Delhi Development Authority - Delhi
37723803 maintenance of various colonies of nazul a / c ii under dwarka zone. fencing with angle iron post and g.i. barbed wire at private baghs in sheesh mahal park, shalimar bagh....
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barbed wire Tenders in Delhi
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Public Works Department - Delhi
37432466 erection of repair to ggsss no. 2 molarband, badarpur ( school id 1925053 ) new delhi during 2021 22 ( sh: extension of height of boundary wall with iron grill & barbed wire in the periphery of 7000 sqm area. ( ii ) replacement of tiles of outer walls with grc tiles & inner walls, window panes and extension of stairs from 1st floor to roof top with mumty in the old building block ) ...
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Delhi Jal Board - Delhi
37035985 tender for barbed wire fencing with rcc posts to secure the area of plot allotted for dstp at fatehpurberi mazra....
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Delhi Development Authority - Delhi
36910865 maintenance of various colonies under nazul a / c ii dwarka zone upgradation of green area at bindapur by repairing boundary wall and fixing barbed wire fencing...
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Central Public Works Department - Delhi
36652842 construction of boys hostel e in hostel area at iit delhi sh providing and fixing roller blind, stainless steel grills in ventilators, looking mirror, construction of boundary wall along with boys hostel campus, barbed wire fencing at old boundary wall along the girls hostel and other misc. work....
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Delhi Development Authority - Delhi
36480381 development of bio diversity park at tilpath valley. sh providing and fixing barbed wire fencing and water storage tank and other miscellaneous works at different locations in tilpath valley bio diversity park....
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Delhi Development Authority - Delhi
36480374 deposit work for development of bio diversity park at tughlakabad. sh providing and fixing barbed wire fencing and providing bamboo, murga jali roll etc. in tughlakabad bio diversity park....
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Delhi Development Authority - Delhi
36160407 maintenance of various schemes under nazul a / c ii ( ez ) . sh construction of soak pit, installation of barbed wire fencing and other miscellaneous works in maharaja surajmal samadhi park....
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Delhi Development Authority - Delhi
35993372 maintenance of various colonies under nazul a / c ii dwarka zone. upgradation of green area at bindapur by repairing boundary wall and fixing barbed wire fencing...
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Delhi Urban Shelter Improvement Board - Delhi
35614202 construction of bvk / c hall ( revenue ) sh: renovation and annual repair and maintenance of of bvk at d 3blocknand nagri 1 repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape, racking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead 2 with cement mortar 1:4 ( 1 cement : 4fine sand ) 3 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 4 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 5 in cement mortar 6 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) 7 from brick work in cement mortar 8 deduct for using old retrieve of fps bricks tiles of cd 100 of standard size ( 1309 / 190.59 ) 9 demolishing rcc work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metre lead as per direction of engineer in charge 10 providing and fixing concertina coil fencing with required dia 610 mm ( having 15 nos. round per 6 metre length ) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with g.i. staples and g.i. clips to retain horizontal including necessary bolts or g.i. barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5mm thick ) wire of high tensile strength of 165 kg / sq.mm with tape ( 0.52 mm thick ) and weight 43.478gm / metre ( cost of m.s. angle, c.c. blocks shall be paid separately ) 11 welding by gas or electric plant including transportation of plantat site etc. complete. 12 regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plasterpreparing the surface of mud phaska to proper slope relaying plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 ( 1 cement : 3 fine sand ) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground ( the cost of the new tiles or brick excluded ) within 50 metre lead. 13 providing gola 75 x 75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm and down gauge ) including finishing with cement mortar 1:3 ( 1 cement : 3fine sand ) as per standard design: 14 in 75 x 75 mm deep chase 15 making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) over p.v.c sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of neat cement rounding the edges and making and finishing the outlet complete 16 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 17 removing white or colour wash by scrapping and sand paperingand preparing the surface smooth including necessary repairs toscratches etc. complete 18 white washing with whiting to give an even shade 19 old work ( two or more coats ) 20 white washing with lime to give an even shade: 21 new work ( three or more coats ) 22 distempering with oil bound washable distemper of approved brandand manufacture to give an even shade 23 new work ( two or more coats ) over including priming coat withcement primer 24 distempering with oil boundwashable distemper ofapproved brand and manufacture to give an even shade 25 old work ( one or more coats ) 26 painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : 27 two or more coats on new work 28 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 29 steel work welded in built up sections / framed work includingcutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer using structural steel etc. as required. 30 in gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works. 31 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) , including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed block, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing 32 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size ) 33 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 coat with approved steel primer all complete. 34 fixed to openings / wooden frames with rawl plugs screws etc. 35 dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 36 of area 3 sq. metres and below 37 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6 mm 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. 38 using flats 30x6mm for diagonal braces and central cross piece 39 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. 40 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 ) 41 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 ) : 42 25 mm thick 43 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. 44 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. 45 size of tile 600x600 mm 46 dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead 47 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 48 white vitreous china wash basin size 630 x 450 mm with a pair of 15 mm c.p.brass pillar taps. 49 providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 50 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 51 providing and fixing ptmt towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality colour and make weighing not less than 88 gms 52 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 53 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 54 providing and fixing g.i. pipes complete with g.i. fittings and clamps, including cutting and making good the walls etc. 55 internal work – exposed on wall. 56 15mm dia nominal bore 57 20mm dia nominal bore 58 25mm dia nominal bore 59 providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. 60 external work 61 25mm dia nominal bore 62 32mm dia nominal bore 63 making connection of g.i. distribution branch with g.i. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 64 25 to 40 mm nominal bore 65 mirror polishing on marble work / granite work / stone work where ever required to give high gloss finish complete 66 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 and fixtures complete, including cutting and making good the walls and floors wherever required : 67 w.c. pan with isi marked white solid plastic seat and lid 68 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 69 25 mm nominal bore 70 32 mm nominal bore. 71 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete : 72 25 mm nominal bore 73 providing and fixing gun metal non return valve of approved quality ( screwed end ) : 74 40 mm nominal bore 75 vertical 76 painting g.i. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 77 25 mm diameter pipe 78 32 mm diameter pipe. 79 painting g.i. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 80 32 mm diameter pipe 81 25 mm diameter pipe 82 providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 83 15 mm nominal bore 84 32 mm nominal 85 providing and placing on terrace ( at all floor levels ) polyethylene water storage tank isi : 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 86 providing and fixing ptmt bib cock of approved quality and colour. 87 15mm nominal bore, 86 mm long. weighing not less than 88 gms. 88 24 mm thick ( average ) wash marble chips plaster with deep groove joints in two layers under layer 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) furrowing the under layer with scracting tool applying cement slurry on the under layer @ 2 kg of cement per sqm and top layer 12 mm thick with marble chips white or black or baroda green of size 4 mm laid in cement in proporation of 4:7 ( 4 cement : 7 marble chips ) by volume, washed with water and nylon brush including making panels with wooden fillets of groove sizecomplete as per direction of engineer in charge 89 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in: 90 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 91 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor v level 92 cement mortar 1:4 ( 1 cement : 4 coarse sand ) 93 supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with half tonne roller or wooden or steel rammers and dressing of in embankments for roads, flood banks, guide banks or filling of ground depression with all lead, lift etc. complete 94 providing and laying dry brick aggregate 40mm nominal size foundation and plinth including spreading and ramming in layers as directed by engineer incharge. 95 lettering with black japan paint of approved brand and manufacture 96 carriage of material by mechanical transport including loading unloading and stacking 97 i ) lime moorum building rubbish lead for 5.00km. 98 forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness ( not less than 2 mm ) , nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the engineer in charge. 99 dismantling w.c. pan of all sizes including disposal of dismantled materials i / c malba all complete as per directions of engineer in charge. 100 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete 101 painting with aluminium paint of approved brand and manufacture to give an even shade . 102 two or more coats on new work 103 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 104 one or more coats on old work. 105 add 21.46% as circulated by delhi govt. 106 minus 9.5% as circulated by delhi govt....
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Irrigation And Flood Control Department - Delhi
35468198 repair and renovation of office cum store of ifc deptt., at gopalpur delhi 1 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : of area 3 sq. metres and below 2 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.in cement mortar 3 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 4 dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 5 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 6 earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge:all kinds of soil 7 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. 8 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil. 9 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zone iii) : 8 graded stone aggregate 40 mm nominal size) 10 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:4 (1 cement : 4 coarse sand) 11 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 :cement mortar 1:4 (1 cement : 4 coarse sand) 12 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 13 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 14 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the engineer in charge.” all works up to plinth level : m 10 grade plain cement concrete (cement content considered @ 220 kg/cum) note : excess/less cement used than specified in this item is payable/ recoverable separately. 15 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer in charge. (the panel shuttering work shall be paid for separately). (note: cement content considered in this item is @ 330 kg/cum. excess/less cement used as per design mix is payable/ recoverable separately). 16 finishing walls with water proofing cement paint of required shade : old work (one or more coats @ 2.20 kg/10 sqm) complete. 17 finishing walls with water proofing cement paint of required shade :new work (two or more coats applied @ 3.84 kg/10 sqm) 18 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old work 19 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 20 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape(r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately) 21 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 coat with approved steel primer all complete. fixed to steel windows by welding 22 providing and fixing factory made p.v.c. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid pvc foam sheet, mitred at corners and joined with 2 nos of 150 mm long brackets of 15x15 mm m.s. square tube, the vertical door frame profiles to be reinforced with 19x19 mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of engineerin charge. 23 providing and fixing factory made panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. m.s. frame shall have a coat of steel primers of approved make and manufacture. m.s. frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. top, bottom and lock rails shall be provided both side of the panel. 10 mm (5mm x 2 ) thick, 20 mm wide cross pvc sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side pvc sheet to be fitted in the m.s. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide pvc sheet beading on inner side, and joined together with solvent cement adhesive. an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc. complete as per direction of engineer in charge, manufacturers specification & drawing. 24 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. 110 mm diameter 25 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 and fixtures complete, including cutting and making good the walls and floors wherever required : w.c. pan with isi marked white solid plastic seat and lid 26 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern 27 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap 28 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete.semi rigid pipe 32 mm dia 29 providing and fixing 100 mm sand cast iron grating for gully trap. 30 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. 31 providing and fixing toilet paper holder :c.p. brass 32 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 33 providing and fixing brass bib cock of approved quality :20 mm nominal bore 34 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) :25 mm nominal bore 35 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) :32 mm nominal bore. 36 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) :40 mm nominal bore 37 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15mm nominal bore 38 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer in charge. 39 providing and fixing uplasticised pvc connection pipe with brass unions : 45 cm length 15 mm nominal bore 40 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 15 mm nominal outer dia pipes 41 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: 42 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including isi marked stainless steel butt hinges with necessary screws 43 providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : with isi marked stainless steel butt hinges of required size second class teak wood 44 providing and fixing 1st quality ceramic glazed floor 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. 45 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 46 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer in charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 47 extra for providing and fixing wind ties of 40x 6 mm flat iron section. 48 excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. all kinds of soil 49 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone iii) : 4 graded stone aggregate 20 mm nominal size). 50 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. hot finished seamless type tubes 51 providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to is : 702 applied hot @ 1.45 kg per square metre of area for each course, second course of roofing felt type 3 grade i (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or peasized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : bitumen felt (hessian base) type 3 grade i conforming to is : 1322 52 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.12.5 mm thick square edge pvc laminated gypsum tile of size 595x595 mm, made of gypsum plasterboard, manufactured from natural gypsum as per is 2095 part i and laminated with white 0.16mm thick fire retardant pvc film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side pvc film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit 53 dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by engineer in charge. ...
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Delhi Development Authority - Delhi
35442094 tender for maintenance of park plantation trucks and other equipments in horticulture wing n.a. – iim / o park i / c seed bed ( near office complex ) at narela. sh supply and placing of empty earthen pots, ploythene bags, good earth, supply of plants, neem oil cake, chemical emulsion etc at site supply and placing of empty earthen pots at site: upper diaxbottam dia x perpendicular height [ inner to inner ] [ outer to outer ] [ top to bottom ] size [ i ] 30cm. x15cm. x 30cm. 2 [ ii ] 20 cm x10 cm x 20 cm. 3 [ iii ] 15 cm x 08 cm x15 cm. 4 provision of ploythene bags. ( only for seed bed / nursery area ) i ) supply of polythene bags size 6x8 ( gauge 175 200 ) both layer at site 5 ii ) supply of polythene bags size 5x7 ( gauge 175 200 ) both layer at site 6 supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete ( earth measured in stacks will be reduced by 20% for payment ) . 7 supply of neem oil cake in 40kg packing bag at site. 8 supply of chloropyphos 20%e.c, / lindane 20% e.c. as per specification at site ( packing in one ltr / 5ltr. ) 9 supply of best quality agro shade net green color ( 50 m x 3m ) 75:25 ratio at site 10 supply of bamboo size 25mm dia2.5 meter long at site 11 supply of mass grass at site 12 supply of mass grass stick 3 ft. height with mass grass at site. 13 supply and displaying of foliage plant fully grown free from all disease at site. i ) providing and displaying of araucaria cookie plant, having ht. 60 cm to 75 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 20 cm size of earthen pot / plastic pot. & as per direction of the officer in charge. 14 ii ) providing and displaying of areca palm plant, having ht. 90 cm to 1.20 mwith 4 to 5 suckers, well developed, fresh and healthy with lush greenfoliage in 20 cm size of earthen pot / plastic pot & as per direction of theofficer in charge. 15 iii ) providing and displaying of croton petra banglore variety plant, having ht 45 cm & above, well developed with fresh and healthy leaves in 20 cm sizeof earthen pot / plastic pot. & as per direction of the officer in charge. 16 iv ) providing and displaying of phoenix palm plant, having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of earthen pot / plastic pot & as per direction of the officer in charge. 17 v ) providing and displaying of livistona palm plant, having ht. 60 cm to 75 cm, well developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of earthen pot / plastic pot as per direction of officer in charge. 18 providing and stacking of tree plants fully grown free from all disease at site i ) providing and stacking of cassia fistula ( amaltash ) plant of height 120 135 cm. in big poly bags of size 25 cm as per direction of the officer in charge. 19 ii ) providing and stacking of ficus benjamina ( green ) plant of height 120 135 cm. with 6 8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer in charge. 20 iii ) providing and stacking of pongamia glabra ( papri ) plant of height 120 135 cm. in big poly bag of size 25 cm as per direction of the officer in charge. 21 iv ) providing and stacking of polyalthia pendula ( ashok pendula ) of height 150 165 cm. in earthen pots of size 25 cm as per direction of the officer in charge. 22 providing and stacking ofshrub plants fully grown free from all disease at site. i ) supply and stacking of plant ficus panda of height 30 45 cm. with 3 4 branches and healthy foliage in p.bag of size 20 cm as per direction of the officer in charge. 23 ii ) providing and stacking of plant calliandra hybrida of hight 75 90 cm. with 4 5 branches in bag of size 25 cm as per direction of the officer in charge. 24 iii ) providing and stacking of plant hibiscus rosasinensis of height 60 75 cm. with 5 6 branches in p. bag of size 25 cm as per direction of the officer in charge. 25 iv ) providing and stacking of plant nerium oleander ( kaner ) of height 60 75 cm. with 5 6 branches in poly bags of size 25 cm as per direction of the office in charge. 26 v ) providing and stacking of bougainvillea ( variety butiana, lady mary baring, mahara, mohan, scarlet queen, varigata, glabra formosa, peruviana odissi, partha, subhra, thimma, spectabilis l.n. birla, refulgens ) plants of height 30 cm to 45 cm with 2 3 branches in 20 cm size of earthen pots / plastic pots and as per direction of officer in charge. 27 providing and stacking of rose plants fully grown free from all disease at site. i ) providing and displaying budded rose ( h.t. variety ) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm earthen pot, as per direction of the officer in charge. 28 supplying of safeda balli 125 mm diameter at site ( length of balli as per direction of site incharge ) 29 supplying of g.i. barbed wire at site. [ barbed wire weighting 9.38 kg. per 100 metres ] ...
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Shivaji College - Delhi
35191441 tender for civil works earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil 3 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead within a lead of 50 m : pipes, cables etc, not exceeding 80 mm dia. 5 concrete work 6 1:4:8 ( 1 cement: 4 coarsesand ( zone iii ) : 8 graded stone aggregate 40 mm nominal size ) 7 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) . 8 reinforced cementconcrete 9 providing and laying in position ready mixed m 25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of r.m.c. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the 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 ) 10 all works up to plinth level 11 all works above plinth level up to floor v level. 12 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level . thermo mechanically treated bars of grade fe 500 d or more 13 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo mechanically treated bars of grade fe 500 d or more 14 centring and shuttering including strutting, propping etc. and removal of form for all heights: 15 foundations, footings, bases of columns, etc. for mass concrete. 16 lintels, beams, plinth beams, girders, bressumers and cantilevers. 17 columns, pillars, piers, abutments, posts and struts. 18 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 19 steel work 20 steel work welded in built up section / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in grating, frames, guard bar, railing, brackets, gates and similar works. 21 concentena wire 22 providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm ( + 0.05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired ngineerin charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55 mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 23 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 tenonedand 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 steel members shall be measured for payment ) . 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 ) 24 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer in charge 25 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 26 barbed wire 27 providing and fixing barbed wire on iron post placed atrequired distance emdedded in cement conc. provided with horizontallinesandtwo diagonal interwoven with horizontal wire of barbed wire weighing 9.38kg per100 mtr. ( minimum ) between two posts fitted and fixed with g.i.staples, turn buckelsetc. complete in all respect. payment to be made per metre length of barbed wire used.with g.i. barbed wire 28 brick work 29 brick work with common burnt clayf.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 ( 1 cement : 4 coarse sand ) 30 brick work with common burnt clayf.p.s. ( non modular ) bricks of class designation 7.5 in super structure above plinth level upto floor v level in all shapes and sizes in: cement mortar 1:4 ( 1 cement: 4 coarse sand ) 31 brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in super structure above plinth level up to floor v level in : cement mortar 1:4 ( 1 cement : 4 coarse sand ) 32 half brick masonry with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in perstructure above plinth level up to floor v level cement mortar 1:3 ( 1 cement :3 coarse sand 33 finishing 34 12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand ) 35 12 mm cement plaster of mix: 1:6 ( 1 cement : 6 fine sand ) 36 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 ( 1 cement : 6 fine sand ) 37 6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand ) 38 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 direction of engineer in charge, , with cement mortar 1:4 ( 1 cement : 4 fine sand ) 39 dismantling work 40 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. in cement mortar 41 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) :from brick work in cement mortar 42 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge ( all grade concrete ) 43 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial lead, for all leads including all lifts involved. 44 painting work 45 applying one coat of cement primer of approved brand and manufacture on wall surface. water thinnable cement primer 46 finishing walls with water proofing cement paint of required shade :new work ( two or more coats applied @ 3.84 kg / 10 sqm ) 47 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade , one or more coats on old work 48 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: one or more coats on old work 49 french spirit polish one or more coats on old work. 50 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering the surface smooth including necessary repairs to scratches etc.complete 51 wall painting with premium acrylic emulsion paint of interior grade having voc ( volatile organic compound ) content less than 50 grams / litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour of two coats 52 finishing walls with acrylic smooth exterior paint of required shade :old work ( two or more coat applied @ 1.67 ltr / 10 sqm ) on existing cement paint surface 53 removingpainting with synthetic enamel paintand like by scrapping , sand papering the surface smooth including necessary repairs to scratches etc.complete 54 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade new work ( two or more coats ) over and including water thinnable priming coat with cement primer as per direction of site in charge 55 providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 56 distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : two or more coats old works 57 stainless steel 58 providing and fixing stainless steel ( grade 304 ) gate made of hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete i / c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. ) 59 providing and fixing stainless steel ( grade 304 ) railing made of hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete i / c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. ) 60 plumbingwork 61 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 50 mm dia nominal bore 62 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 40 mm dia nominal bore 63 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 32 mm dia nominal bore 64 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 25 mm dia nominal bore 65 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 20 mm dia nominal bore 66 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc., 15 mm dia nominal bore 67 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. 110 mm dia 68 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 69 constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottomdiameter 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 20 mm 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 : 70 providing and fixing ball valve ( brass ) of approved quality, high or low pressure, with plastic floats complete 71 15 mm nominal bore 72 20 mm nominal bore 73 25 mm nominal bore 74 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 75 15 mm nominal bore 76 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 a ) 15 mm nominal bore 77 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore 78 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length 79 providing and fixing of concealed stop cock jaquar make model no flr 5433n or equeled make model as per approved by site in charge , 80 providing and fixing of concealed stop cock jaquar make model no flr 5441nk or equeled make model as per approved by site in charge 81 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 82 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 83 sanitary fixtures fittings & installation. 84 providing, installing and testingof jet spray consisting of jet spray, triangular spacer attached with toilet seat hinges, c.p. brass angle stop cock with filter c.p brass flow regulator ( flow 8 lpm ) , c.p. brass wall flange and flexible pipe complete as required complete. make : jaquar / parryware / hindware or equivalent 85 providing and fixing sensor urinal white vitreous china battery based infrared sensor operated urinal of approx. having pre & post flushing with water, having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification, as per complete item direction of engineer in charge. ( make jauqar, hindware, parrryware or equilent ) 86 providing and fixing white vitreous china pedestal type water closet ( european type ) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required ( hindaware parryware , jaquar, or approved make ) 87 structural strengthening and retrofitting 88 providing and placing in position micro concrete ( renderoc rg of fosroc or equivalent ) having minimum compressive strength 50 n / mm2........ reinforcement in order to decide on the requirement and addition of reinforcement. ) 25 mm average thickness for slabs 89 providing and placing in position micro concrete ( renderoc rg of fosroc or equivalent ) having minimum compressive strength 50 n / mm2........ reinforcement in order to decide on the requirement and addition of reinforcement. ) 50 mm average thickness for beams 90 providing and placing in position micro concrete ( renderoc rg of fosroc or equivalent ) having minimum compressive strength 50 n / mm2........ reinforcement in order to decide on the requirement and addition of reinforcement. ) 60 mm average thickness for columns 91 introducing new reinforcement bars for structural connections in rcc beams 92 for 10mm dia bar ( dia of hole 12mm and depth of hole 100 mm ) 93 for 16mm dia bar ( dia of hole 18mm and depth of hole 160 mm ) 94 for 20mm dia bar ( dia of hole 24mm and depth of hole 200 mm ) 95 providing and fixing 12mm dia galvanized iron injection nipples…..complete as per direction of engineer in charge. 96 making groove of size 12 mm x 12 mm along the crack line and ......making the crack dust free by blowing compressed air and washing with water. 97 injecting cement slurry 1:3 ( 1 cement: 3 water ) by weight....... as per direction of engineer in charge. ( fixing of gi nipples sall be paid for seperately ) 98 providing, mixing and applying the epoxy bonding ......the rate of application shall be as per manufacturers recommendations. ) 99 providing and fixing hard drawn steel wire fabric of size 50mmx 50mm , ..... complete as per direction of engineer in charge. 100 guniting with cement and coarse sand mortar in 1:3 ratio ejected under a pressure of 2 to 3 kg / sqcm from a cement gun on rcc / brick masonary / stone masonary after removing plaster on rcc work / brick masonary / stone masonary , rcc surface shall be roughened by hacking about 6 mm deepat a close interval not greater than 10 mm c / c ( average ) including opening all cracks up to maximum possible depth in v form, including removing / cleaning of all loose surface, losse deteriorated concrete.in case of masonary work , joints shall be raked to a depth of 10 mm for brick masonary and 20 mm for stone masonary.all corroded reinforcement shall be cleaned properly to remove all the scales and rust by wire brush and by rubbing with emery papers and a coat ofzinc primershall be appliedas per manufacture specifications to the reinforcementafter cleaning. epoxy bonding agent ( nitobond ep of fosroc or equivalent ) shall be applied to suitably prepared old concrete surface as per manufacture specifications and guniting shall be done as soon as possible with in the open time of epoxy bonding agent: 101 as a cement plaster 30mm 50mm for walls, columns, and balconies etc. 102 as a cement plaster 25mm 30mm for soffits of slabs and beamsetc. 103 ( dekguard standard of fosroc or equivalent ) 104 applying two coats of anti carbonation coating ( dekguard standard of fosroc or equivalent ) by spraying on rcc exposed surfaceof minimum wft of 100 micron per coatand second coat at right angle to first coat when first coat will become dry over primed surface . the total dry film thickness of two coats shall be not less than 100 microns and shall be capable of providing good carbon dioxide diffusion resistance. the permeability shall be nil when tested at 24 hours as per bs 1881. one coat ofprimer ( dekguard standard primer of fosroc or equivalent ) shall be applied on prepared rcc exposedsurface by spraying and allowed to cure for a minimum of 2 hours @ 20°c or 1 hour @ 35°c before first coat of anti cabonationcoating.the surface shall be prepared by cleaning the contamination like oil, grease & treatment of algae etc. and filling of blowholes by filling suitable cementitious acrylicputty ( renderoc fc of fosroc or equivalent ) . price includes all operationi.e. primer coat & two coat of anti carbonation coating , preparation of surface & filling of blowholes by cementitious acrylicputty, all material and labour etc. 105 aluminium work 106 providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm ubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. ( glazing, paneling and dash fasteners to be paid for separately ) : anodised aluminium ( anodised transparent or dyed to required shade according to is:1868, minimum anodic coating of grade ac 15 ) 107 for shutters of doors, windows & ventilators includingproviding and fixing hinges / pivots and making provisionfor fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required ( fittings shall be paid for separately ) powder coated aluminium ( minimum thicknessof powder coating 50 micron ) 108 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasketetc. complete as per the architectural drawings and the directions of engineer in charge . ( cost of aluminium snap beading shall be paid in basic item ) : with float glass panes of 5.50 mm thickness 109 providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with ss screws etc .complete as per direction of engineer in charge powder coated minimum thickness 50 micron aluminium tubular handle bar 110 providing andfixing aluminium round shape handle of outer dia 100 mm with ss screws etc. compleanodized ( ac 15 ) aluminiumte as per direction of engineer incharge 111 providing and fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm ) , with necessary accessories and screws etc. complete 112 providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to is : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide plate etc. complete as per the direction of engineer in charge. with stainless steel cover plate minimum 1.25 mmthickness 113 providing and fixing stainless steel ( ss 304 grade ) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of engineerin charge complete. 355 x 19 mm 114 providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with ss screws etc .complete as per direction of engineer in charge powder coated minimum thickness 50 micron aluminium tubular handle bar 115 providing and fixing of hpl ( high pressure laminates ) with booth side decorative look approved color and shade make marino / century / royal touch / decorative lam etc as per approved by site in charge, 116 stone & tiles work 117 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 ) 118 kota stone slabs 20 mm thick in risers of steps, skirting, dado andpillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement: 3coarse sand ) and jointed with grey cement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete, 119 providing and laying vitrified floor tiles in different sizes ( thickness to bespecified 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. 120 providing and laying ceramic glazed floor tiles of size 300x300 mm ( thickness to be specified by themanufacturer ) , of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3kg / sqm including pointing the joints with white cement and matchingpigments etc., complete 121 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 122 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 of any colour and shade : area of slab over 0.50 sqm 123 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m 30 grade made by block making machine with strong vibratory paction, of approved s;ze, design & shape, laid in required olour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer in charge 124 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 125 providing and laying tactile tile ( for vision impaired persons as per standards ) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to is:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cementmortar 1:4 ( 1 cement : 4 coarse sand ) in all shapes & patterns 126 other works 127 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs balconies, terraces etc consisting of following operations applying a slurry coat of neat cement using 2.75 kg / sqm of 128 light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections galvanising@ 120 grams per sqm including both side ) consisting of main ‘t’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick ( minimum ) sheet, spaced 1200 mm centre to centre, and cross “t” of size 24x28 mm made out of 0.33 mm ( minimum ) sheet, 1200 mm long spaced between main’t’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘t’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick ( minimum ) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls / partitions on a perimeter wall angle pre coated steel of ( 24x24x3000 mm made of 0.40 mm thick ( minimum ) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting / making opening“for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. main ‘t’ runners to be suspended from ceiling using g.i. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm g.i....
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Indraprastha Institute Of Information Technology - Delhi
34770394 tender for concertina civil works at iiitd campus structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. kg 220 2 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape(r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately...
15
Northern Railway - Delhi
34545085 bids are invited for galvanized steel barbed wire for fencing as per is 278 ( q3 ) total quantity : 2584...
16
Metal Scrap Trading Corporation Limited - Delhi
34424880 auction sale of lot no: 5 lot name: barbed wire and wire mesh...
17
Ministry Of Home Affairs - Delhi
34352015 bids are invited for galvanized steel barbed wire for fencing as per is 278 (q3) total quantity : 35...
18
Central Water Commission - Delhi
34128638 e tender for providing and fixing of wire mesh chain link fencing at telemetry room, mohna and providing and fixing of barbed wire fencing at boundary wall at site galeta including painting of cable way room and construction of approach path...
19
Public Works Department - Delhi
34123324 eor to sarvodaya kanya bal vidyalaya old seelampur delhi during 2022 23. sh up gradation of computer labs cal lab library conversion of hall into meeting room laying of paver blocks raising of boundary wall and other miscellaneous maintenance work earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) , including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 all kinds of soil. 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 4 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 5 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) : 10 graded stone aggregate 40 mm nominal size ) . 6 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level : 7 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) 8 reinforced cement concrete work in walls ( any thickness ) , including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 9 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) 10 centering and shuttering including strutting, propping etc. and removal of form for : 11 foundations, footings, bases of columns, etc. for mass concrete 12 columns, pillars, piers, abutments, posts and struts 13 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 14 thermo mechanically treated bars 15 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 16 thermo mechanically treated bars 17 brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 18 cement mortar 1:6 ( 1 cement : 6 coarse sand ) . 19 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 : 20 cement mortar 1:6 ( 1 cement : 6 coarse sand ) 21 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. 22 granite of any colour and shade 23 area of slab upto 0.50 sqm 24 providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 25 granite work 26 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 coat with approved steel primer all complete. 27 fixed to steel windows by welding 28 providing and fixing factory made upvc white colour fixed glazedwindows / ventilators comprising of upvc multi chambered frameand mullion ( where ever required ) extruded profiles dulyreinforced with 1.60 ± 0.2 mm thick galvanized mild steel sectionmade from roll forming process of required length ( shape & sizeaccording to upvc profile ) , , upvc extruded glazing beads ofappropriate dimension, epdm gasket, g.i fasteners 100 x 8 mmsize for fixing frame to finished wall, plastic packers, plastic capsand necessary stainless steel screws etc. profile of frame shallbe mitred cut and fusion welded at all corners, mullion ( ifrequired ) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filledwith weather proof silicon sealant over backer rod of requiredsize and of approved quality, all complete as per approveddrawing & direction of engineer in charge. ( single / double glasspanes and silicon sealant shall be paid separately ) .note: for upvc frame, sash and mullion extruded profiles minus5% tolerance in dimension i.e. in depth & width of profile shallbe acceptable. 29 fixed window / ventilator made of ( small series ) frame47 x 50 mm & mullion 47 x 68 mm both having wallthickness of 1.9 ± 0.2 mm and single glazing bead ofappropriate dimension. ( area upto 0.75 sqm. ) 30 providing and fixing factory made upvc white colour casement / casement cum fixed glazed door comprising of upvc multichambered frame, sash and mullion ( where ever required ) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length ( shape & size according to upvc profile ) , upvc extruded glazing beads of appropriate dimension, epdm gasket, zinc alloy ( white powder coated ) 3d hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion ( if required ) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer in charge. ( single / double glass panes and silicon sealent shall be paid separately 31 casement door with top hung ventilator with 3d and s.s. friction hinges ( 400 x 19 x 1.9 mm ) made of ( big series ) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( area of door upto 2.50 sqm ) 32 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size, with top and bottom rail of t iron 40x40x6mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 33 providing and fixing 1mm thick m.s. sheet sliding shutters, with frame and diagonal braces of 40x40x6mm angle iron, 3mm m.s. gusset plates at the junctions and corners, 25mm dia pulley, 40x40x6mm angle and t iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. 34 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 35 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 36 providing and fixing stainless steel ( grade 304 ) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer incharge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. ) . note: for upvc frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 37 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete 38 providing and fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanising @ 120 grams per sqm including both side ) consisting of main ‘t’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick ( minimum ) sheet, spaced 1200 mm centre to centre, and cross “t” of size 24x28 mm made out of 0.33 mm ( minimum ) sheet, 1200 mm long spaced between main’t’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘t’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick ( minimum ) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls / partitions on a perimeter wall angle pre coated steel of size ( 24x24x3000 mm made of 0.40 mm thick ( minimum ) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mmlong dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting / making opening“for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. main ‘t’ runners to be suspended from ceiling using g.i. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm g.i. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘t’, bottom exposed with 24 mm of all tsections shall be pre painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer in charge. note : only calcium silicate false ceiling area will be measured from wall to wall. no deduction shall be made for exposed frames / opening ( cut outs ) having area less than 0.30 sqm.the calcium silicate ceiling tile shall have nrc value of 0.50 ( minimum ) , light reflection > 85%, non combustible as per b.s. 476 part iv, 100% humidity resistance and also having thermal conductivity <0.043 w / mk. 39 12 mm cement plaster of mix : 40 1:6 ( 1 cement: 6 fine sand ) 41 15 mm cement plaster on the rough side of single or half brick wall of mix : 42 1:6 ( 1 cement: 6 fine sand ) 43 distempering with 1st quality acrylic distemper ( ready mixed ) of approved manufacturer, of required shade and colour complete, as per manufacturers specification 44 two or more coats on new work 45 finishing walls with acrylic smooth exterior paint of required shade : 46 new work ( two or more coat applied @ 1.67 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 47 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 48 two or more coats on new work 49 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. 50 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 within 50 metres lead : 51 with cement mortar 1:4 ( 1cement: 4 coarse sand ) 52 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. 53 cleaning of terrace / loft water storage tank ( inside surface area ) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of engineer in charge. ( the old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ rs. 0.10 per litre if during cleaning any gi fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account ) 54 cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150mm dia upto 300mm dia for all depth. 55 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 56 nominal concrete 1:3:6 or richer mix ( i / c equivalent design mix ) 57 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. 58 in cement mortar 59 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 60 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 61 for thickness of tiles above 25 mm and up to 40 mm 62 dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 63 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 : 64 15 mm to 40 mm nominal bore 65 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: 66 up to 150 mm diameter 67 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. 68 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial lead, for all leads including all lifts involved. 69 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) having 50 no rounds per 6 metre length, upto 3m height of wall with existing angle iron y shaped placed 2.4m or 3.00m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5mm thick ) wire of high tensile strength of 165 kg / sq.mm with tape ( 0.52 mm thick ) and weight 43.478gm / metre ( cost of m.s. angle, c.c. blocks shall be paid separately ) 70 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 ) . 71 taking out existing cc interlocking paver blocks from footpath / central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of engineer in charge. 72 laying old cement cocrete interlocking paver blocks of any design / shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineerin charge. ( old cc paver blocks shall be supplied by the department free of cost ) . 73 providing and laying factory made chamfered edge cement concrete paver blocks in foot path, park & lawns driveway 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 course 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, all complete as per manufacturers specifications & direction of engineerin charge. 74 60mm thick cement concrete paver block of m 35 grade with approved colour, design & pattern. 75 providing and fixing chlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work exposed on wall 76 20 mm nominal outer dia pipes 77 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. concealed work, including cutting chases and making good thewalls etc. 78 15 mm nominal outer dia pipes 79 providing and fixing uplasticised pvc connection pipe with brass unions : 80 45 cm length 81 15 mm nominal bore 82 providing and placing on terrace ( at all floor levels ) polyethylene water storage tank, isi : 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. 83 circular tank 84 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 85 15 mm nominal bore 86 providing and fixing square mouth s.w. gully trap class sp 1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 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: 87 100x100 mm size p type 88 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 89 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 : 90 250 mm dia. r.c.c. pipe 91 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge . ( cost of aluminium snap beading shall be paid in basic item ) : 92 with float glass panes of 8 mm thickness 93 filling the gap in between aluminium frame & adjacent rcc / brick / stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer in charge complete. 94 upto 5mm depth and 5 mm width 95 grading roof for water proofing treatment with 96 cement mortar 1:4 ( 1cement : 4 coarse sand ) 97 providing and laying app ( atactic polypropylene polymer ) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre / sqm by the same membrane manufactured of density at 25°c, 0.87 0.89 kg / litre andviscocity 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 350 / 300 n / 5 cm. 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 : 98 3 mm thick 99 granite work ( polished and machine cut ) of thickness 18 mm for wall lining ( veneer work ) backing filled with a grout of 12 mm thick average in cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing with white cement mortar 1 :2 ( 1 cement :2 marble dust ) with an admixture of pigment to match the granite shade. ( to be secured to the backing by means of cramps, which shall be paid for separetely ) . : granite of any colour and shade. ( sample and colour shall be approved by enigneer in charge ) : area of slab upto 0.50 sqm 100 providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg / sqm to window frames etc. including 20 x 5 mmm.s. flats beading welded to frame and applying a priming coat of approved steel primer etc. all complete as per direction of the engineer in charge. ( m.s. flats will be paid separately ) . 101 providing & laying broken glazed tiles, weight not less than 9kg / sqm on top of hot bitumen @ 1.70 kg / sqm ( 1.40 kg of 85 / 25 grade bitumen and 0.30 kg / sqm of 80 / 100 grade bitumen ) and joints filled with cement mortar 1:2 ( 1 cement: 2 marble dust ) mixed with water proofing compound etc. all complete as per direction of engineer in charge. 102 credit and disposal of old damaged and dismantled steel / iron / m.s / g.i and other similar articles ( the material will be the property of contractor ) note: actual weight of the material to be measured for payment. 103 credit and disposal of old damaged and dismantled pvc tank and other plastic and pvc articles ( the material will be the property of contractor ) note: actual weight of the material to be measured for payment....
20
Military Engineer Services - Delhi
34098508 repair to security fencing, barbed wire, steel gate, rcc jali, compound wall at ahrr complexin the area of age b / r ii of ge e / m rr hospital delhi cantt 10...
21
Delhi Development Authority - Delhi
33813537 maintenance of m / o completed scheme of na ii under s.z. m / o mehrauli complex phase iv. digging of holes, s / s of good earth, neem oil cake, red bajri, jamuna sand and s / o plants etc. at site. , digging of holes in ordinary soil & refilling the same with the excavated earth mixed with sludge or manure in the ratio of 2:1 by volume ( 2 parts of stacked volume of good earth after reduction by 20% and 1 part of stacked volume of sludge or manure after reduction by 8% ) flooding with water, dressing i / c removal of rubbish and surplusearth if any with all leads and lifts cost of sludge or manure and extra good earth if needed to be paid for separately. i. holes 60 cm dia x 60 cm deep , holes 45 cm dia and 45 cm deep , supply and stacking of good earth at site including royalty and carriage with all lead and lifts ( good earth measured in stacks will be reduced by 20% for payment ) . , supply & stacking of jamuna sand at site i / c royalty and carriage, loading, un loading with all lead and lifts. , supply & stacking of red bajri at site by mechanical transport i / c royalty and carriage loading unloading with all lead and lifts. , supply of neem oil cake packing in 40 kg bag at site. , supply and stacking of mimusops elengi ( maulsri ) of height 180 195 cm. well developed with stem in big size hdpe bag as per direction of the officer incharge. , supply and stacking of largerstroemia indica of height 90 105 cm. multibranched in poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of plant calliandra hybrida of height 105 120 cm., well branched, bushy in big size hdpe bag as per direction of the officer in charge. , supply and stacking of hibiscus variegated of height 60 75 cm. with healthy variegated foliage in earthen pots size 25 cm as per direction of the officer in charge. , supply and stacking of plant tecoma gaudichaudi of height 60 75 cm. with5 6 branches in p.bag of size 25 cm as per direction of the officer in charge. , supply and fixing of tuflex garden fencing hexagonal net / or equivalent of green colour having contents ( weight grams / sqm. 510 ( + / 8% ) ) in width of 60 cm. with bamboo of 90 cm. length. the bamboo should be painted with green colour paint of approved brand and manufacture ( two or more coats ) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. the net and bamboo should be binded with 2 mm. g.i. wire at three places properly as per direction of engineer in charge. , ssupply and stacking of galvanised steel barbed wire of 9.8 kg / 100 mtr as per direction of the officer in charge. , supply and placing of agro shading net 75% shade and 25 % light in green & black colour andwith 3 m x 50 mtr. with each sqmt. having weight 95 gm to 100 gm....
22
Central Public Works Department - Delhi
33779298 site clearance and barbed wire fencing on plot nos. 02 & 03 for spmcil at mata sundari marg, new delhi dg. 2022 23...
23
Delhi Jal Board - Delhi
33766180 barbed wire fencing with rcc posts to secure the area of plot allotted for dstp for fatehpur, asola and bhati village....
24
Delhi State Industrial And Infrastructure Development Corporation Limited - Delhi
33675761 development of electronic city at baprola, delhi. sh repair of boundary wall, providing and fixing of barbed wire etc....
25
Delhi Development Authority - Delhi
33641278 maintenance of m / o various scheme under n.a. ii ( east zone ) . yamuna flood plains ( western bank ) 27 ha area for ncrtc cp. digging of holes, supply of manure, neem oil cake , water pump, bush cutter , tree pruner , hedge trimmer, barbed wire fencing, provision of tree plants , reverie grasses etc....
26
Border Security Force - Delhi
33640703 bids are invited for barbed wire as per is 278 total quantity : 500...
27
Central Public Works Department - Delhi
33450017 site clearance and barbed wire fencing on plot nos. 02 & 03 for smpcil at mata sundari marg, new delhi dg. 2022 23...
28
Central Public Works Department - Delhi
33318967 construction of porta cabin with attached toilets for armed guards and barbed wire fencing on the boundary periphery in bungalow no. 6, kushak road....
29
Delhi Development Authority - Delhi
33196489 maintenance of m / o completed scheme of na ii under s.z. m / o mehrauli complex phase iii. digging of holes, s / s of good earth, neem oil cake, red bajri, jamuna sand, earthen pots and s / o plants etc. at site. , digging of holes in ordinary soil & refilling the same with the excavated earth mixed with sludge or manure in the ratio of 2:1 by volume ( 2 parts of stacked volume of good earth after reduction by 20% and 1 part of stacked volume of sludge or manure after reduction by 8% ) flooding with water, dressing i / c removal of rubbish and surplusearth if any with all leads and lifts cost of sludge or manure and extra good earth if needed to be paid for separately.i. holes 60 cm dia x 60 cm deep , holes 45 cm dia and 45 cm deep , supply and stacking of good earth at site including royalty and carriage with all lead and lifts ( good earth measured in stacks will be reduced by 20% for payment ) . , supply & stacking of jamuna sand at site i / c royalty and carriage, loading, un loading with all lead and lifts. , supply & stacking of red bajri at site by mechanical transport i / c royalty and carriage loading unloading with all lead and lifts. , supply of neem oil cake packing in 40 kg bag at site. , supply of polythene bags size 6 x 8 gauge 200 250 at site. , supplying & stacking of earthen pots ( empty ) at site. i. supply of earthen pots size 30 cm top dia, 20 cm bottom dia & 30 cm perpendicular height , supply of providing of earthen pots size 25 cm top dia, 15 cm bottom dia & 25 cm perpendicular height. , supply of providing of earthen pots size 20 cm top dia, 12 cm bottom dia & 20 cm perpendicular height. , supply of providing of earthen pots size 15 cm top dia, 8 cm bottom dia & 15 cm perpendicular height. , supply of circular cement concrete pots of specified size, castwith cement concrete of nominal mix 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size ) , reinforced with 7 nos. ( 3 nos. horizontal & 4 nos. vertical “ u “ shape ) m.s. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of officer in charge. i. top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.40 mm. ( as per dsr 2020 ) , supply of moss grass at site. , supply of moss stick ht. 3 at site. , supply of plant budded rose ( h.t. variety of different colours ) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm earthen potas per direction of the officer in charge. , supply and stacking of mimusops elengi ( maulsri ) of height 180 195 cm. well developed with stem in big size hdpe bag as per direction of the officer incharge. , supply and stacking of polyalthia pendula ( ashok pendula ) plant of height 150 165 cm. in earthen pots of size 25 cm as per direction of the officer incharge. , supply and stacking of largerstroemia indica of height 90 105 cm. multibranched in poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of plant calliandra hybrida of height 105 120 cm., well branched, bushy in big size hdpe bag as per direction of the officer in charge. , supply and stacking of hibiscus variegated of height 60 75 cm. with healthy variegated foliage in earthen pots size 25 cm as per direction of the officer in charge. , supply and stacking of plant tecoma gaudichaudi of height 60 75 cm. with5 6 branches in p.bag of size 25 cm as per direction of the officer in charge. , supply and stacking of tabernaemontana coronaria ( chandni variegated ) of height 45 60 cm. with 3 4 branches earthen pot of size 20 cm as per direction of the officer in charge. , supply and fixing of tuflex garden fencing hexagonal net / or equivalent of green colour having contents ( weight grams / sqm. 510 ( + / 8% ) ) in width of 60 cm. with bamboo of 90 cm. length. the bamboo should be painted with green colour paint of approved brand and manufacture ( two or more coats ) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. the net and bamboo should be binded with 2 mm. g.i. wire at three places properly as per direction of engineer in charge. , supply and stacking of galvanised steel barbed wire of 9.8 kg / 100 mtr as per direction of the officer in charge. , supply and placing of agro shading net 75% shade and 25 % light in green & black colour andwith 3 m x 50 mtr. with each sqmt. having weight 95 gm to 100 gm....
30
Central Public Works Department - Delhi
33192080 construction of porta cabin with attached toilets for armed guards and barbed wire fencing on the boundary periphery in bungalow no. 9 moti lal nehru marg....
31
Delhi Development Authority - Delhi
33143234 maintenance of m / o completed scheme of na ii under s.z. m / o mehrauli complex phase iv. digging of holes, s / s of good earth, neem oil cake, red bajri, jamuna sand and s / o plants etc. at site. , digging of holes in ordinary soil & refilling the same with the excavated earth mixed with sludge or manure in the ratio of 2:1 by volume ( 2 parts of stacked volume of good earth after reduction by 20% and 1 part of stacked volume of sludge or manure after reduction by 8% ) flooding with water, dressing i / c removal of rubbish and surplusearth if any with all leads and lifts cost of sludge or manure and extra good earth if needed to be paid for separately. i. holes 60 cm dia x 60 cm deep , holes 45 cm dia and 45 cm deep , supply and stacking of good earth at site including royalty and carriage with all lead and lifts ( good earth measured in stacks will be reduced by 20% for payment ) . , supply & stacking of jamuna sand at site i / c royalty and carriage, loading, un loading with all lead and lifts. , supply & stacking of red bajri at site by mechanical transport i / c royalty and carriage loading unloading with all lead and lifts. , supply of neem oil cake packing in 40 kg bag at site. , supply and stacking of mimusops elengi ( maulsri ) of height 180 195 cm. well developed with stem in big size hdpe bag as per direction of the officer incharge. , supply and stacking of largerstroemia indica of height 90 105 cm. multibranched in poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of plant calliandra hybrida of height 105 120 cm., well branched, bushy in big size hdpe bag as per direction of the officer in charge. , supply and stacking of hibiscus variegated of height 60 75 cm. with healthy variegated foliage in earthen pots size 25 cm as per direction of the officer in charge. , supply and stacking of plant tecoma gaudichaudi of height 60 75 cm. with5 6 branches in p.bag of size 25 cm as per direction of the officer in charge. , supply and fixing of tuflex garden fencing hexagonal net / or equivalent of green colour having contents ( weight grams / sqm. 510 ( + / 8% ) ) in width of 60 cm. with bamboo of 90 cm. length. the bamboo should be painted with green colour paint of approved brand and manufacture ( two or more coats ) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. the net and bamboo should be binded with 2 mm. g.i. wire at three places properly as per direction of engineer in charge. , ssupply and stacking of galvanised steel barbed wire of 9.8 kg / 100 mtr as per direction of the officer in charge. , supply and placing of agro shading net 75% shade and 25 % light in green & black colour andwith 3 m x 50 mtr. with each sqmt. having weight 95 gm to 100 gm....
32
Delhi Development Authority - Delhi
32899918 maintenance of m / o completed scheme of na ii under s.z. m / o mehrauli complex phase i, ii i / c rose garden and park at quli khan near qutub minar. digging of holes, s / s of good earth, neem oil cake, red bajri, jamuna sand, earthen pots and s / o plants etc. at site. , digging of holes in ordinary soil & refilling the same with the excavated earth mixed with sludge or manure in the ratio of 2:1 by volume ( 2 parts of stacked volume of good earth after reduction by 20% and 1 part of stacked volume of sludge or manure after reduction by 8% ) flooding with water, dressing i / c removal of rubbish and surplusearth if any with all leads and lifts cost of sludge or manure and extra good earth if needed to be paid for separately. i. holes 60 cm dia x 60 cm deep , holes 45 cm dia and 45 cm deep , supply and stacking of good earth at site including royalty and carriage with all lead and lifts ( good earth measured in stacks will be reduced by 20% for payment ) . , supply & stacking of jamuna sand at site i / c royalty and carriage, loading, un loading with all lead and lifts. , supply & stacking of red bajri at site by mechanical transport i / c royalty and carriage loading unloading with all lead and lifts. , supply of neem oil cake packing in 40 kg bag at site. , supply of polythene bags size 6 x 9 gauge 200 250 at site. , supply of different size earthern pot i. supply of earthen pots size 30 cm top dia, 20 cm bottom dia & 30 cm perpendicular height , supply of earthen pots size 25 cm top dia, 15 cm bottom dia & 25 cm perpendicular height , supply of earthen pots size 20 cm top dia, 12 cm bottom dia & 20 cm perpendicular height , supply of earthen pots size 15 cm top dia, 8 cm bottom dia & 15 cm perpendicular height , supply of circular cement concrete pots of specified size, castwith cement concrete of nominal mix 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size ) , reinforced with 7 nos. ( 3 nos. horizontal & 4 nos. vertical “ u “ shape ) m.s. wires of 3.5 mm dia as per design , including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of officer in charge.i. top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.40 mm. ( as per dsr 2020 ) , supply of insecticide and pesticides chloropyriphose emulsifable concentrate 20% as per specification ( packing in one ltr. ) at site. , supply of moss grass at site. , supply of moss stick ht. 3 at site. , supply of bone meal in packing in 40 kg bag at site. , supply of rose mixture in packing in bag at site. , supply rose plants at site.supply of plant budded rose ( h.t. variety of different colours ) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm earthen potas per direction of the officer in charge. , supply and stacking of creeper rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with one and above flowers in 25 cm earthen pot, as per direction of the officer in charge. , supply of bush rose different colour 2 to 3 healthy branch 30 cm and above ht. well developed with one and above flowers in 25 cm earthen pot, as per direction of the officer in charge. , supply and stacking of bottle palm of ht. 150 180 cm bottom girth 20 25 cm well developed in big poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of polyalthia pendula ( ashok pendula ) plant of height 150 165 cm. in earthen pots of size 25 cm as per direction of the officer incharge. , supply and stacking of plant tecoma gaudichaudi of height 60 75 cm. with5 6 branches in p.bag of size 25 cm as per direction of the officer in charge. , supply and stacking of plant calliandra hybrida of height 105 120 cm., well branched, bushy in big size hdpe bag as per direction of the officer in charge. , supply and stacking of hibiscus variegated of height 60 75 cm. with healthy variegated foliage in earthen pots size 25 cm as per direction of the officer in charge. , supply and stacking of largerstroemia indica of height 90 105 cm. multibranched in poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of tabernaemontana coronaria ( chandni variegated ) of height 45 60 cm. with 3 4 branches earthen pot of size 20 cm as per direction of the officer in charge. , supply and fixing of tuflex garden fencing hexagonal net / or equivalent of green colour having contents ( weight grams / sqm. 510 ( + / 8% ) ) in width of 60 cm. with bamboo of 90 cm. length. the bamboo should be painted with green colour paint of approved brand and manufacture ( two or more coats ) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. the net and bamboo should be binded with 2 mm. g.i. wire at three places properly as per direction of engineer in charge. , supply and stacking of galvanised steel barbed wire of 9.8 kg / 100 mtr as per direction of the officer in charge. , supply of r.h. pipe 25mm double braided isi mark on every meter as per isi 444. 1987 type 2 having working pressure of 10 / kg cm2 at site. , supply of petrol driven telescopic tree pruner / pole saw of stihl germany make model no. ht75 engine displacement of 25.4cc with rated output of 0.95 kw / 1.3hp, weight 6.9 kg fuel tank capacity 0.67 ltr, length 106, extended length 154, engine start. , supply and placing of agro shading net 75% shade and 25 % light in green & black colour andwith 3 m x 50 mtr. with each sqmt. having weight 95 gm to 100 gm....
33
Department Of Food And Public Distribution - Delhi
32811232 bids are invited for supply of 2 mp or higher bullet camera , supply of 2 mp or higher ptz camera , nvr 16 port for cctv camera , supply of 4 kva online ups with inbuilt battery , supply of 4 u network rack with power strip and related accessories , supply of 3c x 1.5 sq mm copper power cable isi mark , supply of 32 inch led monitor of resolution 1920 x 1080 make , supply of 25mm pvc heavy pipe , supply of l shape angles iron bracket of 40x40x6 mm of required length , supply of 8 port poe switch , supply of cat 6 cable , cat 6 patch cord 3m , io box module , supply of surveillance 6tb hard disk drive , supply of wireless access point wifiap , supply of approx 20 feet pole , supply of gi pipe ,barbed wire fencing , installation and commissioningcharges of total cctv system for 2 terminals ,comprehensive amc charges of cctv system for 1 year for2 terminals , note1 the qty mentioned is approx for 2terminals , note2 the qty mentioned is approx for 2terminals total quantity : 26...
34
Central Public Works Department - Delhi
32801465 providing barbed wire fencing with required welded angle iron posts and concertina coil in between gate no. 1 to rrrc trg area gate at 1 isc coy, military wireless, ridge road, new delhi ( rescind work ) ....
35
Border Security Force - Delhi
32675347 bids are invited for barbed wire as per is 278 (q3) total quantity : 500...
36
Delhi Jal Board - Delhi
32645215 providing and fixing barbed wire fencing and rcc post at proposed site for construction of dstp at village mohammadpur majri, ghewra , garhi rindhala, jaunti and other locations in mundka assembly constituency...
37
Delhi Development Authority - Delhi
32629966 maintenance of m / o scheme under n / ac. ii, rohini. m / o park, plantation and nursery site no. 4, sector 11, rohini the provision of s / s good earth, jamuna sand, red bajari, s / o plants, barbed wires, safeda bali, etc....
38
Delhi Development Authority - Delhi
32623727 maintenance of scheme under n/ac. ii, rohini. m/o park, plantation and nursery site no. 4, sector 11, rohini sh: the provision of s/s good earth, jamuna sand, red bajari, s/o plants, barbed wires, safeda bali, etc....
39
Department Of Forests And Wildlife - Delhi
32510839 development work at chhatterpur forest ridge land under south forest division 1 boundary wall 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 7.2.1 cement mortar 1:6 (1 cement : 6 coarse sand) 3 random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 cement mortar 1:6 (1 cement : 6 coarse sand) (excavation of foundation cost included). 4 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape(r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately) 5 check dam 6 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 of ordinary rock. 7 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. 8 supply and fixing of stone aggregate ( single size) more than 20mm nominal size into mechanically woven double twisted hexagonal shaped wire mesh like gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12 (d=100 mm with tolerance of ± 2%) zinc coated, mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of engineer in charge 9 supply and fixing of engineered welded wire fabric mesh of 3 mm dia g.i. wire mesh, with 50 mm pitch in both the directions, kept at 120 135 mm gap and interconnected by the zig zag g.i. wire of 3 mm dia at alternate row by welding. 10 sewage and drainage system 11 earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing, spreading or stacking of spoils within a lead of 632 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of the engineer in charge in all kind of soil (including hard and soft soil). 12 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 13 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level of 100 mmthickness of pcc (1:4:8 (1 cement : 4 coarse sand (zone iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ) 14 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level of 1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. 16 road work 17 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 180.50(peripheral road (8 to 10 feet inside the boundary wall)) 18 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 180.50(road way from gate 1 to periphetal road) 19 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 180.50 (inside road 2) 20 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 180.50 (inside road 3) 21 laying, spreading and compacting stone aggregate with moorum of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8 10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 22 felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and isposal of unserviceable material. beyond 30 cm girth upto and including 60 cm girth. 23 earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer in charge for all kinds of soil. 24 forest gaurd and security room 25 excavation for foundation in earth, soils of all types, sandand gravel and soft murum, including removing the excavated material upto a distance of 50 m beyond the building area and stacking and spreading as directed, de watering, preparing the bed for foundation and necessary back filling, ramming, watering including shoring and strutting etc., complete. 26 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth leve 1:3:6 (1 cement : 3 coarse sand (zone iii) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 27 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (footing) 28 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (pedestal) 29 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(column) 30 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(beam) 31 slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(slab) 32 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 : cement mortar 1:4 (1 cement : 4 coarse sand)(masonry work) 33 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). and pointing on brick work or brick flooring with cement mortar (1 cement : 3 fine sand):13.31.1 flush / ruled/ struck or weathered pointing 34 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge( interior plaster) 35 finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications :two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 36 precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurrymixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :medium shade pigment using 50% white cement and 50% ordinary cement. 37 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or .dash fastener shall be paid for separately).kiln seasoned and chemically treated hollock wood. 38 providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws. second class teak wood 35 mm thick 39 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). 40 electric work for 6 room including material and manpower 41 public toilets 42 excavation for foundation in earth, soils of all types, sandand gravel and soft murum, includingremoving the excavated material upto a distance of 50 m beyond the building area and stacking and spreading as directed, de watering, preparing the bed for foundation and necessary back filling, ramming, watering including shoring and strutting etc., complete. 43 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth leve 1:3:6 (1 cement : 3 coarse sand (zone iii) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 44 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (footing) 45 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (pedestal) 46 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(column) 47 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(beam) 48 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(slab) 49 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 : cement mortar 1:4 (1 cement : 4 coarse sand)(masonry work) 50 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). and pointing on brick work or brick flooring with cement mortar (1 cement : 3 fine sand):13.31.1 flush / ruled/ struck or weathered pointing 51 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge( interior plaster) 52 finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications :two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 53 precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurrymixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (cement:4 coarse sand) :medium shade pigment using 50% white cement and 50% ordinary cement 54 providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or .dash fastener shall be paid for separately).kiln seasoned and chemically treated hollock wood 55 providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws. second class teak wood 35 mm thick 56 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). 57 electric work for 3 room including material and manpower 58 finishing work of tile and including all sanitary appliances with material and manpower of three toilets room and also septic tank and its construction also included. ...
40
Central Public Works Department - Delhi
32500470 providing security precaution for high court judges under 4/i sub division of i division during 2022 23 sh providing and fixing portable guard room frisking shed barbed wire fencing concertina coil etc....
41
Delhi Transport Infrastructure Development Corporation Limited - Delhi
32444374 provision of barbed wire fencing of transport department site at village dhansa, najafgarh...
42
Central Public Works Department - Delhi
32348930 replacement of rusted security barbed wire and provision of tiling at terace and front corridor in the cec building, repair work under anteena area in cec building and construction of base for 3 nos. of dipole anteena in cst building at rrc ghitorni, new delhi during 2022 23 ( sh: civil work ) ....
43
Delhi Development Authority - Delhi
32221095 maintenance of completed scheme under nazul a/c ii (sz).sh raising and repairing of path, boundary wall, existing pipeline, office, barbed wire fencing and other misc. works at m/o aff. m.p. green area at kalkaji (dhobighat)...
44
Central Public Works Department - Delhi
32140833 raising of boundary wall i c barbed wire fencing with concertina coil a kab i & ii at pusa new delhi...
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Department Of Food And Public Distribution - Delhi
31800794 bids are invited for supply of 2 mp or higher bullet camera , supply of 2 mp or higher ptz camera , nvr 16 port for cctv camera , supply of 4 kva online ups with inbuilt battery , supply of 4 u network rack with power strip and related accessories , supply of 3c x 1.5 sq mm copper power cable isi mark , supply of 32 inch led monitor of resolution 1920 x 1080 make , supply of 25mm pvc heavy pipe , supply of l shape angles iron bracket of 40x40x6 mm of required length , supply of 8 port poe switch , supply of cat 6 cable , cat 6 patch cord 3m , io box module , supply of surveillance 6tb hard disk drive , supply of wireless access point wifiap , supply of approx 20 feet pole , supply of gi pipe ,barbed wire fencing , installation and commissioningcharges of total cctv system for 4 terminals ,comprehensive amc charges of cctv system for 1 year for4 terminals , note1 the qty mentioned is approx forall 4 terminals , note2 the qty mentioned is approxfor all 4 terminals total quantity : 26...
46
Central Public Works Department - Delhi
31308268 providing barbed wire fencing with required welded angle iron posts and concertina coil in between gate no. 1 to rrrc trg area gate at 1 isc coy, military wireless, ridge road, new delhi...
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Municipal Corporation - Delhi
31206781 providing and fixing of barbed wire fencing in land adjoining slf okhla and waste to energy plant at tehkhand. as per nit...
48
Indian Army - Delhi
31178107 bids are invited for marking paint , marking letters , marking stops , kerb stone , poly carbobate sheet , barbed wire , chain link fence , post holes , pcc_foundation , returning filling , removing excavated soils , mild steel framed works , mild steel screw bolts , pvc wall pannel , cocertina razer tape , welding inrepairs , weather proof emulsion , cement based paint , oilbound distemper , oil bound distemper_2 , synthetic enamelpaint , synthetic enamel paint_0ne coatboq title boq 01 total quantity : 3728...
49
Central Public Works Department - Delhi
31175731 providing barbed wire fencing with required welded angle iron posts and concertina coil in between gate no. 1 to rrrc trg area gate at 1 isc coy, military wireless, ridge road, new delhi....
50
Public Works Department - Delhi
31055934 annual repair maintenance of a / r and m / o various road under swr i during 2021 22 ( sh providing and fixing barbed wire fencing t 1 red light to palam flyover and misc. works on dwarka approach road under sub division i ) a / r and m / o various road under swr i during 2021 22 ( sh providing and fixing barbed wire fencing t 1 red light to palam flyover and misc. works on dwarka approach road under sub division i ) ...