Delhi University - Delhi

40765601 tender for repair / renovation work and rectification seepage at b 17 reids line colony, university of delhi.; 1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 2 all work up to plinth level 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 3 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) 4 mirror polishing on marble work / granite work / stone work where ever required to give high gloss finish complete 5 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 6 providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of engineer in charge. ( note: butt hinges and necessary screws shall be paid separately ) second class teak wood 30 mm thick shutters 7 providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured ) . panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : second class teak wood 8 providing and fixing aluminium sliding door bolts, isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) , transparent or dyed to required colour or shade, with nuts and screws etc. complete 250x16 mm 9 providing and fixing aluminium handles, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm 10 providing and fixing aluminium hanging floor door stopper, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete twin rubber stopper 11 providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. triple strip vertical type 12 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 13 providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15x3 mm and nuts & bolts complete stainless steel ( grade 304 ) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 14 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 ) :25 mm thick 15 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge ) , including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design :in 75x75 mm deep chase 16 15 mm cement plaster 1:3 ( 1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. 17 distempering with 1st quality acrylic distemper of approved manufacture of required shade, two or more coats i / c removing dry or oil bound distemper water proofing cement paint and the like by scrapping sand papering, p / a white cement based putty over the wall surface and applying primer with water thinnable cement primer on wall surface etc complete in all respect to get a smooth and even finish as directed by the engineer in charge. 18 applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : water thinnable cement primer 19 wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :two or more coats on new work 20 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 21 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 22 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 23 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 ) 24 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm ( weight not less than 10kg / sqm ) 25 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge nominal concrete 1:4:8 or leaner mix ( i / c equivalent design mix ) 26 dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area 3 sq. metres and below 27 dismantling of flushing cistern of all types ( c.i. / pvc / vitrious china ) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 28 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 29 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 30 fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m ( minimum ) , between the two posts fitted and fixed with g.i. staples, turn buckles etc. complete. ( cost of posts, struts, earth work and concrete work to be paid for separately ) . payment to be made per metre cost of total length of barbed wire used.with g.i. barbed wire 31 providing and fixing p.v.c. low level flushing cistern with manually controlled device ( handle lever ) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity white 32 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 33 providing and fixing soil, waste and vent pipes : 100 mm diasand cast iron s&s pipe as per is: 1729 34 providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 100 mm outlet sand cast iron s&s as per is: 3989 35 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc. internal work exposed on wall 15 mm dia nominal bore 36 providing and fixing g.i. union in existing g.i. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :15 mm nominal bore 37 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 15 mm nominal bore 38 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:893115mm nominal bore 39 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 30cm length 40 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. semi rigid pipe1 32 mm dia 41 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:100x100 mm size p type with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 42 taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the engineer in charge 43 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old wor 44 fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) , painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of engineer in charge 45 door chowkhats 46 window chowkhats 47 p / f cupboard 19 mm thick commercial board, cupboard shutter with second class teak wood frame, necessary board shelves, sunmica on front face, shutter, painted from inside with necessary brass handles / knob, hinges, magnet catcher etc i / c painting and polishing all complete. ( measure will be made of front portion only ) measurement will be made outer to outer edge of frame of the shutter. 48 painting with aluminium paint of approved brand and manufacture to give an even shade .two or more coats on new work...

Delhi Jal Board - Delhi

40375255 providing and fixing barbed wire fencing around the land taken over for decentralized sewage treatment plant (dstp) at village nayabans and khera khurd village in narela ac 01. nit 12 nit no. 12 (2023 24)/ee(c)dr iii...

Delhi Development Authority - Delhi

40316947 m/o various bio diversity park under south zone. sh providing and fixing barbed wire fencing, repair of boundary wall and other miscellaneous works at aravali bio diversity park....

School Of Planning And Architecture - Delhi

40172046 raising the height of the iron fencing on the existing boundary wall in t residential complex and putting barbed wire on it at maharani bagh complex spa new delhi...

Public Works Department - Delhi

40049883 erection of repair to ggsss no. 2 molarband, badarpur (school id 1925053) new delhi during 2023 24 (sh extension of height of boundary wall with iron grill and barbed wire, window panes, white wash of building and other miscellaneous works)...

Public Works Department - Delhi

40010594 erection of repair to gbsss, amalwas, jwalapuri(school id 1617015), delhi. (sh construction of boundary wall upto 10 feet height along with grills and barbed wire fence (concertina coil), construction of shed on main gate, stage and cycle stand. laying of coloured...

Delhi Jal Board - Delhi

39979706 providing and fixing barbed wire fencing around the land taken over for construction of decentralized sewage treatment plant (dstps) and sewage pumping station (spss) at village tajpur, sungerpur and palla in narela ac 01. nit 5 nit no. 05 (2023 24) /cdr xii...

Municipal Corporation Of Delhi - Delhi

39932818 tender for civil work repairing of maternity home welcome, seelampur by pdg rcc item in ward no c 39e / 224 shahdara north zone ., dsr 2018 and approved items ; 1 repairing of maternity home welcome seelampur by pdg rcc item in ward no c 39e / 224 shahdara north zone 2 15.2.1: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 ) 3 15.56: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 2.6.1: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.all kinds of soil 5 13.8.1:15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand ) 6 6.1.2:brick work with common burnt clay f.p.s ( non modular ) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 ( 1 cement : 6 coarse sand ) 7 6.4.2: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 1:6 ( 1 cement : 6 coarse sand ) 8 13.72:washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) , furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15 mm cement plaster 1:1 / 2:2 ( 1 cement : 1 / 2 coarse sand : 2 stone chipping 10 mm nominal size ) , in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of engineer in charge ( payment for providing grooves shall be made separately ) . 9 10.25.2: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 10 13.39.2:colour washing such as green, blue or buff to give an even shade:new work ( two or more coats ) with a base coat of whiting 11 13.62.1:painting with synthetic enamel paint of approved brand and manufacture of required colour to givean even shade:two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture . 12 16.64:providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of engineer in charge. 13 4.1.3:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) 14 4.1.10:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level:1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 15 12.15.1:painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :with residual type petroleum bitumen of grade vg 10 16 12.19.1:providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat:with common burnt clay f.p.s. ( non modular ) brick tiles class designation 10 17 12.22:making khurras 45x45 with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of near cement, rounding the edges, making and finishing the outlet complete. 18 8.31: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 engineerin 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. 19 11.37:providing and laying ceramic glazed floor tiles of size 300x300 mm ( thickness to be specified by the manufacturer ) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , jointing with grey cement slurry @ 3.3 kg / sqm including pointing the joints with white cement and matching pigment etc., complete. 20 10.5.1:providing and fixing 1 mm 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.using m.s. angels 40x40x6 mm for diagonal braces 21 18.48: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. 22 9.21.1:providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including isi marked stainless steel butt hinges with necessary screws 23 12.41.2: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 24 12.42.1.2:providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansioncoupler110 mm 25 12.42.5.2:providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansionbend 87.50< / sup>110 mm bend 26 13.41.1: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 27 16.53: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 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 angel iron, all complete as per direction of engineer in charge, with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5 mm 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 ) 28 21.12.1:providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with s.s. screws etc. complete as per direction of engineer in charge.anodized ( ac 15 ) aluminium tubular handle bar 29 21.17:providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to is : 1868 with minimum anodic coating of grade ac 15 ) of approved design / pattern, with approved standard section and fixed to the existing window frame with c.p brass / stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge. ( only weight of grill to be measured for payment ) . 30 12.47.2:providing & fixing uv stabilised fibre glass reinforced plastic sheet rooting up to any pitch, including fixing with polymer coated j or l hooks, bolts & nuts 8 mm dia g.i plain / bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovings incorporating minimum 0.3% ultra violet stabiliser in resin system under approxirnately 2400 psi and hot cured.they shall be of uniform pigmentation and thickness without air pockets and shall conform to is 10192 and is 12866. the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick flat 31 4.11:providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources ) . 32 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo mechanically treated bars of grade fe 500d or more 33 4.2.2: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:1:1½:3 ( 1 cement : 1½ coarse sand ( zone iii ) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ) 34 4.3.3:centering and shuttering including strutting, propping etc. and removal of form work for:columns, piers, abutments, pillars, posts and struts 35 1.1.11_09:disposal of materials by mechanical transportincluding loading , unloading and stacking :lead for9 km :steel...

Indian Army - Delhi

39833211 tender for repairs to footpath, chainlink fencing gate and barbed wire fencing at jaffarpore, kanchrapara and los dumdum under ge ( af ) barrackpore.; 1 demolition of cement concrete ( unreinforced ) in ground floors and paving n.exc. 15cm thick ( below or above ground level ) and removal of rubbish from the site complete all as specified and as directed. 2 demolition of cement concrete ( reinforced ) of any description and in any position not otherwise specifically provided including reinforcement cut as required to facilitate demolition and removing debries from site of work complete all as directed. 3 demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, arches, pillars etc.including removing of unserviciable material from site complete all as specified and directed. 4 demolition of stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and directed. 5 taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for key, scrubbingdown with water etc. and removing debrish from site complete all as specified and directed. 6 dismantling of fencing wire mesh of barbed wire / chain link or any type including removing of debris from site complete all as specified and directed. 7 dismantling posts or struts embedded in concrete, brick work masonry etc. ( wood, steel or r.c.c. ) any section, including taking out embedded portion and making good disturbed ground including removing of debris from site complete all as specified and directed. 8 excavation in post holes ( or similar holes ) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance n.exc 50m and making good disturbed surface in soft / loose soil complete all as specified and directed. 9 material and labour for pcc ( 1:2:4 ) , type b1, ( using 20mm graded stone aggregate ) , as in coping, bed plate, kerbs, water troughs and like including weathering, slightly rounded or chamfered angles and throating, including necessaryformwork complete all as specified and as directed 10 material and labour for pcc ( 1:3:6 ) type c2 ( using 40 mm graded stone aggregate ) as in foundation, filling and mass concrete complete all as specified and directed. 11 material and labour for pcc ( 1:3:6 ) type c2 ( using 40 mm graded stone aggregate ) as in surface channelsor culvert or drains complete all as specified and directed. 12 material and labour for pre cast rcc ( 1:2:4 ) type b1 ( using 20 mm graded stone aggregate ) in landings, cover slab, chulla hoods, chajjas, water troughs, shelves and similar articles of any thickness and size and set incement mortar ( 1:4 ) including necessay formwork complete all as specified and directed. 13 material and labour for brick work with sub class `b` bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar ( 1:6 ) complete all as specified and directed. 14 materials and labour for half brick thick brick work with sub class `b` bricks, old size, straight or curved on plan to any radius built in cement mortar ( 1:4 ) complete all as specified and directed. 15 supply and fix mild steel works as in hand rails, half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets ( for securing wire mesh etc. ) including all necessary drilling, bolting or riveting, etc., and similar work conforming to fe 290 gde e 165 including dismantling of wrought iron or mild steel work of any description complete all as specified and directed. 16 material and labour for mild steel tmt bar 10 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed. 17 supply and fix mild steel screw bolts diameter of neck 5 to 10mm ( machine made ) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed. 18 material and labour for mild steel round bars 10 mm dia in fencing conforming to fe 410 w ( gde e 250 ) quality a complete all as specified and directed. 19 material and labour for 100mm thick pcc ( 1:2:4 ) type b1 ( using 20mm graded stone aggregate ) as in floor and pavings etc and finished the surface even and smooth without using extra cement complete all as specified and directed. 20 material and labour for 75mm thick pcc ( 1:3:6 ) type c 2 ( using 40mmgraded stone aggregate ) as in sub base of floors, pavings etc complete all as specified and directed. 21 material and labour for joint free anti skid ( good grip series ) outdoor pavement coloured tiles of size 300 x 300 x 10mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 15mm thick screed bed in cement mortar ( 1:6 ) complete all as specified and directed. 22 material and labour for 80mm thick and m 40 grade machine pressed precast cement concrete interlocking paver blocks of any shape and size confirming to is 15658 2006 laid over and including 25mm thick sand filling complete all as specified and as directed. 23 material and labourfor 15mm thick rendering in cement mortar ( 1:4 ) on fair faces of brick work or concrete surfaces and finish the surfaceseven and smooth without using extra cement as in wall complete all as specified and directed. 24 material and labour for preparation of new plastered surfaces of walls and applying two coats of 100% premium acrylic emulsion paint having voc less than 50 gm / litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade ( company depot tinted ) with silicon additives @ 1.43 litre / 10 sqm over and including priming one coat of exterior primer applied @ 0.90 litre / 10 sqmcomplete all as specified and directed. 25 materials and labour for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and as directed. 26 supply only 3.15mm dia chain link ms galvanisd fencing of size 100 x 100mm complete all as specified and directed. note: weight of chain link fence shall be ascertained through boo. 27 fixing only chain link fencing including line wire, any mesh, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wires complete all as specified and directed. 28 supply and fix galvanised 2 strand, steel barbed wire 2.24mm dia. barbed with 2mm dia. barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified anddirected.note: each line wire to be measured. 29 supply only 4mm dia galvanised mild steel plain wire complete all as specified and directed. 30 material and labour for preparation of new steel surfaces of any description n.exc 10 cm width or girthand applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. 31 material and labour for preparation of new steel surfaces of any description over 10 cm width or girthand applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. 32 supply, fabrication and fix retro reflective sign board made out of 2mm thick stainless steel and providing approved colour sticker on front side of stainless sheet and lettering made with retro reflective sheet ( encpsulated lens type ) complete all as specified and directed.note: frame work, pcc, excavation for fixing of sign board shall be measured and paid seperately under respective items here in before....

Indian Army - Delhi

39597176 bids are invited for 5084 mta cutting blade 14 inch dia , cutting blade 4 inch dia , fan balt b78 , fan balt , fan balt avx , granding blade , hacksaw blade double , hand gloves rubber , nylon rope , two strand of barbed wire , disitiled water machine , jeerican , cp towel rail 20mm dia 600mm long , pvc flushing tank , ppr female threaded elbow 20mm brass , ppr female threaded elbow 25mm brass , ppr female threaded elbow 32mm brass , ppr female threaded socket 20mm , ppr female threaded socket 25mm , ppr female threaded socket 32mm , ppr reducer , pvc connection , pvc waste pipe , wash hand basin steel , pvc waste pipe 450mm dia , ppr gate valve , ppr elbow , vitreous china wash hand basin total quantity : 1372...

Delhi Development Authority - Delhi

39051779 maintenance of various parks under sub division v of hd ii. 1. maintenance of park atparmeshwari wala bagh behind hans cinema gtk road azadpur.2.maintenance of park & old orchrad at parmeshwari wala bagh.3. maintenance of 5.36 acre green area ayodhya textile mill near m2k victoria garden. 4. maintenance of green areasurrendered by birla textile at shakti nagar. 5. maintenance of park at majnu ka tila near signature bridge.6. maintenance of park at yamuna river ph ii.7.maintenance of park at slf at gopalpur.sh: s / s of good earth, , jamuna sand, red bajri, , neem coated urea, tuflex, barbed wire etc. at site....

Delhi Development Authority - Delhi

39011235 maintenance of completed scheme n / a ii under swz.1. maintenance of zonal green area adjoining industrial area naraina ph. ii ( satya park ) 2. maintenance of aff. mp green area laying between naraina to inder puri. 3. maintenance of maintenance of distt. park at kirti nagar ( dr. hedgewar park ) 4. maintenance of open spaceguru teg bahadur at sarsvati garden. 5. maintenance of boc land at kirti nagar. 6. maintenance of nhp residential colony at naraina vihar. 7. maintenance of park & waterbody at dushghara, todapur. 8. maintenance of park and woodland s / r r block rajinder nagar.sh: s / s of good earth, jamuna sand, red bajri s / o barbed wire & hexagonal net etc. at site....

Public Works Department - Delhi

38962632 annual repair and maintenance of to non residential building under sub division iv, swb&dcmd, b 6, ncc building, safdarjung enclave, new delhi during 2023 24. ( sh: repair of boundary wall at adjoining area of sr ix office and repairs of fencing of the office complex and barbed wires in the o / o dm ( sw ) , old terminal tax building, kapashera, new delhi on urgent security need ) ....

Military Engineer Services - Delhi

38896960 provision of 33 kv receiving stn at af station palam, new delhi. 1 supply laying jointingtesting and commissioning of 33 kv ( e ) grade of size 185 sqmm 3 core ( heavy duty ) with stranded compacted circular aluminum conductor, conductor screened with extruded semi conducting compound, xlpe insulated, insulationscreened with extruded semi conducting compound in combination with copper tape, cores laid up, inner sheath of thermoplastic tape, pvc bedded, galvanized steel striparmoured and over allfrls pvc sheated conforming tois 7098, part ii with latest amendmentslaid in cable ducts / trays / trenches / encased in gi pipes / rcc / dwc hdpe pipes complete all as specified and directed. 2 note for item no 1 ( i ) each cable drum not less than 500 mtr length ( ii ) the contractor will be responsible for taking permission from appropriate authority i.e. nhai / igl / cantt board or other units , if needed for the above said cable work necessary payments for work clearence / deposit chargesfor appropriate authorityto be incuded in the rate quoted above ( iii ) manual excavation has be carried out at the places of services such as of near existing ht / lt cables, ofc / telecom cables , water / gas pipe / sewage pipe lines, area drinages and contractor shall be responsible for rectification of damages immediately on priority to the damages of servicesoccured during exection of the cable / earth work. 3 supply, jointing and testing of end termination joint outdoor type heatshrinkble type complete with jointing material and accessories suitable for 33 kv ( e ) xlpe armoured aluminium conductor cable of size 185 sqmm 3 core complete all as specified and directed. 4 supply, jointing and testing of end termination joint indoor type for 33 kv gis panel touch proof type complete with jointing material and accessories suitable for 33 kv ( e ) xlpe armoured aluminium conductor cable of size 185 sqmm 3 core complete all as specified and directed. 5 supply, jointing and testing of straight through joint outdoor type heatshrinkble type complete with jointing material and accessories suitable for 33 kv ( e ) xlpe armoured aluminium conductor cable of size 185 sqmm 3 core complete all as specified and directed. 6 supplying, installing, testing and commissioning of 33kv, 630a, 25ka / 3 sec, iac, aflr, gas insulated type vcb panel making arrangement ip 4x indoor suitable, floor mounted, complying to iec 62271 200 for design, manufacturing and type tested, including internal arc for operator safety ( iac 26.3ka / 1 sec ) , having 02 x incomming +01 bus coupler+with 01 bus raiser+02 out goingall inside gas insulated ip65 ( partition class : partition of metal ) ss 304 grade ss tank ( 2.5 mm thickness ) , flush front mechanism having lockable access door with mounted bay protection and control scheme, including leds, mimic etc. as prescribed below , also scada complying to iec 61850 : 7 ( i ) rated voltage / maximum operating voltage 36 kv, ( ii ) rated power frquency withstand voltage 70 kv, ( iii ) rated lighting impulse withstand voltage 170 kv, ( iv ) rated frequency 50 hz, ( v ) rated short circuit making current 80 ka, ( vi ) rated short time withstand current 31.5 ka, ( vii ) rated duration of short circuit 3 sec, ( viii ) rated opening time = 45 m sec, ( ix ) rated break time = 60 m sec, ( x ) rated auxiliary voltage 110 v dc. ( xi ) gis vaccum interruter main numerical relays & meters must be same make for better life cycle optimization. ( xii ) each vcb shall 02 nos tripping coil. 8 ( a ) 02 x incomer 33 kv gis panel, each comprising of : 9 ( i ) 33 kv, 630 amp, 25ka / 3 sec, draw out vacuum circuit breaker as per iec 62271 100 with roll on floor type vacuum circuit breaker having 03 nos. vacuum bottles of same make as of circuit breaker and panel, motorized spring charging mechanism ( 230vac ) with integral spring charging handle for manual charging, associated push buttons, anti pumping feature, and associated shunt trip / close coils ( 110v dc ) . 10 ( ii ) current transformers 33 kv 100 / 1 1 amp, core1: class 0.5, 10va, core2: class ps x set of 03nos per breaker 11 ( iii ) potential transformers, draw out type for easy maintenance, 33kv / rt3:110v / rt3, 50va, cl.0.5 with associated gun type hrc fuses and mcbs for ht / lt isolation set of 03 nos. 12 ( a ) transient / intermittent earth fault protection ( b ) phase discontinuity protection ( c ) aux. protections incl. trip circuit supervision, circuit breaker failure protection, master trip etc. ( iv ) main, numerical, drawout protection relay ( line differential ) with large lcd displaying mimic bay for on / off control and monitoring of feeder parameters listed below and built in disturbance recorder cycle. the relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. breaker on, off, spring.charged, disconnector on, off, earth, line current / line voltage, trip circuit healthy, gas pressure low in breaker chamber, gas pressure low in busbar chamber, ac supply fail, local remote switchthe relay shall have built in back lit lcd screen to show single line diagram and other relevant parameters. 13 the relay shall be communicable on iec 61850 goose platform over double / redundant rj 45 / usb / fo port, having required protection functions including ( a ) line differential with high set and low set ( stabilized ) with second harmonic restraint to bypass transformer inrush. the scheme will be implemented using single mode fibre optic protection communication link between local and remote relay. suitable blocking arrangement shall be available to prevent nuisance tripping due to loss of connection, ( b ) over current and earth fault protection with minimum pickup at low set of 5% and 1% respectively, ( c ) transient / intermittent earth fault protection, ( d ) phase discontinuity protection, ( e ) synchro check between incomer 01 and incomer 02 14 ( v ) flush mounted aux. protection relays incl. ( a ) trip circuit supervision relay, ( b ) master trip relay, ( c ) sf6 gas pressure low, ( d ) tcn ( e ) dcf ( f ) self supervision ( g ) sf 6 gas pressure low. ( vi ) metering equipment incl. 01 x digital voltmeter ( acc.cl.0.5 ) , 01 x digital ammeter ( acc.cl.0.5 ) , 01 x tri vector meter ( acc.cl.0.5 ) . 01no. multi function meter ( acc.cl.0.5 ) shall be provided with lcd display for measuring current, voltage, power, power factor and energy parameters, total harmonic distortion and max. demand indication, same shall be communicable on modbus via rs485 port ( vii ) led indications breaker on / off / trip / spring charged, r y b, disconnector on / off / earth, dc available, ac supply fail 15 ( viii ) 16 window annunciator with hooter to indicate following alarms : ( a ) sf6 gas pressure low ( busbar compartment ) , ( b ) sf6 gas pressure low ( breaker compartment ) , ( c ) dc fail, ( d ) master trip, ( e ) trip circuit failure, ( f ) inter tripping fault, ( g ) vacuum failure ( current flowing even after cb open ) , ( h ) ef & oc. the annunciator will be complete with required acknowledge / test buttons as required ( ix ) control equipment incl. 01 x tnc switch for cb on / off, 01 x local remote selector switch, push button for disconnector on / off, mcbs for ac / dc isolation as required 16 ( x ) other accessories incl. space heater with thermostat for lv panel and cable chamber, 3 pin socket with switch, cfl lamp. ( xi ) suitable terminal arrangement along with light interface unit, patch cord and associated port for spliced connection with external armoured fibre optic cable shall be provided for achieving pilot wire ( ofc ) connection ( line differential ) . 17 ( b ) 01 x bus coupler 33 kv gis panel ( i ) 33 kv, 630 amp, 25 ka / 3 sec, draw out vacuum circuit breaker as per iec 62271 100with roll on floor type vacuum circuit breaker having 03nos. vacuum bottles of same make as of circuit breaker and panel, motorized spring charging mechanism ( 230vac ) with integral spring charging handle for manual charging, associated push buttons, anti pumping feature, and associated shunt trip / close coils ( 110v dc ) . ( ii ) current transformers 33 kv 100 / 1 1 amp, core1: class 0.5, 10va, core2: class ps x set of 03 nos per breaker ( iii ) main protection relay shall be a numerical drawout ied relay ( should be gis manufacturers own make ) communicable on iec 61850 goose platform over double / redundant rj 45 / usb / fo port and hsr complaint with programmable min 14 digital input, min 10 digital outputs, 11 front led , large dynamic display , microprocessor based protection scheme for detecting, indicating and tripping the breaker on various faults like ( a ) over current+ earth fault protection for ht / lt side. the relay shall have complete bay control features incl. large lcd display for displaying feeder sld ( position indication ) , integrated on / off control function, three phase current measurement, disturbance recorder, event log and fault record with non volatile memory, self supervision.the relay shall have sufficient binary inputs and outputs to receive and issue external commands as listed separately. however more di & do may be provided in order to fulfill the scheme requirement for scada compatibilty. 18 the relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. breaker on / off / spring.chrgd, line current, sf6 gas pressure low ( busbar compartment ) , sf6 gas pressure low ( breaker compartment ) , master trip, trip circuit failure ( from tcs relay ) , vacuum failure ( current flowing even after cb open ) and display locally on a built in back lit lcd screen as a single line diagram with parameters as advised ( i ) manometer in each gas chamber. 19 ( ii ) led indications breaker on / off / trip / spring charged, r y b, disconnector on / off / earth, dc available ( iii ) 16 window annunciator with ackn / test / reset push button and hooter to indicate following alarms : ( a ) sf6 gas pressure low ( busbar compartment ) , ( b ) sf6 gas pressure low ( breaker compartment ) , ( c ) local master trip, ( d ) trip circuit failure, ( e ) vacuum failure ( current flowing even after cb open ) ( iv ) control equipment incl. 01 x tnc switch, mcbs for ac / dc isolation as required ( v ) other accessories incl. space heater with thermostat for lv panel and cable chamber, 3 pin socket with switch, led lamp ( vi ) soft ware for relay and cable. ( vii ) panel shall be offered with digital ammeter and selector switch ( viii ) the connection between bus coupler and riser must be inside gas. ( ix ) vaccuum interrupter and gis panel should be of same make. 20 ( c ) 02 nos. outgoing 33kv, 630a, 25 ka vacuum circuit breaker arrangement having motorized spring charging ( aux: 230vac ) , and continuous duty tripping / closing ( aux: 110vdc ) with bottom cable entry each comprising of ( i ) current transformers 33 kv 100 50 / 1 1 amp, core1: class 0.5, 10va, core2: class ps x set of 03nos. 21 ( ii ) main protection relay shall be a numerical drawout ied relay ( line differential ) communicable on iec 61850 goose platform over double / redundant rj 45 / usb / fo port, microprocessor based protection scheme for detecting, indicating and tripping the breaker on various faults like ( a ) line differential +over current+ earth fault protection for ht / lt side. the relay shall have complete bay control features incl. large lcd display for displaying feeder sld ( position indication ) , integrated on / off control function, three phase current measurement, disturbance recorder cycle, event log and fault record with non volatile memory, self supervision.the relay shall have sufficient binary inputs and outputs to receive and issue external commands as listed below : 22 the relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. breaker on / off / spring.chrgd, line current, sf6 gas pressure low ( breaker compartment ) , master trip, trip circuit failure ( from tcs relay ) , vacuum failure ( current flowing even after cb open ) and display locally on a built in back lit lcd screen as a single line diagram with parameters as advised ( iii ) metering equipment incl. 01 x digital ammeter ( acc.cl.0.5 ) , 01no. multi function meter ( acc.cl.0.5 ) shall be provided with lcd display for measuring current, voltage, power, power factor and energy parameters, total harmonic distortion and max. demand indication, same shall be communicable on modbus via rs485 port 23 ( iv ) led indications breaker on / off / trip / spring charged, r y b, disconnector on / off / earth, dc available ( v ) 16 window annunciator with ackn / test / reset push button and hooter to indicate following alarms : ( a ) sf6 gas pressure low ( busbar compartment ) , ( b ) sf6 gas pressure low ( breaker compartment ) , ( c ) local master trip, ( d ) trip circuit failure, ( e ) ef & oc ( f ) dc fail. ( vi ) control equipment incl. 01 x tnc switch, mcbs for ac / dc isolation as required ( vii ) line feeder shall have line differential protection inbuilt in the relay. transformer feeder shall have transformer differential protection in built in relay. ( viii ) each gas filled compartment shall have manometer. ( ix ) aux relay for wti, oti, bucholz alam & trip ( only for outgoing transformer feeder ) ( x ) self powered wirelwss thermal sensor to be provided on cable termination. sensor shall be supplied with necesary software / hardware to communicate with existing scada system. ( xi ) quoted rate shall deemed to inclusive of sitc of gis oem recommende touch proof termination kit suitable for gis panel. 24 dismantilling of existing 33 kv , 1250 amp gis panel ( abb ) from nsb ii sub stn carefully and shifting to shankar vihar substation including erection, testing, commissioning of the panel with existing gis panel in all respect i.e. cable termination kit supply , installation, commissionig , testing , calibration properly with existing 33 kv gis panel scheme wiring addition alteration etc for smooth execution and coupling with the help of abbs service team. complete all as directed and specified.note: ( i ) all rates quoted shall be include the modification of all technical / software / relay configuration to existing 33 kv gis panel calibration with existing system to the up system and down stream grids for discrimination chat / tripping against faults / over currents / earth faults / ofc based differential protection etc. ( ii ) rate quoted include the cost of necessary modification to the existing floor / cable trenches / civil work for installation of 33 kv gis panel 25 supply, installation, commissioning , design, engineering, manufacture, inspection, painting andtesting complete with all accessories of transformer of capacity 2.5 mva step down, outdoor floor mounted, double copper wound, 3 phase, 50 hz, ac, including all standard acessories as per latestis , oilimmersed, knan ( natural ester ) confirming to is 2026, most economical losses external cooling tubes / radiator cores type having no voltage ratio 33000 / 11000 volts, impedance % of 6.25 ( corresponding to principal tapping ) winding delta connecting on primary side ( hv side ) and star connected on secondary side ( lv side ) in accordance with vector symbol dyn11 ( vector group ) with neutral brought out on lv side and looping on hv side for continious output so as to alter / vary secondary voltage by ( + ) 5 to ( ) 15% in 16 equal steps of 1.25% to be changed by means of ( oltc ) on load tap changerof make ctr / olg with local / remote opertion features along with rtccpanel with avr relayfor auto / manual operation, cable end boxwith rated copper bus bars / bimatallic connectors shall be provided for the transformer on both ht and lt side for connecting 33 kv ht 3 core cable of size 185 sqmm on ht side and single core six runs of 300 sqmm 11kv ht cable on lt side. avr should be scada compatiabilty and hv / lv orientation 180 degree 26 transformer shall be of boltless core design. transformer shall be double wound, core type with low loss, non ageing, high permeability prime grade, crgo with m4 grade or better, perfectly insulated and clamped to minimize noise and vibrations, core shall be purchased directly from manufacturer of core or from their accredited marketing network and not through any agent. before placing order for procurement of transformer, the contractor shall submit the credentials in respect of the manufacturer ofcore and transformer shall be procured only after approval from ge in respect of name of manufacturer of transformer as well as manufacturer of core. the limit of termperature rise after continous full load runs as specified in is / iec 60076 shall be suitably adjusted to suit the ambient temperature of maximum 50 degree celsius prevailing at site all as specified and directed including having following characteristics complete all as specified and directed. 27 the transformer shall confirm to the latest edition of applicable standard as follows : ( i ) is 2026, for tests and tolerance of guarnteed particulars, ( ii ) is 3639 for fitting and accessories ( iii ) is 2099 for bushing >1000v ( iv ) is 7421 for bushing <1000v ( v ) is 1271 for electrical insulation classified by thermal stability 28 ( a ) hv / lv winding electrolytic copper 99.9% purity 29 ( b ) insulation levelkvp ( i ) hv 170 ( ii ) lv 70 30 ( c ) insulation level ( power frequency with stand kvrms ) ( i ) hv 75 ( ii ) lv 28 31 ( d ) temperature raise for the transformer should be 50 / 55 deg.c ( oil / winding temp ) at av. ambient temperature of 50c ( e ) noise level for offered transformer will be as per nema tr1 only ( f ) over loading of the transformer should be of as per is 6600 only ( g ) transformer shall be of class h insulation ( h ) primary painting of zinc phosphate. ( i ) tank pressure, vaccum witstand capability & minimum clearances should be as per cbip manual. ( j ) neutral ct 150 / 1 ps class to be provided 32 % efficiency at 75deg c / unity p.fa ) at 100% load 98.87b ) at 75% load 99.07c ) at 50% load 99.23% regulation at full loada ) at unity pf 1.19b ) at 0.8 pf 4.60 33 note: ( i ) rate quoted includes the cost of transformer , rcc baffel wall as per electricity safety rule from gl with proper earth work between the both transformers, rcc foundation designed as per the oem recommendation based on the soil conditions of the delhi canttaf muesuim site ( ii ) rate quoted includes the cost of necessary power / control cables for operation of oltc, prv limit switches , wti , oti , double floatbucholz relayfrom rtcc panel in side substation buildingto transformer ( iii ) transformer shall be brought site only after approval of gtp drawings and only after completion of installation of 33kv gis panels and laying of 33kv cables i.e after completion of 50% of the work at siteto avoid ideal laying / ingress of moisture / corrossionto transformer at site which detoriates the life / warranty and service of the transformer ( iv ) testing & commissioning of transformer shall be carried out in the presence of oem at site. ( v ) oem of power transformer must have in house nabl accredited lab. 34 supplying, installing, testing and commissioning of indoor arc flash protected draw out with roll on floor type gis panel , rated for 11kv, 630 amp, 25ka / 3 sec, comprising of 02 x incomming +01 bus coupler+01 bus raiser+02 out going vcb panels confirming to iec 62271 200, and is 13118, accessibility class lsc2b pm class, comprising of 630 amp, continuous ratedinsulated copperbusbarsand droppers in all bus / breaker / adaptor and cable chambers , 02 nos. rack in rack out handles, structure made from aluzinc / gi / powder coated crcasheets to prevent corrosion and rusting.the complete panel incl. ht and lt chamber with frls wiring and acessoriesshall be manufactured by approved oem at its own mancufacturing in house facility, and same will be verified via stage / final inspection. system house integrator / channel partner products are not accepted .the offered panel shall be type tested for internal arc 25 ka for 1 sec with aflr classification make of the vcb, panel, relay and meters shall be of the same make / oem 35 ( a ) 02 x incomer panel, each comprising of : ( i ) 11kv, 630amp, 25ka / 3 sec, draw out vacuum circuit breaker as per iec 62271 100. vacuum circuit breaker having 03nos. vacuum bottles of same make as of circuit breaker and panel, motorized spring charging mechanism ( 230vac ) with integral spring charging handle for manual charging, associated push buttons, anti pumping feature, and associated shunt trip / close coils ( 110vdc ) . 36 ( ii ) current transformers 11kv, 300 150 / 1 1 1, core3: class 5p10, 5va, core2: class 0.5, 5va set of 03nos. ( for measuring, relaying and transformer differential ) core 1 :ps for ref ( iii ) potential transformer ( applicable for incommer as line pt ) :floor rolled / cb trolley mounted drawnout type 11kv / 110v / 110v, core 1: 0.5 , 20 va core2: 3p 20 va 04 pt must not be panel top mounted. 37 ( iv ) mainprotection relay shall be numerical ied relay confirming to iec60255, microprocessor based protection scheme for tripping the breaker on various faults like ( a ) over current or earth fault in any of the three phases, ( b ) circuit breaker failure alarm, 38 ( c ) interpanel tripping / blocking signals via goose based peer to peer communication, on iec61850 protocol. ( d ) integrted arc flash protection with current and light sensingthe relay shall be communicable on iec 61850 goose platform over double / redundant rj 45 / usb / fo port, and fully integrated with the feeder, internally capturing feeder statuses incl. various status, line current, breaker on / off / spring.chrgd, trip circuit failure ( from tcs relay ) , local remote etc. and display locally on a built in back lit lcd screen with mimic as a single line diagram with current measurements and suitably labelled status leds. ( e ) over and under voltage & ref protection shall be given for outgoing feederrelay setting should be possible through inbuilt software or through addtional software supplied by the relay manufacturer. 39 ( iv ) metering equipment including: ( a ) 01 x digital voltmeter ( acc.cl.0.5 ) , 01 x digital ammeter ( acc.cl.0.5 ) , ( b ) 01no. multi function meter ( acc.cl.0.5 ) shall be provided with lcd display for measuring current, voltage, power, power factor and energy parameters, total harmonic distortion and max. demand indication, same shall be communicable on modbus via rs485 port. 40 ( v ) led indications ( a ) breaker on / off / trip / spring charged, ( b ) trip circuit healthy 41 ( vi ) 08 window annunciator with hooter to indicate following alarms : ( a ) oc trip, ( b ) ef trip ( c ) trip circuit failure, ( d ) inter tripping fault, the annunciator will be complete with required acknowledge / test buttons as required 42 ( vii ) all multi function meters shall be connected in a modbus loop terminating into 01 no. modbus to tcp / ip converter to be provided for sending data to scada console via networking switch. 43 ( viii ) control equipment incl. ( a ) 01 x tnc switch, ( b ) 01 x emergency trip push button, ( c ) 01 x local / remote switch, ( d ) mcbs for ac / dc isolation ( e ) heater switch with thermostat 01no. ( f ) 3 pin socket with on / off switch 01no. ( g ) led lamp with on / off switch 01no. 44 ( ix ) flush mounted auxillary protection relays incl. ( a ) trip circuit supervision relay, ( b ) master trip relay, 45 ( b ) 01 x bus coupler panel with raiser, each comprising of : ( i ) 11kv, 630 amp, 25ka / 3 sec, draw out vacuum circuit breaker as per iec 62271 100with roll on floor type vacuum circuit breaker having 03nos. vacuum bottles of same make as of circuit breaker and panel, motorized spring charging mechanism ( 230vac ) with integral spring charging handle for manual charging, associated push buttons, anti pumping feature, and associated shunt trip / close coils ( 110v dc ) . 46 ( ii ) current transformers 11kv, 300 150 / 1 1 1, core3: class 5p10, 5va, core2: class 0.5, 5va set of 03nos. ( for measuring, relaying and transformer differential ) core 1 :ps for ref 47 ( iii ) main protection relay shall be numerical ied relay confirming to iec60255, having 04pt inputs with microprocessor based protection scheme for tripping the breaker on various faults like ( a ) synchronism and energizing check before bus coupler closing to prevent un syncronized mixing of supplies ( b ) circuit breaker failure alarm. ( c ) circuit breaker failures and interpanel tripping / blocking signals via goose based peer to peer communication, on iec61850 protocol. the relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. various status, bus voltage and display the same locally on a built in back lit lcd screen with mimic as a single line diagram with power & frequency measurements and suitably labelled status leds.relay setting should be possible through inbuilt software or through addtional software supplied by the relay manufacturer. 48 ( iv ) led indications ( a ) breaker on / off / trip / spring charged ( b ) trip circuit healthy 49 ( v ) control equipment incl. : ( a ) 01 x tnc switch, ( b ) 01 x local / remote switch, ( c ) 01 x emergency trip push button, ( d ) mcbs for ac ( e ) mcbs for dc ( f ) heater switch with thermostat 01 no. ( g ) 3 pin socket with on / off switch 01 no. ( h ) led lamp with on / off switch 01 no. 50 ( vi ) flush mounted auxillary protection relays incl. ( a ) trip circuit supervision relay, ( b ) master trip relay, 51 ( vii ) 08 window annunciator with hooter to indicate following alarms : ( a ) trip circuit failure, ( b ) inter tripping fault, ( c ) synchro check. ( d ) pt fuse failurethe annunciator will be complete with required acknowledge / test buttons as required 52 ( c ) 02 x outgoing panel, each comprising of : ( i ) 11kv, 630amp, 25ka / 3 sec, draw out vacuum circuit breaker as per iec 62271 100. vacuum circuit breaker having 03nos. vacuum bottles of same make as of circuit breaker and panel, motorized spring charging mechanism ( 230vac ) with integral spring charging handle for manual charging, associated push buttons, anti pumping feature, and associated shunt trip / close coils ( 110 v dc ) . 53 ( ii ) current transformers 11kv, 300 150 / 1 1 1, core3: class 5p10, 5va, core2: class 0.5, 5va set of 03nos. ( for measuring, relaying and transformer differential ) core 1 :ps for ref 54 ( iii ) main protection relay shall be numerical ied relay confirming to iec60255, having 04ct inputs with microprocessor based protection scheme for tripping the breaker on various faults like ( a ) over current or earth fault in any of the three phases, ( b ) circuit breaker failure alarm, ( c ) interpanel tripping / blocking signals via goose based peer to peer communication, on iec61850 protocol. ( d ) integrted arc flash protection with current and light sensing. ( e ) tranformer protection ( marshalling box and buchhloz relay ) .the relay shall be communicable on iec 61850 goose platform over rj 45 / usb / fo port, and fully integrated with the feeder, internally capturing feeder statuses incl. various status, line current, breaker on / off / spring.chrgd, trip circuit failure ( from tcs relay ) , local remote etc. and display locally on a built in back lit lcd screen with mimic as a single line diagram with current measurements and suitably labelled status leds.relay setting should be possible through inbuilt software or through addtional software supplied by the relay manufacturer. 55 ( iv ) metering equipment including: ( a ) 01 x digital voltmeter ( acc.cl.0.5 ) , 01 x digital ammeter ( acc.cl.0.5 ) , ( b ) 01no. multi function meter ( acc.cl.0.5 ) shall be provided with lcd display for measuring current, voltage, power, power factor and energy parameters, total harmonic distortion and max. demand indication, same shall be communicable on modbus via rs485 port. 56 ( v ) led indications ( a ) breaker on / off / trip / spring charged, ( b ) trip circuit healthy 57 ( vi ) 08 window annunciator with hooter to indicate following alarms : ( a ) oc trip, ( b ) ef trip ( c ) trip circuit failure, ( d ) inter tripping fault, the annunciator will be complete with required acknowledge / test buttons as required 58 ( vii ) control equipment incl. ( a ) 01 x tnc switch, ( b ) 01 x emergency trip push button, ( c ) 01 x local / remote switch, ( d ) mcbs for ac / dc isolation ( e ) heater switch with thermostat 01no. ( f ) 3 pin socket with on / off switch 01no. ( g ) ledlamp with on / off switch 01no. 59 ( viii ) flush mounted auxillary protection relays incl. ( a ) trip circuit supervision relay, ( b ) master trip relay, 60 note for item 08 ( i ) cost of construction of foundation as per manufacturer design, including foundation frame ( supplied by oem ) , channels etc. for ht panel as required at site are deemed to be included in the quoted rate. ( ii ) each vcb panel being floor mounted, air insulated, fully compartmentalizeds the oem shall supervise and certify the commissioning / charging of equipment. ( iii ) foundation frames shall be inclusive in the scope of supply of oem. 61 ( iv ) all multi function meters shall be connected in a modbus loop terminating into 01 no. modbus to tcp / ip converter to be provided for sending data to scada console via networking switch. 62 ( v ) necessary cat 6 and modbus cabling from panel to rtu panel shall be provided by the contractor with in this scope only. 63 ( vii ) all incomers and buscouplers will have suitable schemes in place to prevent mixing of un syncronized supplies using line / buspt signals. any such attempt will be reported by a suitable alarm. this facility should be implemented over soft logic, and can be disabled by authorized personnel without requiring any on site re wiring. ( viii ) all outgoing vcbs will have inter tripping logic in place to ensure that incomer breaker immediately trips in case of failure of opening of outgoing vcb experiencing feeder fault. special and dedicated alarm shall be in place to issued the user. this facility should be implemented over soft logic, and can be disabled by authorized personnel without requiring any on site re wiring. ( ix ) self powered wirelwss thermal sensor to be provided on cable termination. sensor shall be supplied with necesary software / hardware to communicate with existing scada system. 64 supply laying jointing commissioning and testing of xlpe insulated screened, pvc bedded, galvanized steel strip / wire armoured electric power cable frls pvc sheated ( heavy duty ) with multistranded aluminum conductors 300 sqmm single core 11 kv ( e ) grade with stranded aluminium conductor complete laid in cableducts / trays / trenches / encased in gi pipes / rcc / dwc / hdpe pipes complete all as specified and directed. 65 s&f cable end jointing kit for 11 kv grade cable for indoor type termination heat shrinkable joint complete with jointing material and accessoies suitable for single core xlpe armoured aluminium conductor cable of size 300 sqmm complete all as specified and directed. 66 m&l for boring of holes on any type of soil of size 250 mm dia, under road / pavement / hardstanding by trenchless technology using ultra sound technique and necessary machine including material and labour for hdpe pipe of 200 mm dia suitable for 04 kg / sqcm working pressure, wall thickness of pipe not less than 6.5 mm for 33 kv cable complete all as specified and directed. 67 note: for item no 11 ( i ) the contractor will be responsible for taking permission from appropriate authority i.e. nhai / igl or other units , if needed, for above said work. ( ii ) depth of trench less shall not less than 2 mtr from ground level unless other wise specifed due to site requirement and contractor has to maintain the depth of trenchless up to 4 mts from ground level if required as per site conditionsall rates quoted shall be demeed to be included to maintain the trench less depts as directed during exection to avoid damages to the existing services ( iii ) the cost quoted is deemed to be inculded for repiars / rectification for damages done to the existing elecrtical / comminication and water supply system / sewage systemduring execution of work ( iv ) hdpe pipe 40 mm dia ( item no 43 below ) is also passing along with 200 mm dia hdpe pipe through same bore. ( v ) no extra cost to be paid for passing of hdpe pipe. 68 m&l for excavation in trenches, n exc 1.5m wide and n. exc 1.5 m in depth and getting outfor laying of htcable / ofc / grid mating etc exc 10 sq m on plan and getting out complete all as specified and directed. 69 all as per item no 12 ( here in before ) but in hard rocks. 70 s&f gi pipe ( light grade ) with necessary accessories / fittings for cable protections / pole for crossing of culverts / nallah / of size 200 mm dia complete all as specified and directed. 71 m&l for returing / filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and directed. 72 m&l for removing of excavated material n exc. 50m and depostiting where directed at a level n exc. 1.5m in soils complete all as specified and directed. 73 m & l forsand cushioning to underground pvc cable inclpunning down of sand layer all as specified and directed. note : for measurement purpose only punned sand shall be measured & paid. 74 supply & laying reinforced precast concrete cable cover class ehv type 1 with peak size 450 mm x230mmx50mm in trenches for protection to under ground cable complete all as specified and directed 75 supply & laying un reinforced precast concrete cable cover class hvp type 1 with peak size 300 mm x180mmx40mm in trenches for protection to under ground cable complete all as specified and directed 76 s&f screw bolts ( machine made ) with hexagonal or square heads at one end and screwed the other each screw to be fitted with one washers and one hexagonal or square nut length of bolts n.exc 5cm and dia of shank 10mm all as specified and directed. 77 m&l for cement concrete 1:3:6 type c 2 ( using20mm graded crushed stone aggregate ) as in foundation filling and mass concreteas in channel / drains complete all asspecified & directed. 78 excavation in post holes n.exc 0.5 cum each getting out, returning filling in and ramming earth in layers n.exc 25cm watering and removing surplus soil to a distance n.exc 50m and making good surface in soft / loose soil complete all as specified and directed. 79 s&f galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including securingor tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc etc as directed ( each line wire to be measured ) incl taking down old wire etc complete all as specified and directed 80 supply only chain link ms galvanised fencing, any size or type etc complete all as specified and directed. 81 fixing only chain link fencing including line wires, any mesh , size and type to any type of standards , rails , straining bolts, etc. including provision of binding wire complete all as specified and directed. 82 m&l for two coats of synthetic enamel paint over a coat of primer incl preparation of new steel surfaces of any description over 10cm girth or width complete all as specified and directed. 83 s&f in ms work such as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.flat iron fillets ( for securing wire mesh etc. ) including all necessary drilling, bolting or riveting, etc and similar work conforming to fe 290 gde e 165 all as specified and directed. 84 s&f 12mm dia round tmt bars as in fencing, cut to length fixing with posts / fencing, bindingsecuring with clips etc all as specified and directed 85 m&l for preparation of new steel surfaces not.exc 10cm width or girth and applying two coats of synthetic enamel paint overa coat of red oxide primer, complete all as specified and directed. 86 supply and fix cable route indicator made of rcc ( nominal mix ) type bo 1:2:4 ( 12.5 mm graded stone aggregate ) with 8 mm tmt bar 1.5 m height x 60 cm wide x 10 mm thick tapered on top visible above ground duly painted with synthetic enamel paint of yellow colour base and letters with black paint. the description for writing for ht cable 33000 volts will be given by engr in charge complete all as specified and directed. 87 m&l for danger notice board of 1.6 mm thick mild steel, vitreous enamelled white with letters, figures and conventional skull and bones in signal red colour and fixed with ms clamps, bolts and nuts of approved size for ht 25 x 20 cm size complete all as specified anddirected. 88 m&l for erection of steel tubular swan neck pole for security lights , type 410 sp 31, 9.0 mtr long painted with two coats of synthetic aluminium enamel paint over a coat of red oxide primer, making 03 nos radium strip on pole of size 150mm height from gl to pole height 1.0 mtr complete all as specified and as directed ( note: excavation, pcc work shall be measured and paid separately ) 89 m&l for complete fixing ofenergy efficientled street lights fittings of 90 watt capacity , 220 volt , 50 hz, ip 65 / 66pole mountedincluding pole box and connecting wire of 1.5 sqmm 3 core from pole box to fitting all as specified and directed. 90 m&l for pcc in foundation filling and mass concrete type c2 ( 1:3:6 ) using 40 mm graded aggregate complete all as specified and directed 91 m& l for pcc type b1 ( 1:2:4 ) using 20 mm graded stone aggregate for pole coping complete all as specified and directed 92 m&l for bore earthing in hard rock of 150 mm dia, depth 30 mtr below ground level using earth electrode 50 mm dia gi pipe medium grade duly drilled hole of 12 mm dia 115 cm c / c on both side of the pipe including lowering in bore well upto the depth of 29 mtr and one mtr above the ground level the pipe electrode should be filled around commercial salt charcoal dust / breeze and magnesium phosphate of 30 cm layer each upto the fiull length of pipe. the bore well should have 06 mtr of length 150mm dia ms pipe for protection of bore well welding of gi strip 50 x 6 mm on earth electrod gi pipe 50 mm dia upto the 20 mtr below ground level 15 mtr from the bore well to test point. necessary water connection by gi steel tubing light grade10 mm dia complete all as directed by engineer in charge. note : gi strip more than 30 mtr will be measured and paid separetely. 93 m&lfor laying , fixing of gi strip 50 x 6 mm with saddle and fixing screw etc complete all as specified and directed. 94 m&l for earthingwith copper plate electrode 600x600x3.15 mm thick buried directly in ground ( earth pit not less than 2.25 m deep below normal ground level ) with top edge of the plate not less than 1.5 m below normal ground level connected to copper earth strip 20x3mm ( up to 7.5 m in length from earth plate ) by means of bolts and nuts checknuts and washers of galvanized iron electric arc welding all joints all as specified and shown in electrical plate no 3 of ssr part i including necessary excavation and earth work in any type of soil pcc 1:3:6 type c1 chamber with pcc 1:2:4 type b1 40 mm thick cover with ms rod 8mm dia 150mm long reinforcement, watering funnel, 40 mm dia medium grade for protection of earth electrode 20 mm dia for watering complete all as specified and directed and tested on completion complete all as specified and directed. 95 m&l for copper strip 20 x 3 mm with saddle and fixing screw etc complete all as specified and directed. 96 m&l for gravel filling of size n.exc 40 mm, deposited spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 97 s &f fire retardant / extinguishing electric insulated synthetic mat insulatica 2000 of 3.0mm thick + 10% confirming to bis : doc no et 02 ( 5440 ) dated 30 apr 2004, meeting requirement of is 3043, is 5216 ( part i, ii &ii ) , is 8437 and iec 479 pub i, tested for breakdiwn strength, tensile / elongation ageing properties, insulation resistance , effect of acid, alkaline, diesel and transformer oil leakage current test, fire test etc, having minimumwidth of 1000mm + 20mm including all allied materials such as pu resin, chemical bound ( haedener ) special pvc adhesive liquid primer etc of required quantity to complete the job as per site requirement of all voltages not exceeding 33 kv system without ht trolley movement. of size 2 x 1 mtr complete all as specified and directed. 98 supply, laying, jointing and testing of armoured optical fibre underground cable, 12 core ( fiber ) along with light interfacing unit laid in trenches / ducts / fixed on poles / walls, laid under / path or encased in hdpe pipe complete all as specified and directed. note : the cost of joints / splicing deemed to included in the quoted rate. 99 m&l high density polyethylene pipes ( duct for ofc ) of size 40 mm dia ( hdpe ) ofpressure rating 10 kg / cm2 laid in trenches / bore holes of road crossing / hard standing for laying of ofc complete all as specified and directed.. 100 m&l for splicing work of optical fibre cable of 6 / 12 core forend connection at fibre optic distribution box complete all as directed. 101 s&f patch cords having any type of connectors ( sc / lc / st / fc ) at both ends as per site requirement complete all as directed. 102 s&f ofc 12 liu port complete all as directed. 103 supply installation & commissioning of 110v / 30a scr controlled float cum boost battery charger unit including battery bank comprising 2 volts / 100 ah cells 55 nos sealed maintenance free battery.the cccv battery charger consisting of copper wound, air cooled transformer, 01 set single phase full wave bridge rectifier consisting of diodes and scrs, liberally rated mounted on heat sink and complete with resistor / condenser network for surge suppression.during auto float mode automatic changeover shall take place from float mode to boost mode and vice versa, 01 set of solid state constant potential controller to stabilize the dc output voltage of the float cum boost charger, 01 no electronic controller, dcdigital ammeter, dc digitalvoltmeter, potentiometer, dc, mcb for reverse battery protection. the charger should have alarm annunciation with visual and audible alarm with manual reset facility for fuse fail alarm. float cum boost battery charger and dc distribution board shall be housed in powder coated sheet steel cubicle with panels of 1.6mm thickness, louvers for ventilation, gland plate will be provided for cable entry from bottom. the battery charger shall be divided into two compartments.the upper compartment shall house the battery charger & dcdb with all necessary controls. the lower compartment shall be suitable for housing the batteries. tech specification shall be as under: 104 ( a ) input working voltage 180 270 volts ( b ) nominal input voltage 230 v , ac , 50 hz, 1 ( c ) on load input power factor > 0.8 ( d ) on load unit watt efficiencies > 80% ( e ) no load losses of complete charge < 10% ( f ) ripple contents on the load ( rms ) = 1% to 5% ( g ) overload 110% for 30 minutes and will give visual indication for over load condition. ( h ) boost charging 2.4 v / cell. ( j ) float charging 2.15 v / cell ( k ) float cum boost charging automatically changes from one state to another state as per battery condition and wiil give the visual indication for either float or boost based on charging mode. ( l ) reverse polarity no damage will be caused.a visual indication for reverse polarity will appear with an audio alarm. ( m ) short circuit mcb protection provided. 105 supply, installation of required equipments at airforce muesum, palam substation for hooking up 33kv & 11kv switchgears to shankar vihar ids subattion scada and integartion subsequently.tentetive equipments shall be as follows but not limited to:a. 1 nos. serial to tcp converter, rj11 / rj45 to serial converter for multifunction meter accessb. 1 nos. relay networking ethernet switches: ( loose supply ) to be mounted inside the 33kv or 11kv switchgear panel managed fast / gigabit ethernet 19’ switch each 20 fast ethernet ports, with single aux. supply.c. 1 nos. iec 61850 compliant i / o units for acquisition of substation miscellaneous signals from battery charger, ups etc. – i / o capability up to 24 i / od. equipment for rtcc control supported over modbus control along with tcp converter ( if required ) e. cat 6 cable for relay networking upto ethernet switches forsubstation as required.f. ofc cable and its termination from liu to ethernet switch g. intergartion of complete 33kv & 11kv switchgear and other substation equipments at shankar vihar ids substation scada. 106 supply and installation of co2 portable type fire extinguisher isi marked confirming to is:15683 of capacity 4.5 kg complete with delivery house horn, squeeze grip release valve, locking arrangement, operational manaul, braket with screws and sleeves complete all as specified and directed. 107 supply and installation of co2 wheel mountedtype fire extinguisher isi marked confirming to is:2878 :2004of capacity 9 kg complete with delivery house horn, squeeze grip release valve, locking arrangement, operational manual, braket with screws and sleeves complete all as specified and directed....

Delhi Development Authority - Delhi

38860997 maintenance of various schemes under na ii east zone.sh: disposal of c&d waste building rubbish / dismantled waste material and construction of boundary wall in dda land ( where jhuggies shall be demolished ) near subhash camp badarpur. ; 1 disposal of c&d waste building rubbish / dismantled waste material and similar by mechanical transport including loading, unloading and weighing charges, i / c mcd dumping charges / ground tax, to approved mcd dumping grounds as per direction of engineer in charge within a lead of 31.00 km. note: the payment shall be made on production of mcd receipt showing payment to ground tax of mcd dumping site. 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : ( a ) 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : ( a ) 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) . 4 providing and laying factory made precast concrete solid blocks of 200 mm thickness of grade m10 made of c&d waste from approved manufacturer in foundation and plinth in: ( a ) cement mortar 1:6 ( 1 cement : 6 coarse sand ) 5 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: ( a ) 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) 6 12 mm cement plaster of mix : ( a ) 1:6 ( 1 cement: 6 fine sand ) 7 finishing walls with water proofing cement paint of required shade : ( a ) new work ( two or more coats applied @ 3.84 kg / 10 sqm ) 8 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 9 welding by gas or electric plant including transportation of plant at siteetc. complete 10 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 ) 11 add gst 18% multiflying factor .0633 on account of increase gst on dsr items 12 add cost index @ 7%...

Public Works Department - Delhi

38827487 tender for eor to ggsss badarpur, tajpur pahari ( school id 1925359 ) new delhi during 2023 24 ( sh construction of temporary boundary wall / barbed wire fencing and desilting of outfall drain passing through the premises ) ...

Delhi Development Authority - Delhi

38682452 maintenance of complete scheme of n / a ii under swz. maintenance of dda land as green surrendered by seil india ltd. maintenance of dda land as green hil.sub head: sub head: s / s of good earth, jamuna sand, red bajri & digging of holes etc. at site. 1 supply and stacking of good earth at site including royalty and carriage upto 5 km lead complete ( earth measured in stacks will be reduced by 20% for payment ) . 2 supply and stacking of jamuna sand at site including royalty and carriage by mechanical transport and loading unloading for all lead and lift. 3 supply and stacking of red bajri at site including royalty and carriage by mechanical transport and loading unloading with all lead and lifts. 4 supply of chemical fertilizer neem coated urea in 45 kg packing at site. 5 provision of barbed wire 6 preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludges or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8% ) , flooding with water, filling with earth if necessary , watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m , lift up to 1.5 m complete ( cost of sludge, manure or extra earth to be paid for separately ) . 7 providing 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. 8 hiring of j.c.b / hydraulic excavator ( 3 d ) with driver, fuel and helper etc. for cleaning of wild growth, removal of building rubbish, debris industrial waste and refuse etc. as per direction of engineer in charge. 9 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume ( 2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately ) : 10 holes 60 cm dia, and 60 cm deep 11 supply of neem oil cake in 40 kg packing bag at site. 12 supply of chlorpyriphos 20% e.c / lindane 20% ec as per specification at site ( packing in one ltr. / 5 ltr. ) 13 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan ) including disposal of excavated earth lead up to 50m and lift up to 1.5m, as per direction of engineer in charge.6 mtr. x 4 mtr. x 1.5 mtr. x 2 nos.= 72 cum ( manure pit ) ...

Municipal Corporation Of Delhi - Delhi

38604484 tender for civil work puhc alipur 4 n improvement development / repair of puhc alipur in ward no. 04 n alipur in narela zone., dsr 2018 and approved items. 1 puhc 2 15.7.4: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.in cement mortar 3 15.2.1: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 ) 4 1.1.1_18:disposal of materials by mechanical transportincluding loading , unloading and stacking lime , moorum, buildingrubbish for lead 18 km 5 2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil 6 2.25:filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 7 15.56: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 13.88:removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete 9 4.1.10:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level:1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 10 6.1.2:brick work with common burnt clay f.p.s ( non modular ) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 ( 1 cement : 6 coarse sand ) 11 6.4.2: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 1:6 ( 1 cement : 6 coarse sand ) 12 5.9.3:centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 13 5.3: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 ) . 14 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo mechanically treated bars of grade fe 500d or more 15 8.2.2.2: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 shadearea of slab over 0.50 sqm 16 12.21.1:providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge ) including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design:in 75x75 mm deep chase 17 12.16.1:10 cm thick ( average ) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35kg per cum of earth and gobri leaping with mix 1:1 ( 1 clay : 1 cow dung ) and covered with flat tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral water proofing compound by weight of cement and finished neat:with common burnt clay f.p.s. ( non modular ) brick tile of class designation 10 18 12.37.1:providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 ( 1 cement : 4 fine sand ) .stone ware spout 19 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand ) 20 12.15.1:painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :with residual type petroleum bitumen of grade vg 10 21 13.5.1:15 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1 cement : 4 coarse sand ) 22 13.41.1: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 23 8.31: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 engineerin 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. 24 11.26.1: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 ) 25 mm thick 25 17.4.1: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:one urinal basin with 5 litre white p.v.c. automatic flushing cistern 26 17.3.1: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 :w.c. pan with isi marked white solid plastic seat and lid 27 17.7.1: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 pair of 15 mm c.p. brass pillar taps 28 12.22:making khurras 45x45 with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size ) over p.v.c. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) and a coat of near cement, rounding the edges, making and finishing the outlet complete. 29 2.10.1.3:excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 alead of 50 m:pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 30 19.6.5: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:450 mm dia r.c.c. pipe 31 18.49.1:providing and fixing c.p brass bib cock of approved quality conforming to is: 8931.15 mm nominal bore 32 18.52.1:providing and fixing c.p brass stop cock ( concealed ) of standard design and of approved make conforming to is: 893115 mm nominal bore 33 18.53.1:providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is: 893115 mm nominal bore 34 18.37.1:constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for water meter complete with c.i double flap surface box 400x200x200 mm ( inside ) with locking arrangement and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40mm 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:with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 35 18.20.1:providing and fixing brass ferrule with c.i mouth cover including boring and tapping the main:15 mm nominal bore 36 18.21.1.1:providing and fixing uplasticised pvc connectionpipe with brass unions:30 cm length15 mm nominal bore 37 18.7.1: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 wall15 mm nominal dia pipes 38 18.7.2: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 wall20 mm nominal dia pipes 39 10.25.2: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 40 10.31: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. 41 8.25.1:providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.40 mm thick 42 16.75: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 ) . 43 22.6:providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a ) after surface preparation, first layer of slurry of cement @ 0.488 kg / sqm mixed with water proofing cement compound @ 0.253 kg / sqm. b ) laying second layer of fibre glass cloth when the first layer is still green. overlaps of joints of fibre cloth should not be less than 10 cm. c ) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg / sqm mixed with water proofing cement compound @ 0.670 kg / sqm and coarse sand @ 1.289 kg / sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d ) fourth and final layer of brick tilling with cement mortar ( which will be paid for separately. ) ( for the purpose of measurement the entire treated surface will be measured ) 44 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand ) 45 16.53: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 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 angel iron, all complete as per direction of engineer in charge, with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5 mm 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 ) ...

Military Engineer Services - Delhi

38397805 repair to security fencing, barbed wire, steel gate, rcc jali, compound wall at ahrr complex under age br i of ge em rr hospital, delhi cantt 10...

Municipal Corporation - Delhi

38266178 improvement and development of park near h.no. k 696 by providing footpath, brick work, grill and barbed wire and open land of near h.no. j 1950 by providing brick work, grills and cc in jahangirpuri ward no. 22n / clz. ( new ward no.17 / clz ) ....

Delhi Development Authority - Delhi

38156502 m/o completed scheme of na ii under hort. zone. /o mehrauli complex phase i, ii i/c rose garden and park at quli khan. m/o mehrauli complex phase iii. m/o mehrauli complex phase iv. m/o mango orchard andheria more part i adjoing a. more mehrauli. digging of holes, s/s of good earth, neem oil cake, red bajri, jamuna sand and eathern pots 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 4 x 6 (300 gauge ) at site. , supply of polythene bags size 6 x 9 (gauge 200 250)at site. , supply of polythene bags size 8 x 12 (gauge 300)at site. , 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 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 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....

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....

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 ) ...

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....

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...

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....

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....

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....

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....

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...

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....

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. ...

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 ] ...

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....

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...

Northern Railway - Delhi

34545085 bids are invited for galvanized steel barbed wire for fencing as per is 278 ( q3 ) total quantity : 2584...

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...

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....

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...

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....

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....

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....

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....

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....