as per is08528 of capacity 400 kva at ntp with control panel having meters, sound proof canopy etc with foundation (as per oem design) including all accessories as per manufactures standard and as per the details given below and independent relay panel for automatic on mains failure:- ac generator should be suitable for ambient conditions at nimu leh area. 90 (a) alternator : standard design alternator rated at 400 kva (320kw)net output at power factor 0.8, ac, 3 phase 4 wire, 415 v, 50 cycles/second, 1500 rpm self excited, self regulated, screen protected, drip proof ip 23 enclosure, brush less design, voltage regulation ± 2.5 % rated voltage from no load to full load and frequency regulation within ± 1.5 % tolerence. (b)diesel engine : vertical diesel engine of suitable capacity, water cooled, closed circuit as per bs-649 or is-1002 direct injection type turbo charged, electric starting system having rated speed 1500 rpm. the dg set shall be capable for running with 10% over loading for 01 hour in every 12 hours as perbs-5514/bs-649. engine shall be multi cylinder, multi stroke, direct injection andequipped with all standard fitting as per manufactures recommendations and mounted on common base frame with following specifications.(a) fly wheel with housing (i) common base frame of sturdy design suitable for anti vibration mounting and permanent concrete foundation for mounting engine and alternator as per manufacturers instructions (b) cooling system (i) radiator with fan & belts & guard, rubber hoses and thermostat. (ii) cooling water pump centrifugal type . 91 (c) governer : electronic governer (d) electric starting system : electric self starter , 24 volts dc(12 volt, 150 ah battery 2 nos)charging alternatoraspermanufacturers design,copper leads with lugs of adequate size complete with initial charging of maintenance free battery 2x12 volt 150 ah capacity. (e) generator monitoring panel : comprising of following :- (i) microprocessor based genset controller for metering, monitoring, governing and protection. (ii) engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown) (iii) alternator protection parameters like under voltage, over current, under frequency, over frequency (alarm & shut down) (f) accessories:avm pads built or separately mounted to manufacturer base frames. (g) coupling arrangements: fixed coupling, flywheel to suit fixed coupling and fly wheel housing.(h) exhaust system : should have equipped with emission control device as per latest govt norms. silencer complete with exhaust pipe of suitable size upto and out side the building all covered with asbestos rope of suitable size all as specified and as directed.(j) fuel tank: daily service fuel tank of capacity suitable for 8 hours continuous operation made out of 3 mm thick (heat retardant) sheet with indicating gauge, built inside the acoustic enclosures or as per manufacturers design 92 (c)acoustic enclosure : all as per cpcb norms iv and oem of dg sets design.(d)amf panel : supply, install, testing and commissioning of amf panel outdoor type, cubical body,dust and vermin proofmade up of crca sheet painted with two coats of synthetic enamelled paint over a coat of red oxide primer confirming to ip 45 with front and rear opening with louvers andmounted on floor with pcc pedestal pillars with a clearance of atleast 0.3 m above ground level with glands sockets etc with provision of cable entry from bottom all pre wired and connected complete with following accessories:-(i) microprocessor based panel -01 no(ii) power contactor heavy duty suitable for generator and mains (iii) over load relay for genset (iv) suitable rating isolating switch mccb for both dg & main supply.(v) multi functioning meter to indicate voltage, current, frequency, p f, kw & kwh etc (vi) emergency stop push button.(vii)set of indicaters : - (a)low lube oil pressure (b) dg set over load(viii) push button to start, stop (ix) mode selector switch i.e auto/manual/test/ off.(x) set of instrument fuse (xi)set of aluminium bus bar of 600 amps capacity 3 ph, 4 wire system (xii) automatic battery charging unit with dc voltmeter, ammeter and selector switch for trickle/ boost charging.(xiii) by pass arrangement of main supply when amf circuit fail due to any fault with provision of suitable rating change overs and switches. 93 the following items are deemed to be included in the rate quoted for all dg sets:- (i) dhpp for testing purpose shall be supplied by the contractor without any extra cost to department. (ii)the contractor shall arrange for artificial load (water load/electrical load) for testing for final testing of dg set at site and the cost is deemed to be including in above offer. (iii) testing of sound level should carried out at the site in presence of engineer-in-charge(iv) one set of latest spare part catalogue with price, exploded view of parts and users manual are deemed to be included in the quoted rate.(v) all civil works including foundation for dgset as per manufacturers drawing/ specification, foundation for amf panel shall deemed to be included in the quoted rate.(vi) the rate quoted is deemed to be included for initial filling of radiator coolant and lubricating oil upto level.

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