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State Government

TRN :49051926 | 16 May, 2025

Tender Value : 30.36 Lacs

Panaji - Goa

Tender for construction of hall and supplying gym items for pinto youth club of baradi in velim constituency under mla-lad scheme.--demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. 2 demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. 3 laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. 4 extra for laterite masonry in all sizes in superstructure from floor i level upto floor v level. 5 12mm cement plaster 1:4 (1 cement : 4 fine sand) 6 providing and fixing 1st quality ceramic glazed wall tiles (johnson somany kajaria ) conforming to is:15622 (thickness to be specified by the manufacture 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 sq.m including pointing in white cement mixed with pigment of matching shade complete.;wall ceramic glazed tiles : 300 x 600 7 providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of johnson somany kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to is: 15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete;dark shades 8 proving and fixing white vitreous china wall hung type (european type) water closet with seat and lid with c.i. brass hinges and rubber fittings with flush valve nelson/ similar fully chromium plated with stop cock wall flanges flush pipe or elbow and vaccum breaker coupling etc. including chair bracket/rag bolts cutting & making good the walls and floors where required and concealed seat support - w.c. pan with white plastic seat and lid 9 providing and fixing brass stop cock (heavy) of approved quality :;15 mm nominal bore 10 providing and fixing brass full way valve (heavy) duty with wheel of approved quality :;20 mm nominal bore 11 providing and fixing p.v.c. connection pipe with brass unions 15 mm nominal bore:;45 cm (18”) length . 12 providing and fixing rigid pvc s.w.r. (soil waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:; 110 mm dia 13 providing and fixing rigid pvc bend (approved make) for s.w.r. pipes including lubricating etc complete bend with door :; 100 mm dia 14 providing and fixing nahani trap of rigid pvc (approved make ) for s.w.r. pipes including lubricating etc complete without door :;110 mm dia 15 providing and fixing nickel chrome plated copper alloy fancy bib cock short body jaquar make or equivalent.confirming to is 8931; 1993;15mm nominal bore 16 providing and fixing chlorinated ployvinyl chloride (cpvc) pipes confirming to is:15778 having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and testing of joints complete as per direction of the engineer-in-charge. concealed work (medium duty sdr 13.5 pipe) including cutting chases and making good the walls etc.;20 mm dia nominal outer dia pipes. 17 providing and fixing hand shower (health faucet) with 8mm dia abs/brass body with double lock 1.00 m long flexible tube (brass plated stainles steel flexible hose) and wall hook of approved quality confirming to is standards. 18 frp (fiber reinforced polymer) frames with wood finish manufacture supply and installation (with anchor fastener) of epee or equivalent goan make frp (fiber reinforced polymer) frame of cross section as per options below with right angle joint and frp (fiber reinforced polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). the core of frame would be filled with seasoned wood as infill material. the slot of frame for door resting will be of suitable width so as to take specified thickness door.the frame will be water proof as well as mild acid/ alkali resistant manufactured in an iso 9001- 2015 certified company.;specified cross section;4” x 2” 19 wood finish wood core frp (fiber reinforced polymer) door shutter. manufacture supply and installation (including accessories as mentioned below) of epee or equivalent goan make frp (fiber reinforced polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood moisture less than 17% wooden styles for top rail and lock rails. frp (fiber reinforced polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed matt having wooden textures used along with uv resistant resin to give the clear texture on the door. the core of shutter will be filled with mr 2nd grade block board. the shutter to be water proof as well as mild acid / alkali resistant manufactured using rv tifac (r v engineering college bangalore & technology information forecasting & assessment council) technology in line with is 13034 1990 test standard in an iso 9001 – 2015certified factory. accessories: i) s. s. hinges 4” - 3 nos ii) s. s. latch - 1 no iii) tower bolt 5” - 2 nos iv) handle 5” - 2 nos;shutter thickness;32mm 20 providing and applying white cement based putty of average thickness 1.00 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete. 21 applying one coat of cement primer of approved brand and manufacture on wall surface. 22 wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. 23 painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. 24 applying priming coat with ready mixed primer of approved brand and manufacture on steel work. 25 providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size.;40 x 3 mm flat iron hold fast 15 cm long 26 providing and fixing m.s. grill of required pattern in wooden frames of windows etc. with m.s. flats square or round bars with round headed bolts and nuts or by by screws.; plain grill 27 centering & shuttering including strutting propping & removal of forms for :;columns piers pillars aburments posts and struts (square rectangle polygon in plan) 28 centering & shuttering including strutting propping & removal of forms for :;sides and soffits of beams beam haunchings cantilever girders bressumers and lintels plinth beams not exceeding 1m in depth 29 centering & shuttering including strutting propping & removal of forms for :;suspended floors roofs landings shelves & their supports 30 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 over0.50 sqm;jet black 31 providing and laying in position machine batched concrete (bmc) machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering shuttering finishing and reinforcement including admixtures in recommended proportions as per is 9103 to accelerate retard setting of concrete improve workability without impairing the strength and durability as per the direction of the engineer-in-charge. m25 grade of reinforced cement conrete by using 410kg of cement per cu.m. of concrete. all works upto floor v level. 32 providing tmt steel reinforcement bars of (sail tata. vizag jsw steel ltd.) ) (confirming to is 1786 of 1986) for rcc work (conforming to i.s. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. 33 providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the engineer-in-charge: windows with three sliding shutters using 18 mm series shutters section.;plain glass 34 extra for powder coating with pure polyester powder of shade of required colour on the aluminium section 35 providing and fixing vitreous china wash basin with rs or c.i. brackets painted white 15 mm c.p. brass pillar taps c.p. brass chain with rubber plug 32 mm c.p. brass waste of pattern 32 mm diameter m.i. or c.p. brass trap and union complete including cutting and making good the walls where required.; flat back wash basin size 550 x 400mm with a single 15 mm c.p. brass pillar taps. 36 providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;all works upto plinth level 37 providing and fixing astm upvc pipe conforming to astm 2467 with iso 14001 including all upvc plain & brass threaded fittings including jointing of pipes & fittings with one step upvc solvent cement trenching refilling & testing of joints complete as per direction of engineer. external work.;sch-80(blue)/(w hite);40mm outer dia. 38 providing and fixing g.i. chain with g.i. pull. 39 providing woodwork in frames of doors windows clerestory windows trusses & other frames wrought framed and fixed in positon.;second class indian teak wood 40 providing and fixing 38 mm thick panelled glazed or panelled and glazed shutters for doors windows and clerestory window including black enamelled iron butt hinges with necessary screws:;second class indian teak wood 41 applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete. 42 painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade. 43 providing & fixing chromium plated brass tower bolts (barrel type) with necessary screws complete.;250 x 10 mm 44 providing and fixing chromium plated brass sliding door bolt with bolts nuts and screws etc. complete.;300 x 16 mm 45 provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. 46 provided and fixing chromium plated brass 100mm. mortice latch and a pair of levers and handles with necessary screws etc. complete (indian make of approved quality). 47 providing and and laying vitrified floor tiles in different sizes of johnson somany kajaria (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622 of approved make in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment etc. complete;600 x 600 mm light shades 48 false ceiling:-;providing & fixing false ceiling yashashri make or equivalent made out of 2” x 1” m.s sq tube frame support structure & 20mm x 155mm x 1.2mm multi- cavity upvc section 30mm x 40mm x 2mm upvc multi-cavity section with hidden screwing system.the average weight of false ceiling is 8.50 kg per sq mtr. these upvc sections are tested by using bs 2782 & din 53459 test methods. 49 providing & fixing of aluminium lay-in perforated tile ceiling on 24 /14 mm ‘t’ framework of module 600mm x 600mm. tiles of size 575mm x 575mm / 584mm x584mm made out of 0.6mm thick aluminium. perforation of the tiles shall be 2.5mm dia 5.5mm c/c. the tile shall be manufactured on advanced equipment which includes several levelling. the tile end shall be raised upward by 38mm and bend outward to lay the tile in framework. the tile shall be polyester based powder coated in white colour. grid system for fixing ceiling tiles shall comprise of tees. the 24 /14 mm main tee runners shall be suspended at an interval of 1200mm centre to centre. the 24 /14 mm cross tee runner shall be suspended at 600mm centre to centre and further supported with 24 /14 mm cross tee at 600mm centre to centre with interlocking arrangements to form grid of 600mm x 600mm. the main tee shall be supported by means of 4mm g.i. rod from slab/roof. the suspension shall be provided at 1200 to 1500mm centre to centre.tee framework would be made of gi and powder coated. acoustic felt: non- woven felt made of glass-r einforced fibre glued over the perforation for sound absorption. 50 providing water proofing treatment over the new r.c.c. roofs terrace toilet by spreading cement slurry over the r.c.c. slab and laying of 10cms. average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of hindustan water proofing co. or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand) finished smooth with wooden trowel with false marking of 30 cms square. the vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. the injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb cracks etc. in the r.c.c. slabs). note: cement consumption 25 kg/sq.m. 51 providing & fixing colour coated alluminium (puf) sandwich panel roofing systems of approved make adhering to aluminium 3105 grade for top & bottom sheet of thickness0.40 & 0.35 respectively including puf insulation betewwn the top & bottom sheet of denslity 40 (+/-2) kg/m3 inclusive of s.s. 304 grade self tapping fastneres complete as directed by enigneer incharge (frame work for roof roof accesorries to be paid seperately) for tile design puf roof panel gutter width should be atleast 25% more than the crest width. minimum height at heighest point of crest should be minimum 65mm. minimum thickness at anygiven point should not be below 30mm.;puf insulated tile roof 30mm thick of trapezoidal design 52 steel work in built up tubular (round square or rectangular hollow tubes etc.) (square hollow section (shs) is4923 /rectangular hollow section (rhs) is4923/circular hollow section (chs) is1161 closed structural steel of (sail tata. vizag jsw apollo steel ltd.) make (min yeild stress 310 mpa)) 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. 53 providing and fixing in position s.s. hand rail in main stair case and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials etc. complete. 54 melamine polishing on wood work (one or more coat);glossy 55 providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the engineer-in-charge: adjustable louvered window s.;figured glass 56 extra for powder coating with pure polyester powder of shade of required colour on the aluminium section 57 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) 58 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. 59 painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as dulex/ asian paints/ sherwin willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. 60 painting one or more coats of acryllic exterior paint of approved brand and manuf acture(such as dulex/ asian paints/ sherwin willians) on old work including cleaning the surface with water etc. complete. 61 providing & fixing alluminium ridge of approved make adhering to alluminium 3105 grade of 0.71mm thickness & 60 cm wide inclusive of ss304 grade self tapping fastners to match the alluminium roofing system & as directed by engineer in charge complete 62 providing & fixing alluminium 30mm trapezhoidal end cap for puf roofing of approved make of alluminium aa 3105 grade matching with 30mm puf panel profile including the required fastners etc. complete for alluminium puf roofing system & as directed by engineer in charge. 63 pvc wall paneling : providing and fixing pvc sheet wall paneling of thickness 5mm (±0.25) consisting of panels of desired size stuck on inner frame work of 50mm wide strips of 5mm (±0.25) thick prelam pvc sheet.the panel & strips shall be of 600 kg/cbm density manufactured by an iso-9000 certified company. the strips should have in their center a grove of 6mm width and 1mm depth for sinking the head of the screw used to fix the strips to the wall vertically at an equal interval of 10” between two pvc strips. the pvc strips shall be fixed to the wall using 65mm long m.s. screws through the groove in the strip by using pvc fasteners. the distance between two screws shall not be more than 200mm. a groove of 2mm may be left at the joint of two panels for aesthetic looks. the exact size of the panel and correspondingly of the grid may vary depending on the size of the wall.optionally a strips of 5mm (±0.25) thick pvc sheet of width 75mm feathered at the edges shall be stuck at the places where two panels are joined using solvent cement. 64 providing and installing rubber dumbells of hexagonal shape and approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 65 providing and installing barbell rod 5ft of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 66 providing and installing skipping rope of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 67 providing and installing yoga mat 6mm thick of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 68 providing and installing punching bag of 900mm diameter of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 69 providing and installing bench press multidegree of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 70 providing and installing rowing machine of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 71 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. a)2.50 kg 72 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. b) 5.00 kg 73 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. c) 7.50 kg 74 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. d)10.00 kg 75 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e)12.50 kg 76 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e) 15.00kg 77 providing and installing dumbell rack of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 78 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. a) 2.00 kg 79 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. b) 4.00 kg 80 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. c) 6.00 kg 81 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. d) 8.00 kg 82 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e) 10.00kg 83 providing and installing gym ball 65cms of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 84 providing and installing gym ball 75cms of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 85 providing and installing push up bar with chrome finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 86 providing and installing ab wheel roller finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 87 providing and installing foam roller finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 88 providing and installing air bike of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge.

Central Government/Public Sector

TRN :49054084 | 10 Jun, 2025

Tender Value : 28.00 Crore

Abohar - Punjab

Tender for tender for provision of deficient married accommodation at fazilka mil stn (job no: - mwp/swc-02/2024-25); 1 lump sum price worked out by the tenderer for“building /structure works as listed in schedule ‘a’ section - i 2 sch a section- ii, internal electrification works and flame proof fittings 3 material and labour for concealed point wiring for one light point/fan point controlled by one switch (using red, black and green colour wires as colour coding) complete with 2.5 sqmm (nominal cross section area)single core frlsh pvc insulatedunsheathed and multi strand copper conductor cable 1100 volt (isi marked)drawn through andincludingpvc conduit 20mm dia (medium duty, isi marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including pressed steel powder coated sunken terminal box suitable for modular switch socket (min 50mm deep and 1.6mm thick sheet, suitable size) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches/ socket / regulator etc, including provn of 2.5 sqmm single core frlsh pvc insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using cm (1:3)including fixing ofswitch/socket/regulator etc complete all as specified and as directed. (switch, socket, regulator shall be measured and paid separately under appropriate item of boq as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate. ). 4 -do- all as per srl no. 3 above but one three pin switch socket outlet 5 amps on the same borad 5 -do- all as per srl no. 3 above but one call bell controlled by one bell switch 6 -do- all as per srl no. 3 above but wiring with 2.5 sqmm multistranded cable and earth wire with copper conductor of size 2,5 sqmm for 5 amps point (on independent board) 7 material and labour for concealed point wiring for one socket outlet 15/20 amps point controlled by one switch (on independant board) (using red, black and green colour wires as colour coding) complete with 4 sqmm (nominal cross section area)single core frlsh pvc insulatedunsheathed and multi strand copper conductor cable 1100 volt (isi marked)drawn through andincludingpvc conduit 25mm dia (medium duty, isi marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including pressed steel powder coated sunken terminal box suitable for modular switch socket (min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches / socket, including provn of 4 sqmm single core frlsh pvc insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using cm(1:3), including fixing ofswitch, socket complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of boq as supply only but cost of moudlar cover plate with frame and labour for fixing the same shall deemed to be included in the unit rate). 8 supply only modular switch 6amps, piano flush type, single pole, one way (1 module) complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 9 supply only modular switch 16amps,piano flush type, single pole, one way (1 module) complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 10 supply only modularsocket outlet 2 in 1, 6amps,flush type fixed on laminated sheet top cover complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 11 supply only modularsocket outlet 5 in 1, 16amps,flush type fixed on laminated sheet top cover complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 12 supply and fixing ceiling rose, polycarbonate, isolated body, surface bakelite 2 to 3 terminal, 240 volts, 5/6 amp, isi marked complete all as specified and as directed by engineer-in-charge. 13 supply and fixingelectric calling bell ding dong type, ac 230 volts single pole including making elctric connection complete all as specified and as directed by engr-in-charge. 14 supply only modular bell push switch, piano flush type, 6amps, single pole, one way (1 module) fixed on laminated sheet top cover (laminated sheet top cover is included in point wiring) complete all as specified and as directed by engineer-in-charge. 15 supply and hanging /fixing ceiling fan 1200 mm sweep ac supply (input voltage range ; 120 to280v), bldc type, 5 star rated, bee and isi marked super enamelled, copper winding of b class insulation, single phase, maximum 30w (± 10%), temperature rise 40 degree maximum without remote with and including capacitive regulator, 03 no blades, down rod including accessories, white colour, total harmonic less than 10%, 5 speed, hanging in position including making connection with flexible cord three core twisted copper conductor of suitable sizefrom ceiling rose to fan complete all as specified and as directed by engr-in-charge.note :- (i) serial number as issued by engr-in-charge of celing fan and ge office name shall also be written on fan with red colour permanent marker and fixing of regulator on switch board, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account 16 supply and fixing exhaust fan (heavy duty) steel body, ac single phase 230v, 50hz, 900rpm, size 300mm sweep with blades and frame including new mosquito stainless steel wire mesh of guage 0.36mm with suitable wooden frame protection against birds etc mounted in suitable opening arrangement in wall and electric connection with and including three core pvc insulated pvc sheathed copper conductor flexible cable 24/0.2mm drawn in flexible pvc conduit and hanging on wall with 4 nos steel fastners 12mm dia 200mm long and making good the disturbed surface complete all as specified and as directed by engineer-in-charge.note :- (i) serial number as issued by engr-in-charge of fan and ge office name shall also be written on fan with red colour permanent marker, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account (ii) cost for making suitable cutting/opening in wall for fixing of exhaust fan including making good disturbed surface and masonary work shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account. 17 supply and fixed for spn 8 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 18 supply and fixed for spn 6 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 19 supply and fixed for spn 4 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 20 supply and fixed for tpn distribution board 4 way vertical type double door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating flush/surface mounting with copper bus bar suitable rating with neutral bar and earth bar and cable tie for cable management, ip-54 protection and provision and including mccb 4 pole 160 amp, 16 ka as incomer and mcbs as outgoing, dust and vermin proof complete all as specified and as directed by engineer-in-charge. 21 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, c curve as 6 to 32 amps complete all as specified and as directed by engineer-in-charge. 22 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, b curve as 40 amps complete all as specified and as directed by engineer-in-charge. 23 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, b curve as 6 to 32 amps complete all as specified and as directed by engineer-in-charge. 24 supply and fixing blanking plate of plastic suitable for any type of db complete all as specified and as directed by engineer-in-charge. 25 material and labour for submain wiring comprising single core, 2 runs of 4.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 20mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x4.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 26 material and labour for submain wiring comprising single core, 2 runs of 6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 25mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 27 material and labour for submain wiring comprising single core, 2 runs of 10.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 25mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 28 material and labour for earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including giearthing wire of size 4 mm dia by means of gi bolts/nuts/washers and protected by 15 mm bore gi light grade pipe upto test point or upto main switch board, ht/lt equipments, fixing with 02 nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common saltall around bottom and top. 20 mmbore gi medium grade pipe for watering and including funnel, wire mesh, pcc chamber pit made with pcc (1:3:6) type c1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type ofsoil, returning filling and disposal of surplus soil to a distance not exceeding 50m,pit cover 40mm thick made with rcc (1:2:4) type b1 (using 20 mm graded stone aggregate) including tmt reinforcement 8mm dia @ 75mm c/c both way, ms handle 12mm dia, cover rest on ms angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer, complete all as specified & shown in electrical plate no. 3 ofssr 2009 (part-i) complete all as specified and as directed by engineer-in-charge.note:- (i) pcc chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) protection pipe and gi earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) the earth testing arrangement should be done by the contractor as per direction of engineer-in-charge. 29 supply and fixing led tube light fitting polycarbonate housing 1 x 18/20watt, appx 4 feet long, with decorative box linear, housing environment friendly, including electric connection with using 2 core flexible copper conductor cable of size 01 sqmm from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts.(c) temp operating range : minus 10°c to plus 45°c(d) power factor : minimum 0.95 (e) thd : current thd max10% and voltage thd max 5%(f) ip rating : ip-20.(g) aluminium housing & integrated electronic driver(h)led driver of the same make as of the luminaire.(j) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(k) surge protection minimum 2.5 kv. (l) cct : minimum 6500k(m) cri : more than 80 (n) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 30 supply and fixing led tube light fitting polycarbonate housing 1 x 10watt, appx 2 feet long, with decorative box linear, housing environment friendly, including electric connection with using 2 core flexible copper conductor cable of size 01 sqmm from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts.(c) temp operating range : minus 10°c to plus 45°c(d) power factor : minimum 0.95 (e) thd : current thd max10% and voltage thd max 5%(f) ip rating : ip-20.(g)led driver of the same make as of the luminaire.(h) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(j) surge protection minimum 2.5 kv. (k) cct : minimum 6500k(l) cri : more than 80 (m) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 31 supply and fixing led lamp 1x9 watt including pvc holder with complete suitable for fixation on wall/roof with body robust corrosion resistant, superior flnish and without any cracks of through holes complete all as specified and directed by engineer-in-charge 32 supply and fixing energy efficient led security light fitting of 35w pressure die cast aluminium housing/body, heat resistant clear toughened glass,better optics for uniform distribution street/roadway luminaire, with driver, including electric connection with using 3 core flexible copper conductor cable 1.5sqmm from ceiling rose to light fitting, fixing the light fitting with new bracket made out of gi tubing medium grade 32mm dia, 1.2 metre long bent to shape at 32 degree angle at half metre from bottom, including two nos clamps made out of ms flat iron size 25x3 mm with suitable nuts and bolts for fixing of bracket including painting to ms clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts (c) temp operating range : minus 10°c to plus 50°c (d) power factor : minimum 0.95(e) thd : max10%.(f) ip rating : ip66. (g) ik rating:minimum ik07 (h) built in potted led driver of the make as of the luminaire.(j) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(k) surge protection 10 kv (inbuilt + extended) (l) cct : 5700 k. (m) cri: more than 80 (n) lens - high efficiency wide angle lens. (o) bis approved fixtures and driver (p) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 33 rigid non metallic pvc conduit 20mm dia (external) for sub main/telephone wiring inclusive of all fittings such as tees, bends, elbow, reducers, junction boxes bell mouth tube ends and all fixing accessories such as couples, bolts, nuts, saddles, pipe hooks etc complete all as specified and as directed by engineer-in-charge. 34 material and labour for mild steel boxflush mounted of size 100mm x100mmx100mm having holes for 20 mm conduit entry including 02 pin tv socket outlet flush type marked with symbol of tv and 03 mm thick plastic laminated sheeet cover and making good disturbed surfaces of walls by using cm (1:3)complete all as specified and as directed by engineer-in-charge 35 supply, installing, commissioning and testing of electric water heater (geyser) storage type abs body of capacity 25 litres, bee approved 5 star rating, 230 v , single phase, ac supply, inner tank made out of heavy duty stainless steel sheet (designed with single weld line, factory tested with hydraulic pressure as per latest is code) with glass lined coating complete with all accessories such as safety valve, thermostate, nrv, connection piece pvc connection 600mm long heavy duty suitable for hot and cold water, three core pvc insulated pvc sheathed copper conductor flexible cable, 04 nos suitable size mild steel l-hook fastener with washer for hanging the geyser and making good the disturbed surface complete all as specified and directed by engr-in-charge. 36 supply and fixing for led light fitting 1x9w/1x10wbulkhead luminaires including led light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed. 37 supply and fixing earth continuity conductor or main earthing lead 32x6mm galvanised iron strip including nuts bolts and washer fixed to wall with saddles and fixing screws or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required including making good disturbed surface complete all as specified and as directed.note :- (i) conduit/pipe as required, same shall be measured & paid separately under respective item of this sch/boq. 38 subtotal 39 lump sum price worked out by the tenderer for“internal water supply works as listed in schedule ‘a’ section - iii (part-i) 40 sch a sec - iii (part-ii), internal water supply works 41 supply and fixing two way bib cock/angle stop valve with flange, cast copper alloy chromium plated, screwed down high pressure with on/off handle screwed ends suitable for 15 mm bore pipe iron pipe or for brass ferrule/unions and fixed complete all as specified and as directed. 42 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 16 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq. 43 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 20 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq. 44 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 25 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq.note for cpvc pipes : pipes inside the building shall be fixed concealed and outside the buildings shall be fixed on the surface with wall hooks as directed by engr-in-charge. 45 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 40 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq.note for cpvc pipes : pipes inside the building shall be fixed concealed and outside the buildings shall be fixed on the surface with wall hooks as directed by engr-in-charge. 46 supply and fixing single lever concealed diverter incl bath spout & shower complete all as specified and as directed by engineer-in-charge. 47 supply and fixing for brass chromium plated aquaguard/ro inlet valve or diverted valve with nozzle compatible for all type of water purifier fixing to steel pipe of socket of 15mm bore complete all as specified and as directed by engineer-in-charge. 48 supply and fixing for 40mm bore cpvc long handle vavle complete all as specified and as directed by engineer-in-charge. 49 supply and fixing health faucet fancy type, cp including 1.25 meter long 8mm dia flexible tube and including wall hook and fixing material complete all as specified and as directed by engineer-in-charge. 50 subtotal 51 lump sum price worked out by the tenderer for“road, pcc tiles andhume pipe culvert works) as listed in schedule ‘a’ section -iv (part-i) 52 sch a sec - iv (part-ii), road, pcc tiles andhume pipe culvert works 53 material and labour for premix bituminous concrete 40mm consolidated thicknesswith min 5.4 % binder content (bitumen of grade vg-30)by weight of total mix using sensor paver electronic sensing device for automatic leveling and profile control withi the specified toleranceand internal heating arrangement for the screed all as specified in table 500-17 of morth specification for road and bridge works 2013, rolled and compacted to required camber and gradient with tandem vibratory roller 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and as directed by engineer-in-charge. 54 material and labour for thermo plastic paint road marking 2mm thick painting (lines, dashes, arrows, letters etc) with road safety spikeries glass beads @ 8% by weight including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed by engineer-in-charge 55 supply and laying/fixing 80mm thick factory made chamfered edge cement concrete paver block of m-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & lick compacted bed farce dory meinod using fu mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as specified and as directed by engineer-in-chargenote:- tiles shall be approved by ge before incorporation in the work. 56 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 57 material and labour for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. 58 subtotal 59 lump sum price worked out by the tenderer for“(area drainageworks) as listed in schedule ‘a’ section -v 60 lump sum price worked out by the tenderer for“sewage disposal works as listed in schedule ‘a’ section - vi (part-i) 61 sch a sec - vi (part-ii), sewage disposal works 62 supply and laying dwcpe (sn8) drain pipes 180 (od)/163(id) mm dia pipe as per is-16098 (part-ii), laid in trenches on and including bed 100mm thick beding comprising of well compacted clean poorly graded gravel, gravel/sand mixture with little or no fines to required slope, including all accessories/fittings/jointing ring, jointing and testing complete all as specified and as directed by engineer-in-charge.note : excavation, earth work and pedestal /anchorage if required shall be measured & paid separately under respective item of sch 63 supply and laying dwcpe (sn8) drain pipes 200 (od)/175(id) mm dia pipe as per is-16098 (part-ii), laid in trenches on and including bed 100mm thick beding comprising of well compacted clean poorly graded gravel, gravel/sand mixture with little or no fines to required slope, including all accessories/fittings/jointing ring, jointing and testing complete all as specified and as directed by engineer-in-charge.note : excavation, earth work and pedestal /anchorage if required shall be measured & paid separately under respective item of sch. 64 subtotal 65 lump sum price worked out by the tenderer for“security fencing and gate works as listed in schedule ‘a’ section - vii 66 lump sum price worked out by the tenderer for “external water supply works as listed in schedule ‘a’ section-viii (part-i) 67 sch a sec - viii (part-ii),external water supply works 68 supplying, laying, jointing and testing ductileiron pipe (isi marked) class k-7, bore 150mm, confirming to is : 8329-2k, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (push-on joint) complete all as specified and as directed by engineer-in-charge.note : (i)earth work, di specials/ fittings shall be measured and paid separetly however cost of joining is included in overall cost quoted by the contractor. (ii) test certificate for pipes from manufacturer shall be produced. no payment shall be entertained without test certificate. 69 supply and fixing cast iron sluice valve 150 mm dia with flanged ends class pn 1.6(heavy duty isi marked) confirming to is:14846-2000, drilled type, complete with stainless steel spindle, ci gate with brass ring, iron wheel handle, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc complete all as specified and as directed by engineer-in-charge. 70 material and labour for construction of brick masonary valve pit chamber size 90 x90 x90 cm (internal dimension) using sub class b bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, pcc (1:3:6) type c-2 using 40 mm graded stone aggregate in foundation, coping on top in pcc (1:2:4) type b-1 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:3) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, ms sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer and embeded portion of ms work duly applying black bitumenous paint before embeded complete all as specified and as directed by engineer-in-charge. 71 subtotal 72 lump sum price worked out by the tenderer for“external electrification and lightning protection works as listed in schedule ‘a’ section - ix (part-i) 73 sch a sec - ix (part-ii), external electrification and lightning protection works 74 supply and fixing lightning arresters ht 11000 v non linear expulsion type complete with all fittings, transmission class, discharge capacity 65 kilo amp, confirming to is 3070 (part-i) 1985 complete all as specified and as directed by engineer-in-charge. 75 supply, installing, commissioning & testing energy efficient transformer suitable for 315 kva (level-2) step down floor mounted outdoor type 11/0.433kv, 3 phase, 50 hz ac, double wound core type copper wound, oil immersed, air naturally cooled with external cooling tubes, transformer delta connection on hv side and star connected on lv side in accordance with vector symbol dyn-11 (vector group 4) with neutral brought out on lv side with for earthing and having tapping on hv side for constant output so as to alter/vary secondary voltage (tapping range + 5 %to - 10% in equal step of 2.5 % ) changed by means of manually operated off load taps changing gear. the voltage regulation shall be as per is including first fill of transformer oil as per is-335 and including all fittings/accessories. the limit of temperature rise after continuous full load run as specified in is-1180 (part-i) 2014 and bee certified shall be suitably adjusted to suit the maximum ambient temperature of 55 degree centigrade as prevalent complete all as specified and as directed and shall be comprised with the following fittings and accessories :- 76 (a) oil conservator tank with fillings holes and cap filter type drain valve and oil level gauge. (b) silica gel breather with connecting pipe, first fill of dehydrating agent. (c) explosion relief mounted on tank with double diaphram and equalizer pipe connected to conservator air tank (pressure release valve) (d) air release valve plug (e) one cable box on lv side (secondary) consisting of 04 nos porcelain bushing with nuts, washers & bushing rods with 01 cable gland suitable for reception of taking out suitable size cable, including gland joints complete all as specified (f) explosive vent (g) 01 no 100 mm dial type thermometer vapor pressure type having range 0-120 degree centigrade with max temp indicator and resetting device incl max reading pointer washer etc. (h) thermometer pocket on tank cover (j) 04 nos plain solid ci detachable rollers (k) two nos earthing terminals marking plate. (l) rating plate and terminal marking plate(m) extra bushing for neutral outside the cable box brought out on lv side. (n) first filling of oil conforming to is and tested upto 60 kv dielectric strength (o) lifting lugs (p) oil drain valve with plug (q) one cable box on hv side (primary) consisting of 01 cable gland suitable for reception of taking in ht cable including gland joints complete all as specified (r) hand hole of sufficient size to assess interior of tank (s) dehydrating breather with first filling of dehydrating agent (t) two earthing terminal on tank body to facilitate fixing of 32x6mm gi strip. (u) rating plate with terminal marking plate (v) inspection cover. 77 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 78 (a) copper bus bar of 800 amp capacity, 4 strip mounted on porcelain insulators. (b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 36 ka, 500 amp (incomming).(c) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 25 ka, 125 amp - 07 (for 07 blocks).(d)mcb tpn 32 amps -01 nos (for street lights).(e) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(f) digital amp meter 96x96mm flush secure panel mounting type 0-400amp with selector switch with ct -01. (g) ryb led indicating lamp set of three -01. 79 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 80 (a)aluminium bus bar cap 150 amp capacity with heat shrinkable pvc colour sleeves - 04 nos.(b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 36 ka, 100 amp (incomming).(c) mcb spn with thermal magnetic release adjustable type with breaking capacity 16 ka, 32 amp - 16 (outgoing).(d) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(e) digital amp meter 96x96mm flush secure panel mounting type 0-400amp with selector switch with ct -01. (f) ryb led indicating lamp set of three -01. 81 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 82 (a)aluminium bus bar cap 150 amp capacity with heat shrinkable pvc colour sleeves - 04 nos.(b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 16 ka, 100 amp (incomming).(c) mcb spn with thermal magnetic release adjustable type with breaking capacity 16 ka, 20 amp - 07 (outgoing).(d) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(e) digital amp meter 96x96mm flush secure panel mounting type 0-100amp with selector switch with ct -01. (f) ryb led indicating lamp set of three -01. 83 supply and fixing cable junction box of size 280mm x 200mm x100mm or any other higher size (suitable for pole mounting) complete with fixing accessories. junction box should be insulated and made out of polycarbonate with glass fiber re-inforced material. the polycarbonate junction box shall be environment frinedly, recyclable, uv resistant, halogen and silicon free, anti acid and anti corrosive. the junction box knock out on four side wall and following specifications and all as directed by engr-in-charge :-(a) the junction box shall be rated for degree ofip 65 (ingress protection) in accordance with iec 60529.(b) the gasket material shall be polyurethane or silicon and gasket shall be internally embedded.(c) junction box must meet the provision laid down in iec 60998-1, iec-60695-22, iec 60670-2 to 5 and grey color according to ral-9011/ 7035.(d) the manufacturer of junction box shall submit a copy of iec certificate and glow wire test for 960 degree.(e)junction box shall be fire retardant and self extiguishing in accordance with iec60695-2 to 11, din vde 0304 part-3, ul94 v-2 flammability standard. (f) the impact strength of polycarbonate enclosures /boards i.e. the degree of protection against mechanical load shall be in accordance with en 50298-98 for ik08.(g) junction box shall have 4 pole tinned copper bus bar of size 25mmx3mm complete with one number 20amp mcb sp 10ka (h) manufacturer should submit routine test certificate for junction box. (j) suitable size of mild steel clamps and screws/nut bolt shall be used for fixing of junction box.. 84 material and labour for earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including giearthing strip 32x6mm by means of gi bolts/nuts/washers and protected by 40 mm bore gi light grade pipe upto 7.5 mtr length, fixing with 02 nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common saltall around bottom and top. 20 mmbore gi medium grade pipe for watering and including funnel, wire mesh, pcc chamber pit made with pcc (1:3:6) type c1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type ofsoil, returning filling and disposal of surplus soil to a distance not exceeding 50m,pit cover 40mm thick made with rcc (1:2:4) type b1 (using 20 mm graded stone aggregate) including tmt reinforcement 8mm dia @ 75mm c/c both way, ms handle 12mm dia, cover rest on ms angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer, complete all as specified & shown in electrical plate no. 3 ofssr 2009 (part-i) complete all as specified and as directed by engineer-in-charge.note:- (i) pcc chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) protection pipe and gi earthing strip upto 7.5 mtr from top of earth plate shall be included in the unit rate of this item. (iii) the earth testing arrangement should be done by the contractor as per direction of engineer-in-charge. 85 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 86 s&f for gi steel light grade 32 mm dia bent to shape of offset angle upto 45 degree for fixing of security light fitting gi pipe 1.5 mtrs including ms clamp and nut bolts complete all as specified and as directed by engr-in-charge. 87 subtotal 88 sch a sec - x, fire fighting eqpt works 89 supply and fixing fire hydrant landing valve type a (double head outlet) gunmetal of 65 mm dia with 63 mm dia female outlet complete and 65 mm inlet with rubber blank cap and chain as per is 5290-1983, suitable for brigade hose of 63 mm with couplings conforming to is 903 (for internal hydrant at ground floor to 3rd floor and roof) complete all as specified and as directed. 90 supply, installing, commissioning and testing of fire hose cabinet to be mounted externally near the hydrant post fabricated from 16 swg mssteel of appox size 800 mm x 600 mm x 450 mm with a canopy, door with 4 mm glass encased in heavy grade rubber beading, a key box in built in the box, suitable to accommodate one hydrant valve, one branch nozzle and 30 mtrs hose reel, weather proof, finished with and including painting of two coats of synthetic enamel paint of post office red colour over a coat of red oxide primer ( sample to be approved prior to entire supply) complete all as specified and as directed. 91 supply, installing, commissioning and testingof wall mounting swinging type first aid firehose reel with drum, hanging bracket, 30 mtr long and20mm dia high pressure hose reel as per is 444 with gunmetal shut off nozzle having 5mm dia orifice. the hose reel shall be conforming to is 884-1985. drum shall be fixed on adjoining wall through anchor fasteners/cement concrete book or ms stand as per site requirement complete all as specified and as directed. 92 supply, installing, commissioning and testing of 63mm dia gun metal, short type, instantaneous pattern branch pipe to suit fire hose delivery coupling of 63 mm size complete with gm nozzle of 20 mm nominal size conforming to is 8090 complete all as specified and as directed. 93 supply, installing, commissioning and testing of gun metal body butterfly valves of size 63mm dia, is:210, pn-16, confirming to is:13095 complete all as specified and as directed. 94 supply, installing, commissioning and testing of booster pump 30 m head, 450lpm discharge, 440 v, 3 phase, 50hz confirming to is- 12469 :1988 with ci casing bronze impeller and stainless steel shaft mounted on heavy duty bearings complete all as specified and as directed. 95 supply, installing, commissioning and testing 65mm nominal bore, wall thickness 6mm, ms heavy duty (c class) flanged pipe, isi marked (is : 1239) with all necessary fittings & fabrication like tees, elbows, flanges, reducers, gaskets, nuts and bolts etc welding or screwed joints as required including fixing of pipe with necessary standard clamps structural steel supports (chilly make) as required/directed at site including painting of two coats of synthetic enamel paint of post office red colour over two coats of red oxide primer complete all as specified and as directed. 96 supply and fixing trolley mounted water stored pressure type fire extinguishers, 9 ltr capacity conforming to is:13386 with extinguishing agent :water+afff and propelling nitrogen gas, wall bracket handle fitted with high pressure flexible discharge hose with discharge throw of 2-5 mtrs.,with isi certification markcomplete all as specified and as directed. 97 supply and fixing carbon-di-oxide 3 kgs capacity fire extinguisher (light weight squeeze grip type) fitted with high pressure wire braided hose and horn shall be flat type and equipped with diffuser inside the horn, and cylinder bearing no., confirming to is:15683:2006. fire rating 3a: 89b, isi certification mark complete all as specified and as directed. 98 supply and fixing dry chemical powder fire extinguisher ( abc powder ) 9 kgs capacity stored pressure type, ce mark valve with nrv & safety release provision with epdm rubber hose, the extinguisher is internally coated with epoxy polyester and externally coated with pure polyester powder and confirming to is:15683:2006. fire rating 3a: 89b, isi certification mark complete all as specified and as directed. 99 supply and fixing mechanical foam extinguisher of 9 ltr capacity and confirming to is:15683:2006 complete all as specified and as directed. 100 supply and fixing fire buckets (dry sand)of 7 kg capacity including hanging arrangements complete all as specified and as directed. 101 supply and fixing emergency exit sign board with double side adhesive tape vinyl sticker with forex board (green and white colour) 30 cm x 10 cm complete all as specified and directed. 102 subtotal 103 lump sum price worked out by the tenderer for“lift works as listed in schedule ‘a’ section - xi (part-i) 104 sch a sec - xi (part-ii), (lift works) 105 supply, installing, commissioning and testing 13 passenger lift, having 1.0 m/s car speed, gearless motor suitable for 3- ph, 415 v, 50 hz electric power supply, conforming to is-14665, suitable to serve g + 3 upper floors with ac variable voltage & variable frequency drive (vvvf drive), complete with all standard accessories, simplex full collective operation, centre opening doors with door drive, sliding stainless steel doors, automatic rescue device (ard) system, 2d infrared sensor in full height of door & built in press and speak 3 way intercom. complete all as specified and as directed and shall conform to the following specifications: 106 type of lift : passenger lift 107 capacity of lift : 884 kg, 13 person 108 rise : up to g+3 bldg 109 stop and opening - 04 stops with all opening on the same side 110 controller type : microprocessor based 111 drive : ac vvvf drive 112 power supply : 400/415 volts (3 phase ac) 113 operation : full collective operation 114 car group : simplex type 115 machine : gearless motor located above shaft in machine room 116 traction media : steel rope 117 car finish : rear mid panel, rear corner panel, side mid panels, side corner panels, front panels all are made of stainless steel ss304 with honey comb finish 118 false ceiling finish : stainless steel with hairline finish and with provision for led lights specified here-in-after. 119 ventilation : pvc heavy duty cross flow fans 120 hand rails : stainless steel finish round handrails on rear car panels 121 flooring :20mm thick granite to be provided in the recess car cabin floor and fixing with suitable adhesive over aluminium chequered plate in one piece minimum 3mm thick. 122 car door and landing door finish : stainless steel ss-304, mirror finish outside 123 fire rated doors : fire rating - 60 minutes 124 pit depth: 1600 125 overhead : 4500 126 hoistway dimensions(w x d – mm) : 2500 mm w x 1900 mm d 127 car size (w x d x h - mm) : as per is-14665 (part 3 sec-i) : 2000, height 2200 mm 128 car & hoistway door type : central opening (co) doors 129 door opening (w x h - mm) : 900 mm w x 2000 mm h 130 door operator : vf 131 cop : cop (car operating panel) and lop (landing operating panel) in stainless steel hairline finish with display. 132 car position indicator : dot matrix type 133 hall fixtures : dot matrix type 134 hall fixture face plate : stainless steel hairline finish-ss-304 135 hall button arrangement: hall and call buttons with illumination and braille 136 car and counter weight guide as per oem recommendation 137 terminal buffers metal spring/oil buffer as per oem recommendation 138 standard features :anti-nuisance car call protection, independent service, overload device, nudging, emergency car light unit, infrared curtain door protection, door time protection, emergency alarm button, extra door time of lobby & parking door open/close button, manual rescue operation, auto fan cut off, over speed governor for car 139 also included : emergency firemen’s service, automatic rescue operation, intercom. 140 car enclosure: manufactured with stainless steel frame not less than 1.5mm with honey combfinish (ss-304) having stainless steel false ceiling with hairline finish, internal lighting arrangement with led sleek light fittings (as per manufacturer’s instructions, minimum 04 nos) operated on commercial supply and one led light fitting operated on battery with inverter as emergency light, complete internal ventilation system provided with concealed axial / cross flow fan with auto cut-off system and stainless steel grill / wire-mesh for protection 141 floor announcement system in car cabin 142 signals: (a) combined luminous hall buttons with led hall position indicators at all floors (b) led car position indicator panel of stainless steel (c) car operating panel of stainless steel with luminous buttons in car (d) car direction indicator in car & landing (e) battery operated alarm bell & emergency light (rechargeable) along with suitable maintenance free battery. (the system shall be separate from ard batteries.) (f) overload warning feature in car cabin (display / announcing type both) (g) one firemans switch to be installed at ground floor near landing door. (h) all signal fixtures & car operating panel on hairline stainless steel face plate with hairline finish (j) infrared door sensor safety edge of door for entire height. 143 safety device: (a) automatic rescue device (ard) / automatic landing device operating with maintenance-free batteries having suitable capacity. the batteries must have auto charging facilities. (b) the ard actuation time shall be less than one second after failure of power supply and when ard is operative the car shall stop at the nearest floor and then doors shall open. 144 operation: simplex, full collective automatic operation 145 machine room: located above the hoist way, details as per building drawings 146 hoist way: construction details as per building drawings 147 civil work: necessary civil work viz. making good disturbed surfaces, modification to landing space to suit car size, necessary foundation to machine(s), etc. 148 one number of wall mounted type telephone instrument installed inside of car cabin along with fixing arrangement and telephone cable of suitable size from car cabin to machine room run along with travelling cable. the telephone instrument shall be connected in the telephone db installed in the machine room 149 looking mirror of size 1200x900mm, 5.5mm thick to be provided on rear panel wall (opposite to main door) of car cabin above hand rail 150 provision of suitable size of copper conductor xlpe insulated cable from lift panel installed at ground floor to machine room will deemed to be included the rate quoted by the contractor 151 subtotal 152 lump sum price worked out by the tenderer for“excavation, earthwork and site development works as listed in schedule ‘a’ section - xii 153 schedule a section -xiii (furniture works) 154 almirah small steel as per drawing no. fd-1032 sheet no. 1/1 155 book shelf open (large) steel as per drawing no. fd-69(m) sheet no. 1/1 156 bed hard as per drawing no. fd/e6/map/08(r) sheet no. 1/1 157 chair verandah as per drawing no. fd/e6/map/11 sheet no. 1/1 158 charpoy folding ip with hard top as per drawing no. fd-388(r) sheet no 1/1 159 peg table as per drawing no. fd/map/11 sheet no. 1/1 160 rack shoe steel as per drawing no. fd/e6/map/02(r) sheet no. 1/1 161 table bed side as per drawing no. fd/e6/map/15(r) sheet no. 1/1 162 table centre as per drawing no. fd/map/08 sheet no. 1/1 163 dressing table including stool as per drawing no. fd/map-ii/07 sheet nos 1/2 & 2/2 164 chair dining jcos/ors as per drawing no. fd/map-ii/05 sheet no. 1/1 165 chair easy per drawing no. fd-229 sheet no. 1/1 166 chair writing as per drawing no. fd-280 sheet no. 1/1 167 charpoy with hard top as per drawing no. fd/map-ii/01 sheet no. 1/1 168 mirror dressing(gents) as per drawing no. fd/e6/map/16 sheet no. 1/1 169 table dining 4 persons as per drawing no. fd/map-ii/03 sheet no. 1/1 170 table with drawer (900 mm x 600 mm x 760 mm) as per drawing no. fd-283 sheet no. 1/1 171 chair school with hand board as per drawing no. fd/e6/map/05 sheet no. 1/1 172 note:-quantities of materials given on standard drawings are for guidance only. the contractor shall work out the quantities of materials required for each item of boq and quote his rate accordingly no claim shall be entertained on account of inaccuracy in the quantities of these materials and workman ship which shall be as specified in particular specifications and as approved. the drawing nos mentioned in boq item no 184 to 264 shall form part of tender document which will not be attached with tender document. the tenderers are deemed to be in possession and conversant fully with the drawing shown in standard furniture designs including amendments published by ahq, engineer-in -chief, new delhi. for reference and guidance the tenderer may study and see these drawings in the any office ofgarrison engineer in mes before quoting their rates. no claim shall be entertained regarding misinterpretation of the drawings at a later stage. 173 subtotal 174 lump sum price worked out by the tenderer for“arboriculture works as listed in schedule ‘a’ section - xiv (part-i) 175 schedule a section -xiv (part-ii) (arboriculture works) 176 material and labour for grassing with selection no.1 grass including enough watering and maintance of the lawn till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed including supplying and spreading of neem oil cakes, manure or sludge and chemical required for preparation of the ground for plantation of grass complete all as specified and as directed. 177 supply and planting of hedge and shrubbery (anarmi, ficus and the like) as directed by engineer-in-charge minimum 3 feet above gl including creation of beds by excavating 60 cm deep and 60 cm wide trenching the excavated base to a further depth of 30 cm refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio 8:1 (8 part of stacked volume of earth after reduction of 20 % with 1 part of stacked volume of sludge or manure ater reduction by 8%) flooding with water filling with earth if necessary, watering and finally fine dressing leveling etc including stacking and disposal of material declared unserviceable and surplus earth by spreading and leveling as directed within a lead 50 m and lift upto 1.50 m complete all as specified and as directed. 178 supply and laying/fixing 60mm thick factory made chamfered edge cement concrete paver block of m-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & lick compacted bed farce dory meinod using fu mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as specified and as directed by engineer-in-chargenote:- tiles shall be approved by ge before incorporation in the work. 179 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 180 supply and laying factory made kerb stone of size 30x15x45cm of m-25 grade cement concrete laid 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 all as specified and as directed by engineer-in-charge 181 supplying following plants in poly bags 0.25 m to 0.30m dia with height 1.20 m to 1.80 m including digging holes 1.20m dia x1.2m deep in ordinary soil and refilling the same with the excavated earth mixed with manure of approved quality or sludge in ratio 2:1(2 parts of stacked volume of earth after reduction of 20% with 1 part of stacked volume of sludgeor manure after reduction by 8%) flooding with water and removal of surplus soil, with & including antitermite treatment using suitable chemicals or pesticides of approved quality, as required and making thaola all as specified and as directed by engineer-in-charge.note :- contractor shall maintain the trees till physical completion of contract.unit rate quoted is inclusive of replacement of dead trees,manures and all fertilizers mentioned above is inclusive in rate quoted. 182 neem tree. 183 canerydate palm 184 gulmohar 185 fruit bearing trees 186 plumeria 187 supplying plants flower like ticoma, rose,motia, chandni, lxora, marigold rose, vinca (any colour) as directed of height not less than 0.60m above gl including digging holes 1.20m dia x1.2m deep in ordinary soil and refilling the same with the excavated earth mixed with manure of approved quality or sludge in ratio 3:1(one part of manure & 3 part of soil) manure 200 gm per plant ,flooding with water and removal of surplus soil n.exc 1.50 km and depositing where directed with & including using suitable chemicals or pesticides of approved quality, as required and making thaola all as specified and as directed by engineer-in-charge.note :- contractor shall maintain the trees till physical completion of contract.unit rate quoted is inclusive of replacement of dead trees,manures and all fertilizers mentioned above is inclusive in rate quoted. 188 supply and fixing precast rcc 1:1.5:3 type a1 lawn bench and backsupport of size 1.50 x 0.60m of maximum three person seating capacity supporting precast rcc type a1 for back and base with including assemble the precast member with suitable nutt & bolt and placing and anchoring with hold fast 350mm - 16mm dia ms bar on concrete base (size 1.20x0.60m for each support) with 100mm thick pcc 1:2:4 type b1 over 150mm thick sub base pcc 1:4:8 type d2 complete all as specified and as directed by engineer-in charge 189 subtotal 190 schedule a section -xv ( maintance) 191 material and labour for the plants/hedge/grass by weeding, hosing, saucer making once in every month for plants/hedge, once in every 15 days for carpet grass/country grass/doob grass, bermuda grass, pruning dired ranches once in every week, depositing the material at place of dead plants of same species and height turning with dods whenever required by replacing the dead patches of grass of any type with same grass as required without any extra cost to the department all as specified and as directed. (plants of various species -678 nos (approx), hedge and shruery - 520 rm (approx) and grass - 4000 sqm( approx) 192 subtotal

corporations/Associations/Others

TRN :49056804 | 23 May, 2025

Tender Value : 18.27 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for annual civil & electrical m&r work for residential building situated at 20-clive road hydel colony, prayagraj - 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for all kinds of soil. 2 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. for all kinds of soil. 4 excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 5 providing and laying in position cement concrete of grade 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) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position cement concrete of grade1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 7 providing and laying in position cement concrete of grade 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 8 providing and laying cement concrete 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) in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 9 providing and fixing up to floor five level precast cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering complete. 10 providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 11 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 12 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 13 providing and laying in positiongrade 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) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 14 providing and laying in positiongrade 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) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 15 reinforced cement concrete 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)work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 16 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). 17 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 18 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 centering and shuttering including strutting, propping etc. and removal of form forsuspended floors, roofs, landings, balconies and access platform 20 centering and shuttering including strutting, propping etc. and removal of form for shelves (cast in situ) 21 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers 22 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts 23 centering and shuttering including strutting, propping etc. and removal of form for stairs, (excluding landings) except spiral-staircases 24 centering and shuttering including strutting, propping etc. and removal of form for spiral staircases (including landing) 25 centering and shuttering including strutting, propping etc. and removal of form for small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 26 centering and shuttering including strutting, propping etc. and removal of form for small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like 27 centering and shuttering including strutting, propping etc. and removal of form for weather shade, chajjas, corbels etc., including edges 28 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 29 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 30 mild steel and medium tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 31 mild steel and medium tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 32 smooth finishing of the exposed surface of r.c.c. work with 6 mm thick cement mortar 1:3 (1 cement : 3 fine sand). 33 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 34 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) 35 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) 36 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) 37 half brick masonry 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. cement mortar 1:4 (1 cement :4 coarse sand) 38 providing and fixing 18 mm thick granite stone slab of colour black, cherry/ruby red 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 of edges to give high gloss finish etc. complete at all levels (area of slab over 0.50 sqm) 39 providing edge moulding to 18 mm thick granite workcounters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. 40 extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 41 providing and fixing plywood 4 mm thick, one side decorative veneer conforming to is: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : 42 providing and fixing 4mm thick coir veneer board, isi marked is : 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 43 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. 44 providing second class teak wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 45 providing and fixing 2nd class teak wood size 50x12 mm moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 46 providing and fixing second class teak wood panelled or panelled and glazed 30 mm thick 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 hingesand necessary screwsshall be paid separately) 47 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. 48 providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 49 providing and fixing30mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned and chemically treated hollock wood) 50 providing and fixing35mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheesham wood) 51 providing and fixing30mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheesham wood) 52 providing and fixing30mm thick panelled or panelled & glazed shutters for cup board using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(second class teak wood including isi marked anodised aluminium butt hinges with necessary screws) 53 providing and fixing isi marked 35mm thick 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 ( including isi marked stainless steel butt hinges with necessary screws) 54 providing and fixing isi marked 30mm thick 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 ( including isi marked stainless steel butt hinges with necessary screws) 55 providing and fixing isi marked 35mm thick 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 ( including isi marked stainless steel butt hinges with necessary screws) 56 extra for providing and fixing flush doors with on one side only decorative veneering instead of non decorative isi marked flush door shutters conforming to is: 2202 (part i) 57 providing and fixing 12mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 58 providing and fixing 20mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 59 providing and fixing 25mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 60 providing and fixing 20mm dia (heavy type) nickel plated m.s. pipe curtain rods with nickel plated brackets : 61 providing and fixing 25mm dia (heavy type) nickel plated m.s. pipe curtain rods with nickel plated brackets : 62 providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 63 providing and fixing 125x65x2.12 mm isi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 64 providing and fixing 100x58x1.90 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 65 providing and fixing 75x47x1.70 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 66 providing and fixing 50x37x1.50 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 67 providing and fixing 150 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 68 providing and fixing 125 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 69 providing and fixing 100 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 70 providing and fixing 250x16 mm isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete (copper oxidised as per is 1378) 71 providing and 250x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 72 providing and 200x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 73 providing and 150x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 74 providing and 100x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 75 providing and fixing isi marked 85x42 mm oxidised m.s. pull bolt lock conforming to is : 7534 with necessary screws bolts, nut and washers etc. complete (copper oxidised as per is 1378). 76 providing and fixing 125 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 77 providing and fixing 100 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 78 providing and fixing 75 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 79 providing and fixing 150 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 80 providing and fixing 115 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 81 providing and fixing 90 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 82 providing and fixing 300 mm (weighing not less than 330 grams) oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete (copper oxidised as per is 1378) 83 providing and fixing 125mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 84 providing and fixing 100mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 85 providing and fixing 75mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 86 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 87 providing and fixing triple strip vertical type magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 88 providing and fixing double strip (horizontal type) magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 89 providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. the hinge side vertical of the frames reinforced by galvanized m.s. tube of size 19 x 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of engineer- in-charge (extruded section profile size 48x40 mm) 90 providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. the hinge side vertical of the frames reinforced by galvanized m.s. tube of size 19 x 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of engineer- in-charge (extruded section profile size 42x50 mm) 91 providing and fixing 12 mm thick fire retardant plywood conforming to is: 5509 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. 92 providing and fixing cup board shutters 25 mm thick, with pre-laminated flat pressed three layer particle board or graded wood particle board is: 12823 marked, exterior grade (grade l type ll), having one side decorative lamination and other side balancing lamination, including iind class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the engineer-in-charge 93 providing and fixing aluminum u beading of required size to pre-laminated/flush door shutter, including fixing etc. complete as per direction of engineer-in-charge. 94 providing and fixing casement handle made of zinc alloyed (white powder coated) for upvc casement window with necessary screws etc. complete. 95 providing and fixing zinc alloyed (white powder coated) touch lock for upvc sliding window with necessary screws etc. complete. 96 providing and fixing steel roller for upvc sliding window with necessary screws etc. complete. 97 providing and fixing steel roller for upvc sliding door with necessary screws etc. complete. 98 providing and fixing steel (white power coated) crescent lock for upvc sliding window/ door with necessary screws etc. complete. 99 providing and fixing 18mm thick both sides pre-laminated cement bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of engineer-in-charge (note: fittings to be paid separately). 100 providing and fixing 6mm thick both sides pre-laminated cement bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of engineer-in-charge. 101 providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed bwp grade marine ply as per is 710 of approved brand including 2mm thick pvc edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of engineer-in-charge.(payment of providing and fixing auto closing hinges shall be paid separately) 102 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. 103 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of t-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 104 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.(using m.s. angels 40x40x6 mm for diagonal braces) 105 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.). 106 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. 107 brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar with 1:6 (1cement : 6 coarse sand) including filling the joints with same mortar, with common burnt clay non modular bricks: 108 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks. 109 40 mm thick with 20 mm nominal size stone aggregate 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. 110 18 mm thick cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 111 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. 112 cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. 113 25 mm thick 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) : 114 deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. 115 fixing glazed/ ceramic/ vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (water based) conforming to is: 15477, in average 3mm thickness. 116 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. 117 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. 118 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 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 @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 119 providing and laying vitrified floor tiles size 600x600 mm(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 @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 120 providing 1 mm thick with zinc coating not less than 275 gm/ m² corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 121 making khurras 45x45 cm 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 m x1 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. 122 providing & fixing 0.56 mm, aluminium color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm at all heights, levels and locations colour finish aluminium alloy roofing sheets of alloyis designation31500, temper hx8 conforming to is 737 and dimensions as per is code 2676 with characteristics of good formability and corrosion resistance. the profile sheets shall be fixed to truss members in slope or required pitch or curvature with hex cap headed self drilling/tapping stainless steel screws m6, 50 mm long with 3 mm epdm seal washer etc. all inclusive of labour, scaffolding, t&p and sundries etc. complete as per directions of the engineer-in-charge. (cost of truss/frame work shall be paid separately). 123 providing and fixing precoated/mill finish aluminium ridges plain (500- 600mm) of pre-coated colour or mill finishaluminium roofing accessories in 0.71 mm thickness ,alloy 31500 (is designation) [aluminium alloy (aa) 3004 (iso designation)]for color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping ss screws of size 6 x 50mm with 3mm thick epdm seal and ss plain washer complete : 124 providing 10 mm thick plaster of paris (gypsum anhydrous) flat surfaces ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 125 12.5 mm thick fully perforated gypsum board tile made from plasterboard having glass fibre conforming to is: 2095 part i, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an nrc (noise reduction coefficient) of 0.79, with 50 mm resin bonded glass wool backing. 126 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 127 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 128 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) 129 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) 130 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 131 neat cement punning. 132 distempering with 1st quality acrylic distemper (ready mixed) new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than50 gram/litre of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 133 finishing walls for new work (two or more coats applied @ 3.84 kg/10 sqm) with water proofing cement paint of required shade : 134 finishing walls for new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) with acrylic smooth exterior paint of required shade : 135 finishing walls for new work (two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. with ready mixed premium acrylic emulsion paint (company depot tinted) having voc less than 50 gm/litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shadewith silicon additives. 136 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 137 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 138 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 139 painting (two or more coats) on 100mm diameter rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 140 painting (two or more coats) on 150mm diameter rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 141 painting two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 142 polishing on new wood work with ready mixed wax polish of approved brand and manufacture : 143 lettering with black japan paint of approved brand and manufacture 144 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. 145 distempering for old work (one or more coats) with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour 146 applying priming coats with water thinnable cement primer on wall surface having voc content less than 50 grams/litre of approved brand and manufacture. 147 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of engineer-in-charge. 148 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 149 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. 150 polishing on old wood work with ready made wax polish of approved brand and manufacture : 151 painting (one or more coats) with black japan paint of approved brand and manufacture to give an even shade. 152 finishing walls for old work (two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface with acrylic smooth exterior paint of required shade : 153 repairs to plaster of thickness 12 mm to 20 mm with cement mortar 1:4 (1 cement : 4 fine sand) 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. 154 fixing door 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. 155 fixing chowkhat in existing opening in brick/ rcc wall with dash fasteners/chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including cost of dash fasteners/ chemical fastener. 156 making the opening for door/ window/ clerestory window in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of engineer-in-charge. 157 renewing float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) with putty and nails wherever necessary including racking out the old putty: 158 renewing float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) with putty and nails wherever necessary including racking out the old putty: 159 renewal of old putty of glass panes (length) 160 refixing old glass panes with putty and nails 161 fixing old glass panes with wooden fillets (excluding cost of fillets) 162 renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 163 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 164 providing and fixing 20 mm diameter. brass curtain rods ofwall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 165 repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modifiedself curing mortar, including disposal of rubbish, all completeas per the direction of engineer-in-charge. 166 cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of engineer-in-charge. 167 disconnecting damaged overhead/terrace pvc water storage tankof any size from water supply line and removing from the terrace including shifting at ground level as per direction of engineer-in-charge. 168 providing & fixing orissa pattern w.c pan of size 580x440 mm white vitreous china water closet squatting pan (indian type) along withs or p trap including dismantling of old wc seat and s or p trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of engineer-in charge. 169 dismantlingw.c.pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in-charge. 170 dismantling 15 to 40 mm dia g.i. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of engineer-in-charge.(a) internal work- exposed on wall 171 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. 172 demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 173 demolishing nominal cementconcrete 1:3:6 or richer mix (i/c equivalent design mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 174 demolishing nominal cementconcrete 1:4:8 or leaner mix (i/c equivalent design mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 175 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 176 demolishing brick work in cement mortar 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. 177 removing mortar from bricks in from brick work in cement mortar and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 178 dismantling doors, windows and clerestory windows (steel or wood) shutter of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 179 dismantling doors, windows and clerestory windows (steel or wood) shutter of area beyond 3 sq. metres including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 180 taking out doors, windows and clerestory window shutters (steel or wood) of area 3 sq. metres and belowincluding stacking within 50 metres lead : 181 taking out doors, windows and clerestory window shutters (steel or wood) of area beyond 3 sq. metres including stacking within 50 metres lead : 182 dismantling for thickness of tiles 10 mm to 25 mmwork in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 183 dismantling for thickness of tiles above 25 mm and up to 40 mmwork in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 184 demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 185 dismantling g.s. sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the material within 50 metres lead of: 186 dismantling asbestos cement sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the material within 50 metres lead of: 187 dismantling tiled roofing with battens, boarding etc. complete includingstackingofserviceablematerialanddisposalofunserviceable material within 50 metres lead. 188 dismantlingbarbedwireorflexiblewireropeinfencingincludingmaking rolls and stacking within 50 metres lead. 189 dismantling40 mm thick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 metres lead : 190 dismantling40 mm to 75mmthick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 metres lead : 191 dismantling cement asbestos or other hard board ceiling or partition wallsincludingstackingofserviceablematerialsanddisposalof unserviceable materials within 50 metres lead. 192 dismantling of flushing cistern of all types(c.i./pvc/vitrious china) includingstackingofusefulmaterialsnearthesiteanddisposalofunserviceable materials within 50 metres lead. 193 dismantling old plaster or skirting raking out joints and cleaning the surfaceforplasterincludingdisposalofrubbishtothedumping ground within 50 metres lead. 194 dismantlingaluminium/gypsumpartitions,doors,windows,fixed glazing and false ceiling including disposal of unserviceable material andstackingofserviceablematerialwithin50metersleadas directed by engineer-in-charge. 195 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping groundorasapprovedbyengineer-in-charge,beyond50minitial lead, for all leads including all lifts involved. 196 cuttingroadandmakinggoodthesameincludingsupplyofextra quantities of materials i.e. aggregate, moorum screening, red bajri and labour (required.bituminous portion) 197 paintingroadsurfacemarking for new work (two or more coats) withadequatenosofcoatstogive uniform finish with ready mixed road marking paint conforming to is : 164, on bituminous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmaterialetc. complete. 198 paintingroadsurfacemarking for old work (one or more coats) withadequatenosofcoatstogive uniform finish with ready mixed road marking paint conforming to is : 164, on bituminous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmaterialetc. complete. 199 taking out existing cc interlocking paver blocks from footpath/ central verge,includingremovalofrubbishetc.,disposalofunserviceable materialtothedumpingground,forwhichpaymentshallbemade separately and stackingof serviceable materialwithin 50metre lead as per direction of engineer-in-charge. 200 layingoldcementcocreteinterlockingpaverblocksofanydesign/ shapelaidinrequiredline,level,curvature,colourandpatternover and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineer- in-charge. (old cc paver blocks shall be supplied by the department free of cost). 201 providing and laying 80mmthickc.c.paverblockofm-35gradewith approved colour design and pattern.factory made chamfered edge cement concrete paverblocksinfootpath,parks,lawns,drivewaysorlighttraffic parkingetc,ofrequiredstrength,thickness&size/shape,madeby tablevibratorymethodusingpumould,laidinrequiredcolour& patternover50mmthickcompactedbedof sand,compactingand properembedding/layingofinterlockingpaverblocksintothesand beddinglayerthroughvibratorycompactionbyusingplatevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. completeall as per direction of engineer-in-charge. 202 providing andfixingwhitevitreouschinaorissapatternw.c.panofsize 580x440 mm with integral type foot rests waterclosetsquatting pan(indian typew.c. pan)with100mmsandcastironporstrap,10litrelowlevel whitep.v.c.flushingcistern,includingflushpipe,withmanually controlleddevice(handlelever)conformingtois:7231,withall fittingsandfixturescomplete,includingcuttingandmakinggood the walls and floors wherever required: 203 providing and fixing w.c. pan with isi marked white solid plastic seat and lid 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 makeandmosquitoproofcouplingofapprovedmunicipaldesign complete,includingpaintingoffittingsandbrackets,cuttingand making good the walls and floors wherever required : 204 providingandfixing oneurinalbasinwith5litrewhitep.v.c.automaticflushing cistern whitevitreouschinaflatbackorwallcorner typelippedfronturinalbasinof430x260x350mmand 340x410x265 mm sizes respectively with automatic flushing cistern withstandardflushpipeandc.p.brassspreaderswithbrass unions and g.i clamps complete, including painting of fittings and brackets,cuttingandmakinggoodthewallsandfloorswhereverrequired : 205 providingandfixingwhitevitreouschinawashbasinsize550x400mm with a pair of 15 mm c.p. brass pillar taps washbasinwithc.i.brackets,15mmc.p. brasspillartaps,32mmc.p.brasswasteofstandardpattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 206 providing and fixing wash basin with c.i. brackets, 15 mm dia cp brasssingleholebasinmixerofapprovedqualityandmake, including painting of fittings and brackets, cutting and making goodthe walls wherever required:- (a)white vitreous china wash basin size 550x400 mm with a 15 mm cp brass single hole basin mixer 207 providingandfixingwhitevitreouschinapedestalforwashbasin completelyrecessedatthebackforthereceptionofpipesand fittings. 208 providing and fixing 610x510 mm bowl depth 200 mm stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required (kitchen sink without drain board) 209 providing and fixing 8 mm dia c.p. / s.s. jet with flexible tube upto 1 metre long with s.s. triangular plate to eureopean type w.c. of quality and make as approved by engineer - in - charge. 210 providing and fixing 10 litre capacity - white p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. 211 providing and fixing 10 litre (full flush) capacity-white controlled flush, low level cistern made of vitreous china with all fittings complete. 212 providing and fixing g.i. inlet connection for flush pipe connecting with w.c. pan. 213 providing and fixing cp brass 32mm size bottle trap of approved quality & make and as per the direction of engineer-in-charge. 214 providing and fixing15 mm nominal dia cp brass single lever telephonic wall mixer of quality & make as approved by engineer in charge. 215 providingandfixing 32mm diaflexible pipe p.v.c.wastepipeforsinkorwashbasin including p.v.c. waste fittings complete. 216 providing and fixing 100 mm sand cast iron grating for gully trap. 217 providingandfixinginposition25mmdiametermosquitoproofcoupling of approved municipal design. 218 providing and fixing 600x450 mm beveled edge mirror of superior glass(ofapprovedquality)completewith6mmthickhardboard ground fixed to wooden cleats with c.p. brass screws and washerscomplete. 219 providing andfixing circular shape 450 mm dia mirrorofsuperiorglass(ofapprovedquality)andofrequiredshapeandsizewithplasticmouldedframeof approved make and shade with 6 mm thick hard board backing : 220 providing andfixing 600x120x5 mmglass shelfwith edges round off, supported on anodised aluminium angle frame with c.p. brass bracketsandguardrailcompletefixedwith40mmlongscrews, rawl plugs etc., complete. 221 providing and fixing c.p. brass toilet paper holder : 222 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. 223 providing and fixing ptmt towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 224 providing and fixing ptmt 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 225 providing and fixing ptmt 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. complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 226 providing and fixing ptmt shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 227 providing and fixing ptmt 15 mm urinal spreader size 95x69x100 mm with 1/2 bsp thread and shapes, weighing not less than 60 gms. 228 providing and fixing 15 mm nominal dia 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) 229 providing and fixing 20 mm nominal dia 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) 230 providing and fixing 25 mm nominal dia 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) 231 providing and fixing 15 mm nominal dia 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) 232 providing and fixing 20 mm nominal dia 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) 233 providing and fixing 25 mm nominal dia 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) 234 providing and fixing 15 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 235 providing and fixing 20 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 236 providing and fixing 25mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 237 providing and fixing 32mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 238 providing and fixing 40mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 239 providing and fixing 50mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 240 providing and fixing 15 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 241 providing and fixing 20 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 242 providing and fixing 25 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 243 providing and fixing 15 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 244 providing and fixing 20 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 245 providing and fixing 25 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 246 providing and fixing 32 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 247 providing and fixing 40 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 248 providing and fixing 50 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 249 providing and fixing 25 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 250 providing and fixing 20 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 251 providing and fixing 32 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 252 providing and fixing 15 mm nominal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 253 providing and fixing 20 mm nominal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 254 providing and fixing 15mm norminal bore 45 cm length uplasticised pvc connection pipe with brass unions : 255 providing and fixing 20mm norminal bore 45 cm length uplasticised pvc connection pipe with brass unions : 256 providing and fixing 100 mm diameter c.p. brass shower rose with 15 or 20 mm inlet : 257 providing and fixing 150 mm diameter c.p. brass shower rose with 15 or 20 mm inlet : 258 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 259 providing and fixing 15 mm nominal bore c.p. brass bib cock of approved quality conforming to is:8931 : 260 providing and fixing 15 mm nominal bore c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 261 providing and fixing 15 mm nominal bore c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 262 providing and fixing 15mm nominal bore c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 263 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 264 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 265 providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15) 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 rubber/ 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 fastenersto be paid for separately) :(for fixed portion) 266 providing and fixing powder coated aluminium (minimum thickness of powder coating 50 micron) 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 rubber/ 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 fastenersto be paid for separately) :(for fixed portion) 267 providing and fixing glazing with float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 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): 268 providing and fixing glazing with float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)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): 269 providing and fixing glazing with float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)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): 270 providing and fixing with stainless steel cover plate minimum 1.25 mm thicknessdouble 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. 271 providing and fixing with brass cover plate minimum 1.25 mm thicknessdouble 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. 272 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. this layer will be allowed to air cure for 4 hours.(b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) 273 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 tiling with cement mortar (which will be paid for separately. (for the purpose of measurement the entire treated surface will be measured.) 274 providing & applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer(dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of engineer-in-charge. 275 providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of rcc structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. after cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. over the primed surface swellable type water stop tape shall be placed. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. the product performance shall carry guarantee for 10 years against any leakage. 276 providing and fixing with15mmthick fullyperforatedsquare/buttedgelightweightcalcium silicate panels/ tiles in position wall panelling at all heights with integral densified calcium silicatepanels/tilesofsize595x595mm,havingnrc(noisereductioncoefficient)of0.50 (minimum) as per is 8225:1987, light reflectance of 85% (minimum). non combustible as per bs:476 (part-4), fire performance as per bs:476 (part 6 &7), humidity resistanceof 100%,thermalconductivity<0.043w/mk asperastm518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mmthickpressedsection(galvanizing@120gramspersqmincludingbothsides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor andceilingchannel sectionofsize50x32mfixedtothefloorandsoffitat600mm centersusing12mmdia,50mmlongwedgetypeexpandedzincalloy dashfastnerwith 10mm bolt. this same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. glasswool of 50mm thickness is then to be inserted in the slots and finallycalcium silicate non combustible panels/tiles are to bescrew fixed withselftapping panheadnickel coatedmild steelscrewsofsize13x3.2mmon tothisgridleavingan evengroove of1 mm betweenthepanels. the joints betweenthepanelsaretobedulyjointedandfinishedusingrecommendedjointing calcium silicate based compound and fiber joint tape roll 50mm wide(90 metre )roll and twocoatsofprimersuitableforpanellingaspermanufacturersspecificationasper direction of engineer-in-charge all complete. 277 providing and fixing with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6 mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%,lightreflectance=85%,thermalconductivityk=0.052-0.057w/mk,fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t- grid of hot dipped all round galvanized iron section of 0.33 mmthick (galvanized @120 gsm)comprisingofmaintrunnersof15x32mmoflength3000mm,crosstofsize 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length600mm toform gridmoduleofsize 600x600mm suspendedfrom ceiling using galvanizedmildsteelitem(galvanised@80gsm)50mmlong8mmouterdiameterm-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l- shapeleveladjusterofsize85x25x2mm,spacedat1200mmcentretocentrealong main‘t’.thesystemshouldrestonperipherywalls/partitionswiththehelpofgi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thicksheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry walls.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carriedoutasperspecifications,drawingsandasperdirectionsoftheengineer-in- charge. 278 providingandfixingharddrawnsteelwirefabricofsize75x25mmmeshorother suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 279 fillingofjointsbetweenrccplinthbeam/floorslabandwallpanelofexternalwalls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case headroomatthetimeoferectionofgfrgpanelswithgroutrw/equivalentsealant compound after the erection of panelbeforethe infill of concrete in panel cavities and fine finish. this applies for all horizontal and vertical joints between gfrg wall and slab panels. 280 waterproofingtreatmentofverticaljoints(ofexternalsideandinternalside)between doorframe,window&ventilatorframes(onallfoursides)ofouterwalloverthe zycosil/equivalent & zycoprime/equivalent solution already applied (before the installation of door / window / ventilator frames in position) and fine finish with grout rw/equivalent. 281 waterproofingtreatmentofrccsunshadewith zycosil/equivalentwaterproofing solution(1litreofzycosil/equivalent&20litresofwaterstirredfirst&2litresof zycoprime/equivalent addedandstirred (total23litres))till itmeetsthesaturationlevel and testing as per rilem or bywater drops test in which water drops do not absorb but drops remain or rolls. 282 in-filling / sealing of joint between rcc lintel cum sunshade and wall (on external side) in all floors by pushing in grout rw/equivalentin paste form and coving 20 mm x 20 mm after applying a coat of zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of rcc sunshade. 283 concreteworkwith40mmgaugebrickballastobtainedfrombreaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 as in csi no. 5.01 includingcost of all labour, materials, t&p etc required for proper completion of work. 284 brickworkinfoundation&plinthwitholddismantled bricks(suppliedby departmentfreeofcost)andcoarsesand mortarin1:6includingsupply ofallothermaterials,labour,removingmortar&cleaningofold&usedbricks,t&p etc complete. 285 supply and filling brick bat in soak pit including all labour,material and t&petc complete. (for 01 soak pit) 286 supplying & fixing 24 gauge annodized aluminium sheet of approved qualityincludingcutting,wastageandfixingthesameoverthewooden door shutters with nails with all material, labour and t&p 287 providingandfixinginplaceafullheightstoragecabinet450mmdeep made with19 mm thick isi marked plyborad, allinterior surfaces to finishedwithpastingof0.8mmthickmicaandallexteriorsurfacestobe finshed with pasting of 1 mm thick mica of texture and colour as approved byengineerinchargeincludingalllabour,t&p,otheritemslike(butnot limitedto)fevicol,nailsscrews,higes,sliders,doorhandles,multipurpose lockofgodrejorequivalentrateetc.requiredforpropercompletionof works, to be measured interms of front area only. 288 providingandfixingfullheightpartitionwith02nos12mmthickisi marked ply board, all surfaces to finished withf 1 mm thick mica of texture andcolourasapprovedbyengineerinchargeandfixedinpolishedteak woodincludingalllabour,t&p,otheritemslike (butnot limitedto) fevicol, nailsscrews,hinges,sliders,doorhandles,multipurposelockofgodrejor equivalent rate etc. required for proper completion of works, to be measured interms of front area only 289 providingandfixing12mmthickframelesstoughenedglassdoorshutter ofapprovedbrandandmanufacture,includingprovidingandfixingtop& bottom pivot & double acting hydraulic floor spring type fixing arrangement ,doorhandle,lockandstopperetcandmakingnecessaryholesetc.for fixingrequireddoorfittings,allcompleteasperdirectionofengineer-in- charge 290 supply and fixing 6mm thick polycarbonate multiwall sheet ,fixing in position with j or u bolts 10 mm. dia with g.i. limpet & bitumen washers including supply of all materials, labour,wastage. and t&p etc. required for proper completion of the work. 291 providing (12x15) mm section groove in plasterincluding all material, labour andt&p etc. required for proper completion of the work.csi no.11.16 292 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and t&p etc, required for proper completion of the work. without base cccsi no.12.26 293 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and t&p etc, required for proper completion of the work. without base cc csi no. 12.28 294 dismantling ofdry b.o.e. floor and proper stacking of dismantled bricks as per direction of e/c. up to 60 m lead. 295 dismantling and re-laying of dry b.o.e. floor including cost of all labour and t&p required forproper completion of work.(labour rates only) 296 cleaning panes of glass with spirit of caustic soda including supply of all materials,labour and t&p etc.required for proper completion of the work. 297 cleaning of septic tank including disposal of waste out side the uppcl area as per direction of the engineer-in-charge including cost of all labour,t&p etc.required for proper completion of the work. 298 cleaning and opening of chocked w.c./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(analysis based on nbo - 11 25.020. 299 s/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the engineer - in - charge. 300 cleaning of existing pipe line of different dia. ranging from 4 to 2 dia. including digging trenches and refilling, opening of pipes, cleaning of pipes, cutting, threading, if required fixing and including making good the road, wall etc as directed by the engineer i/c. 301 cleaning of existing water pipe line of different dia up to 2 dia including digging trenches and refilling,opening and cleaning of pipes,cutting,threading,if required fixing and including making good the road and wall etc. as directed by the engineer in charge. 302 cleaning of r.c.c. over head tank up to capacity of one lac. liters and chlorinating with bleaching power mixed to water as per direction of engineer - in - charge complete. 303 supply and mixing bleaching powder in over head tank as required or as directed by engineer - in - charge. 304 attending to petty maintenance service like plumbingservice,welder service, mansion service and carpenter servicerequired as below. (job attending by one no. plumber/welder/mason /carpenter with oneno. helper per hour or part of an hour.) 305 cleaning and sweeping of roof of residence as and when requiredincluding uprooting of rank vegetation and disposal of thegarbage upto 50 m. 306 providing and fixing of 150 mm dia pvc pipeof 6 kg/sqcmwith special such as tee, bend, socket, elbow etc including supply of all labour,material,t & p etc complete required for proper completion of work. 307 providing and laying 75 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 308 providing and laying 90 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 309 providing and laying 110 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 310 making arrangement for sweeping, cleaning of road, lanes in back of houses,collecting refuse of bushes & unwanted plants, vegetations etc. & disposal of all rubbish, materials industbins inside the colony area with engaging atleast one number of sweepers including all labour, t&p,etc.required for completion of work as directed by e/i. 311 making arrangement for sweeping, cleaning of ee,ecd(d), georgetown ,prayagraj office rooms, cleaning of dustbin, toilets , dusting of almirahs,tables etc. using phenyle,dusting cloth etc. and disposal of waste outside office premise in municipal dustbinswith engaging sufficient number ofsweepersincluding all labour, t&p,etc.required for completion of work as directed by e/i.(nsi)(consumable items as phenyle,dusting cloth ,brooms etc shall be provided by the department free of cost.) 312 cleaning of main drain or width more than 300mm including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water completely as per direction of the e/i. including cost of all labour, t&p etc. required for completion of the work. (csino.20.14) 313 cleaning of main drain or width less than 300mm including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water completely as per direction of the e/i. including cost of all labour, t&p etc. required for completion of the work. (csino.20.15) nsi sl. no.63 314 operation of tube well daily by a suitable experienced operator continously or in different intervals as per program as per program fixed by engineer-in-charge including opening and closing of valves,changing of fuse wire etc. as requrird for proper running of tube well. (nsi) 315 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc as required..group c 316 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet 317 supplying and fixing of 20 mm of medium class pvc conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. 318 supplying and fixing of 25 mm of medium class pvc conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. 319 wiring for circuit/ submain wiring with 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 320 wiring for circuit/ submain wiring with 2 x 4 sq. mm + 1 x 4 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 321 wiring for circuit/ submain wiring with2 x 6 sq. mm + 1 x 6 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 322 earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required . 323 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 324 supplying and fixing 5 amps to 32 amps rating,single pole, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 325 supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 326 supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 327 supplying and fixing 4 way (4 + 12), double door, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 328 supplying and fixing of 4 way (4 + 12), double door surface/ recess mounting, vertical type, 415 volts, tpn mcb distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting mcbs (but without mcbs and incomer ) as required . (note : vertical type mcb tpdb is normally used where 3 phase outlets are required.) 329 wiring for light/ power plug with 2x4 sq. mm frls pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit along with 1 no 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 330 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 module (75mmx75mm) 331 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required.3 module (100mmx75mm) 332 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 4 module (125mmx75mm) 333 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 6 module (200mmx75mm) 334 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 8 module (125mmx125mm) 335 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 12 module (200mmx150mm) 336 supplying and drawing following 3 x 2.5 sq. mm sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 337 supplying and drawing following 3 x 4 sq. mm sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required.(dsr e&m 2022 1.17.21) 338 rewinding of burnt ceiling fan with approved copper wire including cost of all materials, labour and t&p etc. complete (burnt wirewill not be taken back.) 339 greasing of ceiling fan after cleaning the bearing and shaft withoil / petrol and its testing. 340 supply and fixing of led tube light batten fitting suitable for up to 1 x 22 watt led tube light on surface complete in all respect.(csi no. 28.41) 341 supply of 9 watt led bulb make philips, syska, bajaj etc or its equivalent as directed by e/i. 342 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min, 350 rpm (tolerance as per is: 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required.(dsr e&m 2022 19.1) 343 supply and fixing of 5 blade exhaust fan ventile air dx 225 mm of havellsor equivalent make including all material, t&p etc required for proper completion of work as approved by engineer in charge.(csi no. 28.38) 344 supply and fixing of 3 blade wall fan ofhavells platina 400 mm or equivalent including all material, t&petc required for proper completion of work as approved by engineer in charge.(csi no. 28.37)

State Government

TRN :49062033 | 13 May, 2025

Tender Value : 2.34 Lacs

Paravur - Kerala

Tender for tender for pakarappally devaswom - paravur group - constructing toilet block-- 1 appendix i-constructing toilet block 2 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 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 4 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5 centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 6 solid block masonry using pre cast solid blocks (factory made) of size 30x20x15 cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15cm in: cm 1:6 ( 1 cement :6 coarse sand) etc complete 7 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 8 steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth level thermo - mechanically treated bars of grade fe-500d or more 9 solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level with thickness 15cm in : cm 1:6 ( 1 cement : 6 coarse sand) etc complete 10 reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size). 11 centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 12 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 13 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 14 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.size of tile 600 x 600 mm. 15 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. 16 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litter low level white p.v.c.flushing cistern, including flush pipe, 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 require:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 17 supplying and fixing cp towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site engineer-in-charge. 18 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 19 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 flat back wash basin size 550x400mm with single 15 mm c.p.brass pillar taps 20 finishing walls with acrylic smooth exterior paint of required shade: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) 21 supply and fixing pvc door with frame including locking arrangements as per the direction of engineer-in-charge 22 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 openings/ wooden frames with rawl plugs screws etc 23 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 engineer-in-charge. the sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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. 24 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. 25 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. 26 supplying and fixing cp health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 27 providing and fixing c.p brass bib cock of approved quality conforming to is: 8931.15 mm nominal bore 28 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet:100 mm diameter 29 appendix ii-septic tank and soak pit 30 supplying and installing ready made pvc septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (provision for cc/rcc/sand/06mm aggregate for the preparation of bed shall be paid separately. 4.35 to 50 flush capacity

State Government

TRN :49069074 | 15 May, 2025

Tender Value : 3.68 Crore

Madhopur - Rajasthan

Tender for tender for major repair and modernization of existing emrs barnala (raj) - 1 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed : all kinds of soil 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 3 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 6 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.m20 grade nominal mix / design mix providing m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 7 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:nt mortar 1:6 ( 1-cement : 6-sand). 8 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area dpe 12mm dia termitube system with required number of junction boxes are to be installed. the termitube will run all along the perimeter wall both inside and outside. in the middle area the termitube to be installed at an interval of 1.00 mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. after successful testing of termitube, pesticide emulsion of imidacloprid 30.5% ec mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. the plinth area of the area treated will be measured for payment. 9 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : columns, pillars, posts and struts etc. 10 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 11 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mixproviding m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 12 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 13 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to is:1786) thermo-mechanically treated bars (conforming of relevent is code) 14 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75cement mortar 1 : 4 (1 cement : 4 coarse sand) 16 carriage of materials:earth,sand ,line morrum,manure or sludge , lead up to 5km 17 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 18 random rubble dry stone kharanja under floor. 19 p & f 1st quality heavy duty vitrified double charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm x 600mm 20 rough chisel dressed sandstone 35 mm thick flooring of approved shade setover 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : red sand stone (karauli stone) 21 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. slabs bhaislana,abu,kishangarh zebra(black marble) above 3601 cm2 slabs 22 extra for providing edge moulding to 15-18mm thick marble/ granite/kota stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granite/kota stone work full edge moulding 23 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 24 extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 25 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 26 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 27 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 28 providing and fixing pressed steel door frames confirming to is 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with cc 1:2:4(m15 grade) complete as directed by engineer-in-charge :profile c 29 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 35 mm thick commercial veneer both side 30 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid pvc foam sheet mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door profiles to be reinforced with 19x19mm 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 65/100mm size complete as per manufacturers specification and direction of engineer-in-charge. 31 providing and fixing to existing door frames. 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm 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, manufacture’s specification & drawing.(for w.c.and bathroom door shutter). 32 providing and fixing of upvc casement openable windows (outward / inward): outer frame made from the extruded upvc windows profile section of size 60w x 60h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, white in finish, duly reinforced with 1.5mm thick gi section. all the four corners shall be mitered cut & thermal welded so as to form window frame. frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. fix mullion made of 60w x 80h mm upvc profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. frame shall have co-extruded with epdm/tpe-e gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.the shutter of outward openable window shall be made of size 60w x 74h mm and shutter of inward openable window shall be made of size 60w x 77h mm extruded 3 box multi-chamber upvc window profile section of white colour having outer wall thickness of 2.25mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick gi section duly mitered cut & thermal welded at all corners and fitted with upvc glazing bead of size 36 x 20mm with inner and outer co-extruded epdm/tpe-e weather seal gasket alongwith 6mm thick isi make plain float glass. all welding joints of frame and shutter shall be cleaned and milled with the cnc mechainism to provide uniform grooved finish on all visible jaints. hardware: window shutter are fixed with frame on 2.5mmthick ss301 grade friction hinge system to keep the window opened at desired angle. friction hinge also enables easy cleaning of glass on both side from the inside of building. 33 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new plastered surface (three or more coats) 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 35 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provisionnew work 36 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 37 french sprit polishing : two or more coats on new work including a coat of wood filler 38 providing and fixing stainless steel 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.). grade 304 39 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 40 grading roof for water proofing treatment withwater proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 41 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 42 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 43 providing and fixing in position collapsible steel shutters with vertical m.s. channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of t-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (to be measured and paid as per outer dimension). 44 making grooves as per design in plaster 10mm to 20mm wide. 45 making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 46 providing and laying damp-proof course with cement concrete grade m-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 47 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 48 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layer will be allowed to air cure for 4 hours. (ii) second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 49 providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm 50 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer- in – charge .(glazing and paneling to be paid for separately). for fixed portionpolyester powder coating aluminum( minimum thickness of powder coating 50 micron) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / 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 basicitem.) with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 53 providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 54 providing and fixing sun control film, thickness of film 1 mil visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 55 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 56 s&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 57 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor:size 530x410mm. 58 p & f european type white glazed vitreous china 1st quality double syphonic w.c (is :2556 mark) with p or s trap including cutting and making good the wall and floor 59 p & f 15 mm. dia connection pipe of approved quality/make :600 mm dia 60 p & f kitchen & lab. sink of approved make with c.i. brackets duly painted, 40 mm c.p. waste coupling, c.p. brass chain with rubber plug, 40 mm g.i. waste pipe up-to floor level complete including cutting and making good the wall & floor : fire clay glazed kitchen sink (i.s 771-1985marked) size 600 x 450 x 250mm. 61 p & f full-way valve (is:778 mark) or wheel valve of approved make : 62 gun-metal 15mm nominal bore. 63 gun-metal 25mm nominal bore. 64 p & f looking mirrors with p.v.c. frame of approved (atul modi guard saint gobin or equivalent)size 500 x 400 mm 65 p & f towel rail or ring of approved quality/ make: 66 c.p. brass towel rail with brackets 600x 20 mm 67 c.p. brass towel ring revolving type 68 p & f grating of approved quality /makestainless steel sheet size 125 mm diaheavy quality of approved make 69 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) 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 the walls etc.,) 70 15mm dia nominal bore 71 25mm dia nominal bore 72 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge.(external work). 73 15mm dia nominal bore 74 25mm dia nominal bore 75 p & f bib cock (is : 8931 mark), superior quality of approved make: c.p. brass bib cock, 15 mm nominal bore 76 p & f stop cock (is :8931 mark), superior quality & of approved make: c.p. brass 15 mm nominal bore. 77 p&f soap dish or tray of approved quality/ make. c.p. brass heavy and superior quality 78 p&f bath shower of approved quality/ make . c.p. brass of heavy & superior quality 150mm. 79 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass (is:8931 marked)with 60 cm long thread and nut. 80 p & f ball cock (is :1703 mark) with rod & p.v.c. ball complete : brass wt.400 gm,15mm. 81 p & f pvc storage tank (is : 12701marked indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 82 hoisting charges for each floor : 83 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth up to 0.5 m 84 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m,10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. size 450 x 450mm depth upto0.5 m cement cover with frame 85 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m-15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-size 400 x140x150 cm.(for 50 users)with 115 mm thick rcc (m-20) slab with tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect 86 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4,110mm thick base concrete 1:5:10, 37mm thick m-15 grade c.c. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm av. depth 87 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 88 75mm dia 89 110mm dia 90 160mm dia 91 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 92 plain tee 110 mm 93 vent covel 75mm 94 plain floor trap 110mm dia 95 bend 87.5 - 75mm 96 bend 87.5 - 110mm 97 pipe clip- 110mm 98 coupler-110 mm dia 99 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 100 construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in cm 1:6, 80mm thick stone slab, jointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m-15 grade c.c flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: size 300 cm. dia outside & 300 cm. depth . 101 p & f water closet seat covers with brass hinges complete : solid pvc (is 2548 marked) grade-i black for ewc. 102 p & f low level flushing cistern of 10 litres capacity (is : 2556 mark) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball (is: 1703 mark) complete including cutting and making good the wall: pvc withpvcbend and superior internal fittings as per is : 7231 . 103 p & f jet spray for water closet with c.p. copper tube flange of approved make. 104 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall : size 580 mm x 450 mm 105 p & f flush cock/flush valve (is:9758 mark) or wc of approved quality make : c.p. brass push type exposed 25 mm nominal bore. 106 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 107 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 108 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres 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 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 109 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 110 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 111 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 112 p & f 15 mm. dia connection pipe of approved quality/make : cp brass pipe with cp brass nuts upto length 600mm. 113 providing & fixing premium quality white glazed vitreous china sanitary wares (is:2556 mark) of approved make as per direction of engineer-in-charge including cutting and making good the wall and floor. double syphonic european w.c. with mounted w.v.c. flushing cistern of 10 litre capacity complete with all necessary internal fittings with hydraulic seat cover. 114 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 115 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 116 providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure - a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick nigeria wood grade i 117 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeold plastered surface (two or more coats) 118 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.old work (one or more coats ) 119 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision old work 120 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 121 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 122 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 123 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer-in –charge window openable. 124 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 gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 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 ms angle, cc block shall be paid extra) 125 renewing glass panes,with putty and nails wherever necessary float glass panes of thickness 4 mm 126 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 127 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 128 earth work in excavation by mechanical means (hydraulic excavator ) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : all kinds of soil

State Government

TRN :49022943 | 15 May, 2025

Tender Value : 1.14 Crore

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for d/o parks pocket c and d sector-20 with two year maintenance yeida. wc-h - ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 2 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 3 fine dressing of the ground. 4 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 5 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 6 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 7 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 8 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 9 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 10 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 11 providing and stacking of putranjiva roxburghii of ht. 45.60 cm in bag of size 20 cm as per direction of the officer-in-charge with plantation of trees, shrubs, and hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge(dsr/18/2.57/p-99)+(dsr/18/7.7/p-159) 12 supply of gypsm well packed at site in bags. 13 supply of dap at site in printed plasic bags. (market rate.) 14 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 15 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 16 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 17 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 18 play grounds/public parks ( mali for 2.00acre.) 19 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work.

State Government

TRN :49023008 | 15 May, 2025

Tender Value : 97.85 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for landscaping of park p-1 sector -28 with two year maintenance yeida. wc-h - clearing grass and removal of the rubbish up to a distance of 50 m out side the periphery of the area cleared. 2 ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 3 rough dressing the trenched ground including breaking clods. 4 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 5 fine dressing of the ground. 6 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ration of 2:1 by volume ( part of stacked volume of earth afte reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) follding 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) 7 holes 60cm dia, and 60cm deep 8 holes 45cm dia and 45cm deep 9 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 10 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 11 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 12 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 13 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 14 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 15 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 16 providing and stacking of duranta golden having ht. 15 to 20cm bushty shape with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.12pg. no.153) 17 providing and stacking of fucus panda golden of height 45-60cm with 6-7 branches and healthy foliage in p.bag of size 25cm as per direction of the officer in charge. (dsr-18, 8.27pg. no.175) 18 supply of gypsm well packed at site in bags. 19 supply of dap at site in printed plasic bags. (market rate.) 20 supply & planting of plants common varieties as required by engineering incharge in 5 kg poly bags or earthen pots ( not below than 8-10 ) well branched and fully foliage branching dia 0.75 to 1.00mtr. free from disease at site i/c stacking with bamboos(chakresia, site ashok, kusum, gulmohar, amaltash) 21 providing and displaying ficus retusa topiary wall developed with fresh and healthy 5 to 6 big ball spedific size and shape 180 cm to 210cm g in 40cm cement potas per direction of the officer in charge (dsr-18, 5.24 pg. no. 145) 22 providing and stacking of bottle palm of ht. 270-300cm bottom girth 30-35cm well developed in big hdpe bags 23 supply & planting of shrubs plants height 2-2.5 feet as required by engineering incharge in 6x8 polythene bags or earthen pot fully foliage and well branched free from disease. shrubs (himalia, chandni ticomaor as direction by e/i etc.) 24 providing and displaying furcaria variegated hybrid well developed with fresh and healthy foliage 20cm and above atractive leaves in 35cm cement potas per direction of the officer in charge (dsr-18, 5.31pg. no. 147) 25 providing and stacking of alternanthera species of height 15cm to 20cm full of brnaches and foliages in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.20pg. no. 153) 26 providing and stacking of lpomea (golden leaves) with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. 27 providing and stacking of syngonium (butterfly) variegated with 2-3 suckers healthy foliage in earthen pot/plastic pot as per direction of the officer in charge.(dsr-18, 6.15pg. no.153) 28 providing and stacking of wedelia trilobata, full of leaves in 15cm size of poly bags & as per direction of the officer in charge.(dsr-18, 6.26pg. no.153) 29 providing and stacking of pinus longifolia (pinus) of height 90-105cm in cement pot of size 35cm as per direction of the officer in charge (dsr-18, 7.65 pg. no.165) 30 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 31 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 32 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 33 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 34 play grounds/public parks ( mali for 2.00acre.) 35 boring of tubewell with: supplying assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818 , including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of engineer in charge. 36 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work. 37 preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20cm in depth breaking clods, watering of each layer dressing etc, lead upto 50mtr and lift upto 1.5m complete as per direction of officer in charge. 38 supply ofgood earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammerand dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 39 plantation of seasonal two times on road side (0.45mtrwide bed) including making of bedas direction of engineer in charge complete item. 40 providing of seasonal seedlings including supply of seasonal seedling labour etc complete. 41 m/o seasonal/hedge of ground cover park including weeding hoeing and puring cutting in required shape etc. of ground bed complete itemand watering of seasoanl flowersincluding source of water pol etc. complete. 42 chair bench: supply of rcc chair bench with back rest of size 1500mm width x 1000mm height. reinforced suitably to promote long use and to prevent damage during handling, transportation, & erection. manufactured by using m-30 grade of concrete. 43 supply and fixing of dustbin set of 3capacity-80 ltr size -400x400 top , 300x 300 botto,, 900mm ht. stand made up of isi marked sq , pipe of 35mm x 35mm x 18 gauge power coated size-4.5’ x 1.5’ x 750mm(all complete) (as approved by e&i) 44 providing and laying in position cement concrete of specified grade excluding grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 corse sand 20 mm stone aggregate (sor based on dar 18 / 4.1.13)

Central Government/Public Sector

TRN :34404893 | 12 May, 2025

Tender Value : 0

Jamshedpur - Jharkhand

Tender for gem bids for clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. "supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent" "diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration" "earth work in excavation by mechanical means hydraulic excavator or 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." filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. "providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size " "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 isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " "reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " 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 isto 6 1 cement 6 coarse sand 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 isto 6 1 cement 6 coarse sand "half brick masonry 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. cement mortar 1 isto 4 1 cement 4 coarse sand " "centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete" "centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform" "steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500d or more make sail or tata or jindal " "15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "6 mm cement plaster of mix 1 isto 3 1 cement 3 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " neat cement punning. "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr or 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg or 10 sqm make dulux or burger or asian paints or as per direction of eic" white washing with lime to give an even shade new work three or more coats mix with fevicol ddl and robin blue or as per direction of eic "painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. preferable make dulux or burger or asian paints or as per direction of eic make dulux or burger or asian paints or as per direction of eic" making plinth protection 50mm thick of cement concrete 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling and dressing and finishing the top smooth "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. make sail or tata or jindal " "providing and fixing isi marked flush door shutters conforming to is isto 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" "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. make sail or tata or jindal " 25 mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762 mm into 25 mm or less as per requirement with an average wall thickness of 1 mm plus or minus 0.3 mm . pvc foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. m.s. tube having dimensions 19 mm into 19 mm and 1.0 mm plus or minus 0.1 mm is inserted along the hinge side of the door. core of the door shutter should be filled with high density polyurethane foam. the top and bottom edges of the shutter are covered with an end cap of the size 25 mm into 11 mm. door shutter shall be reinforced with special polymeric reinforcements as per manufacturer specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places "providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and scrows etc. complete .as per the direction of directions of engineer in charge.300x16 mm " "providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make somany or kajaria or nitco 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 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. make isto somany or kajaria or nitco or asian or as per direction of eic" "providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08percent and conforming to is 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry at the rate 3.3 kg or sqm including grouting the joints with white cement and matching pigments etc. complete. size of tile 600x600 mm make somany or kajaria or nitco or asian or as per direction of eic" "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 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests preferable make hindware or parrywair or hindustan or cera or direction of eic" "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 preferable make hindware or parrywair or hindustan or cera or direction of eic" "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 isto white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap" "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" 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. "providing and fixing brass bib cock of approved quality 15 mm nominal bore" "providing and fixing brass stop cock of approved quality 15 mm nominal bore" providing and fixing circular or hexagonal cast iron or m.s. sheet box for ceiling fan clamp of internal dia 140 mm 73 mm height top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron or m.s. sheet box by means of 3.3 mm dia round headed screws one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. providing and fixing isi marked oxidised m. s handles conforming to is 4992 with necessary screws etc. complete 125 mm providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc. complete. providing and fixing is 12817 marked stainless steel butt hinges heavy weight with stainless steel screws etc. complete 100x60x2.50 mm "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work a. 15 mm dia nominal bore preferable make tata or jindal or as per direction of eic" "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work b. 20 mm dia nominal bore preferable make tata or jindal or as per direction of eic" providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work d. 50 mm dia nominal bore preferable make tata or jindal or as per direction of eic "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 single socketed pipes. 110 mm diameter" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 20 mm nominal bore" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 50 mm nominal bore" providing and placing on terrace at all floor levels polyethylene water storage tank is isto 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. providing and fixing 100 mm sand cast iron grating for gully trap constructing brick masonry chamber for underground c.i. inspection chamber and bends with bricks in cement mortar 1 isto 4 1 cement 4 coarse sand c.i. cover with frame light duty 455x610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg r.c.c. top slab with 1 isto 1.5 isto 3 mix 1 cement 1.5 fine sand isto 3 graded stone aggregate 20 mm nominal size foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 1 isto 3 1 cement isto 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets isto with common burnt clay f.p.s. non modular bricks of class designation 7.5 "constructing masonry chamber 30x30x50 cm inside in brick work in cement mortar 1 isto 4 1 cement isto 4 coarse sand for stop cock with c. i. surface box 100x100 x75 mm inside with hinged cover fixed in cement concrete slab 1 isto 2 isto 4 mix 1 cement isto 2 coarse sand isto 4 graded stone aggregate 20 mm nominal size i or c necessary excavation foundation concrete 1 isto 5 isto 10 1 cement isto 5 fine sand isto 10 graded stone aggregate 40mm nominal size and inside plastering with cement mortar 1 isto 3 1 cement isto 3 coarse sand 12mm thick finished with a floating coat of neat cement complete as per standard design isto with common burnt clay f.p.s. non modular bricks of class designation 7.5" providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level isto 1 isto 1.5 isto 3 1 cement isto 1 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size 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 "cement concrete flooring 1 isto 2 isto 4 1 cement isto 2 coarse sand isto 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. 40 mm thick with 20 mm nominal size stone aggregate" "providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus 0.05 percent total coated thickness zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns using self drilling or self tapping screws complete ridges plain 500 to 600mm " "providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by engineer in charge 0.50 mm plus 0.05 percent total coated thickness with zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 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 or self tapping screws of size 5.5 x 55 mm with epdm seal complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required." providing and fixing of glass panes with putty and glazing clips in steel doors and windows all complete with 4mm thick glass panes etc. complete. supply of led tube light fittings .make c.g. or philips fixing of led tube light fittings including supply of all hardwares as required. led fitting will be supplied by contractor. make c.g. or philips supply of 48 sweep ceiling fan complete with down rod.clamp canopy etc. fixing of 48 sweep ceiling fan complete with down rod.clamp canopy etc.fan hardwares required for fixing for i.e. nut bolts clamp screws etc wiil be supplied by contractor. supply and fixing of stepped type electronic fan regulator on existing switch board. wiring for light point fan point exhaust fan point with 1.5 sqmm frls pvc insulated copper conductor single core cable in consield with modular switch modular plate suitable gi box and earthing the point with 1.5 sqmm frls pvc insulated copper conductor cable as required. supply of frls pvc insulated copper conducter single core cable of size 6 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in consield or recessed medium class pvc conduit in concield as required 2 x 6 sqmm plus 1 x 6 sqmm earth wire. all the three colours should be red blue and green supply and fixing of utility db p or s 20a dp metal plug and socket distribution board grey make anchor or havells supply and installation of three phase industrial box with 32 amp 4 pole mcb and 5 pin top plug. make neptune or reputed make supply of frls pvc insulated copper conducter single core cable of size 10 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in surface or recessed medium class pvc conduit in concield as required 4 x 10 sqmm + 1 x 10 sqmm earth wire.all the five colours should be red blue yellow black and green preparation of earth pit with supply of all materials including 3m long 3.64mm thick perforted gi tube with salt and charcol in alternate layer and brick chamber at the top with chequered plate 6mm thick as per is 3043 with latest. supply and laying 25mm x 5 mm gi strip at 0.5 meter below ground or wall including connection with electrode with db. supply of all hardware are in scope of contractor supply ans fixing of surface mounting vertical type 415 volts tpn mcb distribution board of sheet steel dust proctected duly power coated painted inclusive 200 amp tinned copper bus bar common neutral link earth bar din bar for mounting mcb with provision of 100 amp tpn mccb as incomer interconnection between incomer mccb and busbar. supply and fixing of 5 to 32 amp rating 240 or 415 volt mcb suitable as per load. supply and fixing of four pole 100 amp rating 415 volt 16 ka mccb . laying of 1.1kv grade pvc al.cable of size 2 or 3 or 3.5 or 4c 2.5 or 6 or 10 or 16 or 25 or 35 sq.mm in underground trench of 760mm deepx760mm wide in single tier formation including trench excavation and back filling with bricks 15brick or m and sand protection route marker. road or concreete or bolder cutting and finishing the road to its original shape are in the scope of the contractor. supply and fixing of street light on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply and fixing of bulk head fitting on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply installation and commissioning of exhaust fan of size 300 mm dia. this includes cutting of wall and finishing and supply of hardware like nut bolts etc. make crompton

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

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

Central Government/Public Sector

TRN :18731712 | 08 Feb, 2082

Tender Value : 9.89 Crore

Vadodara - Gujarat

Tender for design, manufacture, supply, installation, programming, testing and commissioning of electronic interlocking ei system by oem conforming to attach tentative signalling planand rdso specification as per rdso/spn/192/2005 with latest amendments and supply of indoor & outdoor materials, trenching, laying, termination of s&t cables of various cores complete for indoor and outdoor works of 03 stations at chhuchhapura, bodeli & pavi in connection with railway electrification work between pratapnagar- chhotaudepur section on vadodara division of western railway.

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