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List of slope-protection-wall Tenders

List of latest slope-protection-wall Tenders in Indian Tenders. Click on any slope-protection-wall Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for slope-protection-wall Tenders.

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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

Government Departments

TRN :49054357 | 29 May, 2025

Tender Value : 3.08 Crore

Aurangabad - Bihar

Tender for tender for special repair & maintenance work at jnv baroon. - structural repair & retrofitting 3 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 4 50 mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 9 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 10 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 11 25mm thick in grade m 25 with cement content not less than 330 kg per cum 12 50mm thick in grade m 25 with cement content not less than 330 kg per cum 13 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 14 repairs to roof 15 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete.the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 16 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 17 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 18 dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 19 asbestos cement sheet 20 providing ridges or hips of width 60 cm overall width plain g.s. sheet fixed with polymer coated j or l hooks, bolts and nuts 8 mm dia g.i. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 21 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 22 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m* 23 providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main t runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross t of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main t at 600 mm center to center to form a grid of 1200x600 mm and secondary cross t of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. main t runners to be suspended from ceiling using gi slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm gi adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main t, bottom exposed width of 24 mm of all t-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by engineer-in-charge. 24 gi metal ceiling lay in plain tegular edge global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of g i sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 25 repair to plaster and plinth protection 26 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 27 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 28 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 29 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 30 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 31 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 32 with cement mortar 1:4 (1cement: 4 coarse sand) 33 12mm cement plaster of mix : 34 1:6 (1 cement : 6 course sand) 35 6mm cement plaster to ceiling of mix : 36 1:3 ( 1 cement : 3 fine sand) 37 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 38 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 39 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 40 old work (one or more coats) 41 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 42 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 43 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 44 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 45 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 46 repairs to door / windows 47 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 48 of area 3 sq. metres and below 49 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 50 of area 3 sq. metres and below 51 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 52 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 53 renewal of old putty of glass panes (length) 54 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 55 using flats 30x6mm for diagonal braces and central cross piece 56 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 57 35 mm thick including isi marked stainless steel butt hinges with necessary screws 58 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 59 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 60 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 61 300 mm weighing not less than 200gms. 62 250 mm weighing not less than 150gms. 63 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 64 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 65 300 x 10mm 66 150 x 10mm 67 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 68 with 12 mm mild steel u beading 69 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 70 125 mm 71 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 72 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 73 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 74 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 75 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 76 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 77 4.0 mm thick glass panes 78 applying priming coat : 79 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 80 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 81 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 82 two or more coats on new work 83 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 84 one or more coats on old work 85 flooring 86 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 87 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 88 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 89 25 mm thick 90 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 91 25mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete with : second class teak wood 92 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 93 providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 94 miscellaneous 95 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 96 in cement mortar 97 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 98 cement mortar 1:6 (1 cement : 6 coarse sand) 99 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 100 cement mortar 1:4 (1 cement :4 coarse sand 101 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 102 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 103 providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding.note: - this item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 104 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 105 75 to 80 mm dia pipe 106 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 107 110 mm diameter 108 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 109 a) coupler 110 110 mm 111 b) bend 87.5° 112 110 mm bend 113 electrical work 114 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 115 group c 116 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 117 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 118 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 119 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 120 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 121 2 x 1.5 sq. mm 122 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 123 25 mm 124 32 mm 125 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 126 100 mm x 100 mm x 60 mm deep 127 150 mm x 75 mm x 60 mm deep 128 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 129 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 130 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 131 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 132 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 133 6 way, double door 134 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 135 4 way (4 + 12), double door 136 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 137 single pole 138 single pole and neutral 139 triple pole 140 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 141 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 142 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 143 upto 450 mm sweep 144 supply of 15w surface mounted round led with all accessories as per standard item.. 145 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 146 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 147 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 148 supply of 30w led recess mounted fixturemake-philips cat no.rc380b led30s-6500 l60w60 psd od s1 or equivalent. 149 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 150 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 151 450 mm sweep 1400 rpm 152 staff qtrs type-iii . (24 nos. i.e. 6 blocks of four unit each) g+1 153 structural repair & retrofitting 154 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 155 50 mm average thickness 156 25 mm average thickness 157 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 158 bars upto 12 mm diameter 159 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 160 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 161 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 162 25mm thick in grade m 25 with cement content not less than 330 kg per cum 163 50mm thick in grade m 25 with cement content not less than 330 kg per cum 164 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 165 repairs to roof 166 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete.the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 167 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 168 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 169 repair to toilets 170 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 171 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 172 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.glazed vitrified tiles matt/antiskid finish of size of tile 600 x 600 mm 173 providing and fixing ist quality glazed vitrified tiles polished finish of size 600 x 600 mm tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 174 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. this layer will be allowed to air cure for 4 hours. b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 175 providing and filling of cinder in sunken portions. 176 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 177 75 to 80 mm dia pipe 178 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 179 15 mm to 40 mm nominal bore 180 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 181 up to 150 mm diameter 182 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 183 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 184 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 185 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 186 up to 150 mm diameter 187 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 188 rectangular manhole 90x80 cm and 45 cm deep 189 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 190 110 mm diameter 191 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 192 a) coupler 193 110 mm 194 b) bend 87.5° 195 110 mm bend 196 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 197 75 mm diameter pipes 198 100 mm diameter pipes 199 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 200 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 201 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 202 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 203 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 204 kitchen sink without drain board 205 610x510 mm bowl depth 200 mm 206 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 207 a) 32mm dia (for wash basin) 208 b) 40mm dia (for sink and urinal) 209 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 210 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 211 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 212 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 213 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 214 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 215 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 216 110 mm dia (wall thickness - 3.2 to 3.8 mm) 217 75 mm dia (wall thickness - 3.2 to 3.8 mm) 218 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 219 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 220 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 221 p-trap type floor trap 110 x 75 mm 222 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 223 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 224 providing and fixing 100 mm sand cast iron grating for gully trap. 225 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 226 providing & fixing soil, waste and vent pipes. 227 a) 100mm dia centrifugally cast iron s & s pipe. 228 b)75mm dia centrifugally cast iron s & s pipe. 229 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 230 a) for 100mm dia pipe. 231 b) for 75mm dia pipe. 232 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 233 a) 100mm 234 sand cast iron s&s as per is - 3989 235 b) 75mm 236 sand cast iron s&s as per is- 3989 237 providing and fixing plaincast iron s & s sanitary bend. 238 a) 100mm 239 sand cast iron s&s as per is - 1729 240 b) 75mm 241 sand cast iron s&s as per is - 3989 242 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 243 a) 100x100x100mm 244 b) 75x75x75mm 245 providing and fixingcast iron terminal guard. 246 a) 100mm 247 b) 75mm 248 providing & fixingcast iron coller. 249 a)100 mm 250 sand cast iron s&s as per is - 3989 251 b)75mm dia. 252 sand cast iron s&s as per is - 3989 253 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 254 a) 100mm 255 b) 75mm 256 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 257 a) 100mm inlet & 75mm outlet. 258 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 259 15 mm nominal outer dia pipes 260 20 mm nominal outer dia pipes 261 25 mm nominal outer dia pipes 262 32 mm nominal outer dia pipes 263 providing and fixing brass stop cock of approved quality. 264 15 mm nominal bore 265 providing and fixing gun metal gate valve with wheel of approved quality. 266 a) 25mm dia nominal bore 267 b) 32mm dia nominal bore 268 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 269 a) 25mm. nominal bore 270 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 271 a) 15mm nominal bore 272 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 273 a) 15mm nominal bore 274 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 275 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 276 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 277 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 278 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 279 providing & fixing cp brass bib cock of approved quality conforming to is 8931 280 a) 15mm nominal bore 281 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 282 a) 15mm nominal bore 283 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 284 a) 15mm nominal bore 285 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 286 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 287 25mm nominal bore, weighing not less than 62 gms 288 cutting holes up to 30x30 cm in walls including making good the same: 289 with common burnt clay f.p.s. (non modular) bricks 290 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 291 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 292 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 293 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 294 repair to plaster and plinth protection 295 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 296 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 297 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 298 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 299 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 300 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 301 with cement mortar 1:4 (1cement: 4 coarse sand) 302 12mm cement plaster of mix : 303 1:6 (1 cement : 6 course sand) 304 6mm cement plaster to ceiling of mix : 305 1:3 ( 1 cement : 3 fine sand) 306 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 307 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 308 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 309 old work (one or more coats) 310 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 311 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 312 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 313 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 314 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 315 repairs to door / windows 316 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 317 of area 3 sq. metres and below 318 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 319 of area 3 sq. metres and below 320 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 321 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 322 renewal of old putty of glass panes (length) 323 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 324 35 mm thick including isi marked stainless steel butt hinges with necessary screws 325 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 326 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 327 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 328 300 mm weighing not less than 200gms. 329 250 mm weighing not less than 150gms. 330 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 331 100x58x1.90 mm 332 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 333 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 334 300 x 10mm 335 150 x 10mm 336 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 337 providing and fixing to existing door frames. 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 338 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 339 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 340 with isi marked stainless steel butt hinges of required size 341 kiln seasoned and chemically treated hollock wood 342 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 343 with 12 mm mild steel u beading 344 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 345 125 mm 346 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 347 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 348 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 349 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 350 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 351 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 352 4.0 mm thick glass panes 353 applying priming coat : 354 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 355 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 356 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 357 two or more coats on new work 358 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 359 one or more coats on old work 360 flooring 361 miscellaneous 362 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 363 cement mortar 1:6 (1 cement : 6 coarse sand) 364 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 365 cement mortar 1:4 (1 cement :4 coarse sand 366 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 367 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 368 electrical work 369 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 370 group b 371 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 372 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 373 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 374 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 375 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 376 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 377 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 378 group b 379 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 380 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 381 2 x 1.5 sq. mm 382 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 383 25 mm 384 32 mm 385 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 386 100 mm x 100 mm x 60 mm deep 387 150 mm x 75 mm x 60 mm deep 388 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 389 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 390 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 391 s/f light plug point modular type accessories :- 392 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 393 s/f power plug point modular type accessories :- 394 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 395 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 396 supplying and fixing brass batten/ angle holder including connection etc. as required. 397 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 398 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 399 6 way, double door 400 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 401 4 way (4 + 12), double door 402 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 403 single pole 404 single pole and neutral 405 triple pole 406 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 407 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 408 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 409 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 410 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 411 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 412 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 413 supply of 15w surface mounted round led with all accessories as per standard item.. 414 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 415 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 416 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 417 cost of staff qtrs type-iii . (2 blocks of 2 unit each) g 418 structural repair & retrofitting 419 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 420 50 mm average thickness 421 25 mm average thickness 422 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 423 bars upto 12 mm diameter 424 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 425 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 426 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 427 25mm thick in grade m 25 with cement content not less than 330 kg per cum 428 50mm thick in grade m 25 with cement content not less than 330 kg per cum 429 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 430 repairs to roof 431 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete.the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 432 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 433 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 434 repair to toilets 435 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 436 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 437 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.glazed vitrified tiles matt/antiskid finish of size of tile 600 x 600 mm 438 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. size of tile 600 x 600 mm 439 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 440 75 to 80 mm dia pipe 441 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 442 15 mm to 40 mm nominal bore 443 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 444 up to 150 mm diameter 445 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 446 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 447 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 448 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 449 up to 150 mm diameter 450 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 451 rectangular manhole 90x80 cm and 45 cm deep 452 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 453 110 mm diameter 454 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 455 a) coupler 456 110 mm 457 b) bend 87.5° 458 110 mm bend 459 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 460 75 mm diameter pipes 461 100 mm diameter pipes 462 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 463 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 464 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 465 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 466 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 467 kitchen sink without drain board 468 610x510 mm bowl depth 200 mm 469 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 470 a) 32mm dia (for wash basin) 471 b) 40mm dia (for sink and urinal) 472 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 473 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 474 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 475 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 476 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 477 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 478 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 479 110 mm dia (wall thickness - 3.2 to 3.8 mm) 480 75 mm dia (wall thickness - 3.2 to 3.8 mm) 481 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 482 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 483 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 484 p-trap type floor trap 110 x 75 mm 485 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 486 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 487 providing and fixing 100 mm sand cast iron grating for gully trap. 488 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 489 providing & fixing soil, waste and vent pipes. 490 a) 100mm dia centrifugally cast iron s & s pipe. 491 b)75mm dia centrifugally cast iron s & s pipe. 492 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 493 a) for 100mm dia pipe. 494 b) for 75mm dia pipe. 495 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 496 a) 100mm 497 sand cast iron s&s as per is - 3989 498 b) 75mm 499 sand cast iron s&s as per is- 3989 500 providing and fixing plaincast iron s & s sanitary bend. 501 a) 100mm 502 sand cast iron s&s as per is - 1729 503 b) 75mm 504 sand cast iron s&s as per is - 3989 505 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 506 a) 100x100x100mm 507 b) 75x75x75mm 508 providing and fixingcast iron terminal guard. 509 a) 100mm 510 b) 75mm 511 providing & fixingcast iron coller. 512 a)100 mm 513 sand cast iron s&s as per is - 3989 514 b)75mm dia. 515 sand cast iron s&s as per is - 3989 516 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 517 a) 100mm 518 b) 75mm 519 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 520 a) 100mm inlet & 75mm outlet. 521 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 522 15 mm nominal outer dia pipes 523 20 mm nominal outer dia pipes 524 25 mm nominal outer dia pipes 525 32 mm nominal outer dia pipes 526 providing and fixing brass stop cock of approved quality. 527 15 mm nominal bore 528 providing and fixing gun metal gate valve with wheel of approved quality. 529 a) 25mm dia nominal bore 530 b) 32mm dia nominal bore 531 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 532 a) 25mm. nominal bore 533 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 534 a) 15mm nominal bore 535 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 536 a) 15mm nominal bore 537 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 538 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 539 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 540 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 541 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 542 providing & fixing cp brass bib cock of approved quality conforming to is 8931 543 a) 15mm nominal bore 544 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 545 a) 15mm nominal bore 546 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 547 a) 15mm nominal bore 548 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 549 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 550 25mm nominal bore, weighing not less than 62 gms 551 cutting holes up to 30x30 cm in walls including making good the same: 552 with common burnt clay f.p.s. (non modular) bricks 553 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 554 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 555 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 556 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 557 repair to plaster and plinth protection 558 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 559 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 560 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 561 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 562 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 563 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 564 with cement mortar 1:4 (1cement: 4 coarse sand) 565 12mm cement plaster of mix : 566 1:6 (1 cement : 6 course sand) 567 6mm cement plaster to ceiling of mix : 568 1:3 ( 1 cement : 3 fine sand) 569 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 570 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 571 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 572 old work (one or more coats) 573 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 574 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 575 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 576 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 577 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 578 repairs to door / windows 579 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 580 of area 3 sq. metres and below 581 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 582 of area 3 sq. metres and below 583 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 584 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 585 renewal of old putty of glass panes (length) 586 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 587 35 mm thick including isi marked stainless steel butt hinges with necessary screws 588 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 589 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 590 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 591 300 mm weighing not less than 200gms. 592 250 mm weighing not less than 150gms. 593 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 594 100x58x1.90 mm 595 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 596 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 597 300 x 10mm 598 150 x 10mm 599 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 600 providing and fixing to existing door frames. 601 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 602 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 603 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 604 with isi marked stainless steel butt hinges of required size 605 kiln seasoned and chemically treated hollock wood 606 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 607 with 12 mm mild steel u beading 608 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 609 125 mm 610 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 611 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 612 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 613 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 614 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 615 4.0 mm thick glass panes 616 applying priming coat : 617 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 618 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 619 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 620 two or more coats on new work 621 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 622 one or more coats on old work 623 flooring 624 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 625 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 626 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 627 25 mm thick 628 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 629 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 630 providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 631 miscellaneous 632 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 633 cement mortar 1:6 (1 cement : 6 coarse sand) 634 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 635 cement mortar 1:4 (1 cement :4 coarse sand 636 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 637 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 638 electrical work of type-iii (g) 639 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 640 group b 641 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 642 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 643 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 644 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 645 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 646 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 647 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 648 group b 649 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 650 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 651 2 x 1.5 sq. mm 652 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 653 25 mm 654 32 mm 655 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 656 100 mm x 100 mm x 60 mm deep 657 150 mm x 75 mm x 60 mm deep 658 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 659 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 660 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 661 s/f light plug point modular type accessories :- 662 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 663 s/f power plug point modular type accessories :- 664 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 665 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 666 supplying and fixing brass batten/ angle holder including connection etc. as required. 667 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 668 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 669 6 way, double door 670 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 671 4 way (4 + 12), double door 672 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 673 single pole 674 single pole and neutral 675 triple pole 676 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 677 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 678 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 679 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 680 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 681 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 682 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 683 supply of 15w surface mounted round led with all accessories as per standard item.. 684 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 685 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 686 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 687 type - 4 688 structural repair & retrofitting 689 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 690 50 mm average thickness 691 25 mm average thickness 692 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 693 bars upto 12 mm diameter 694 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 695 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 696 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 697 25mm thick in grade m 25 with cement content not less than 330 kg per cum 698 50mm thick in grade m 25 with cement content not less than 330 kg per cum 699 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 700 repairs to roof 701 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete.the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 702 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 703 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 704 repair to toilets 705 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 706 for thickness of tiles 10 mm to 25 mm 707 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. glazed vitrified floor tiles polished finish of sizesize of tile 600 x 600 mm 708 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 709 75 to 80 mm dia pipe 710 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 711 15 mm to 40 mm nominal bore 712 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 713 up to 150 mm diameter 714 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 715 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 716 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 717 dismantling of flushing cistern of all types (c.i./pvc/vitrious china) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 718 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 719 up to 150 mm diameter 720 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 721 rectangular manhole 90x80 cm and 45 cm deep 722 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 723 110 mm diameter 724 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 725 a) coupler 726 110 mm 727 b) bend 87.5° 728 110 mm bend 729 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 730 75 mm diameter pipes 731 100 mm diameter pipes 732 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 733 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 734 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : 735 w.c. pan with isi marked white solid plastic seat and lid 736 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 737 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 738 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 739 kitchen sink without drain board 740 610x510 mm bowl depth 200 mm 741 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 742 a) 32mm dia (for wash basin) 743 b) 40mm dia (for sink and urinal) 744 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 745 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 746 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 747 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 748 providing & fixing c.p. brass waste coupling for pvc waste pipe. 749 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 750 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 751 110 mm dia (wall thickness - 3.2 to 3.8 mm) 752 75 mm dia (wall thickness - 3.2 to 3.8 mm) 753 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 754 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 755 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 756 p-trap type floor trap 110 x 75 mm 757 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 758 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 759 providing and fixing 100 mm sand cast iron grating for gully trap. 760 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 761 providing & fixing soil, waste and vent pipes. 762 a) 100mm dia centrifugally cast iron s & s pipe. 763 b)75mm dia centrifugally cast iron s & s pipe. 764 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 765 a) for 100mm dia pipe. 766 b) for 75mm dia pipe. 767 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 768 a) 100mm 769 sand cast iron s&s as per is - 3989 770 b) 75mm 771 sand cast iron s&s as per is- 3989 772 providing and fixing plaincast iron s & s sanitary bend. 773 a) 100mm 774 sand cast iron s&s as per is - 1729 775 b) 75mm 776 sand cast iron s&s as per is - 3989 777 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 778 a) 100x100x100mm 779 b) 75x75x75mm 780 providing and fixingcast iron terminal guard. 781 a) 100mm 782 b) 75mm 783 providing & fixingcast iron coller. 784 a)100 mm 785 sand cast iron s&s as per is - 3989 786 b)75mm dia. 787 sand cast iron s&s as per is - 3989 788 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 789 a) 100mm 790 b) 75mm 791 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 792 a) 100mm inlet & 75mm outlet. 793 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 794 15 mm nominal outer dia pipes 795 20 mm nominal outer dia pipes 796 25 mm nominal outer dia pipes 797 32 mm nominal outer dia pipes 798 providing and fixing brass stop cock of approved quality. 799 15 mm nominal bore 800 providing and fixing gun metal gate valve with wheel of approved quality. 801 a) 25mm dia nominal bore 802 b) 32mm dia nominal bore 803 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 804 a) 25mm. nominal bore 805 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 806 a) 15mm nominal bore 807 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 808 a) 15mm nominal bore 809 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 810 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 811 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 812 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 813 providing & fixing cp brass bib cock of approved quality conforming to is 8931 814 a) 15mm nominal bore 815 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 816 a) 15mm nominal bore 817 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 818 a) 15mm nominal bore 819 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 820 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 821 25mm nominal bore, weighing not less than 62 gms 822 cutting holes up to 30x30 cm in walls including making good the same: 823 with common burnt clay f.p.s. (non modular) bricks 824 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 825 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 826 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 827 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 828 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 829 repair to plaster and plinth protection 830 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 831 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 832 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 833 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 834 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 835 with cement mortar 1:4 (1cement: 4 coarse sand) 836 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 837 15mm cement plaster on rough side of single or half brick wall of mix 838 1:6 (1 cement : 6 course sand) 839 6mm cement plaster to ceiling of mix : 840 1:3 ( 1 cement : 3 fine sand) 841 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 842 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 843 distempering with 1st quality acrylic distemper (ready made) having voc content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturers specification. 844 one or more coats on old work 845 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 846 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 847 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 848 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 849 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 850 repairs to door / windows 851 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 852 of area 3 sq. metres and below 853 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 854 of area 3 sq. metres and below 855 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 856 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 857 renewal of old putty of glass panes (length) 858 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 859 35 mm thick including isi marked stainless steel butt hinges with necessary screws 860 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 861 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete fixed to steel windows by welding 862 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 863 300 mm weighing not less than 200gms. 864 250 mm weighing not less than 150gms. 865 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 866 100x58x1.90 mm 867 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 868 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 869 300 x 10mm 870 150 x 10mm 871 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 872 125 mm 873 providing and fixing aluminium hanging floor door stopper isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 874 twin rubber stopper 875 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 876 providing and fixing to existing door frames. 877 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 878 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 879 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 880 with isi marked stainless steel butt hinges of required size 881 kiln seasoned and chemically treated hollock wood 882 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 883 with 12 mm mild steel u beading 884 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 885 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 886 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 887 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 888 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 889 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 890 4.0 mm thick glass panes 891 applying priming coat : 892 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 893 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 894 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 895 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 896 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 897 one or more coats on old work 898 repairs to flooring 899 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 900 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 901 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 902 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 903 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 904 25 mm thick 905 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 906 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.glazed vitrified tiles matt/antiskid finish of size of tile 600 x 600 mm 907 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 908 providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 909 miscellaneous 910 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 911 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 912 cement mortar 1:6 (1 cement : 6 coarse sand) 913 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 914 cement mortar 1:4 (1 cement :4 coarse sand 915 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 916 electrical work of guest house 917 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 918 group b 919 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 920 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 921 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 922 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 923 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 924 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 925 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 926 group b 927 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 928 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 929 2 x 1.5 sq. mm 930 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 931 25 mm 932 32 mm 933 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 934 100 mm x 100 mm x 60 mm deep 935 150 mm x 75 mm x 60 mm deep 936 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 937 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 938 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 939 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 940 supplying and fixing brass batten/ angle holder including connection etc. as required. 941 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 942 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 943 6 way, double door 944 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 945 4 way (4 + 12), double door 946 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 947 single pole 948 single pole and neutral 949 triple pole 950 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 951 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 952 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 953 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 954 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 955 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 956 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 957 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 958 upto 450 mm sweep 959 supply of 15w surface mounted round led with all accessories as per standard item.. 960 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 961 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 962 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 963 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 964 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 965 300 mm sweep 1300 rpm 966 guest house 967 structural repair & retrofitting 968 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 969 50 mm average thickness 970 25 mm average thickness 971 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 972 bars upto 12 mm diameter 973 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 974 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 975 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 976 25mm thick in grade m 25 with cement content not less than 330 kg per cum 977 50mm thick in grade m 25 with cement content not less than 330 kg per cum 978 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 979 repairs to roof 980 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete. tear strength in longitudinal and transverse direction as 60/80n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick: 981 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 982 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 983 repair to toilets 984 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 985 for thickness of tiles 10 mm to 25 mm 986 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. glazed vitrified floor tiles polished finish of size size of tile 600 x 600 mm 987 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 988 75 to 80 mm dia pipe 989 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 990 15 mm to 40 mm nominal bore 991 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 992 up to 150 mm diameter 993 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 994 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 995 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 996 dismantling of flushing cistern of all types (c.i./pvc/vitrious china) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 997 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 998 up to 150 mm diameter 999 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 1000 rectangular manhole 90x80 cm and 45 cm deep 1001 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 1002 110 mm diameter 1003 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 1004 a) coupler 1005 110 mm 1006 b) bend 87.5° 1007 110 mm bend 1008 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1009 75 mm diameter pipes 1010 100 mm diameter pipes 1011 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1012 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1013 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 1014 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 1015 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1016 kitchen sink without drain board 1017 610x510 mm bowl depth 200 mm 1018 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 1019 a) 32mm dia (for wash basin) 1020 b) 40mm dia (for sink and urinal) 1021 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 1022 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 1023 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 1024 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1025 providing & fixing c.p. brass waste coupling for pvc waste pipe. 1026 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 1027 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1028 110 mm dia (wall thickness - 3.2 to 3.8 mm) 1029 75 mm dia (wall thickness - 3.2 to 3.8 mm) 1030 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 1031 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 1032 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1033 p-trap type floor trap 110 x 75 mm 1034 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 1035 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1036 providing and fixing 100 mm sand cast iron grating for gully trap. 1037 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1038 providing & fixing soil, waste and vent pipes. 1039 a) 100mm dia centrifugally cast iron s & s pipe. 1040 b)75mm dia centrifugally cast iron s & s pipe. 1041 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 1042 a) for 100mm dia pipe. 1043 b) for 75mm dia pipe. 1044 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1045 a) 100mm 1046 sand cast iron s&s as per is - 3989 1047 b) 75mm 1048 sand cast iron s&s as per is- 3989 1049 providing and fixing plaincast iron s & s sanitary bend. 1050 a) 100mm 1051 sand cast iron s&s as per is - 1729 1052 b) 75mm 1053 sand cast iron s&s as per is - 3989 1054 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1055 a) 100x100x100mm 1056 b) 75x75x75mm 1057 providing and fixingcast iron terminal guard. 1058 a) 100mm 1059 b) 75mm 1060 providing & fixingcast iron coller. 1061 a)100 mm 1062 sand cast iron s&s as per is - 3989 1063 b)75mm dia. 1064 sand cast iron s&s as per is - 3989 1065 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1066 a) 100mm 1067 b) 75mm 1068 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1069 a) 100mm inlet & 75mm outlet. 1070 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 1071 15 mm nominal outer dia pipes 1072 20 mm nominal outer dia pipes 1073 25 mm nominal outer dia pipes 1074 32 mm nominal outer dia pipes 1075 providing and fixing brass stop cock of approved quality. 1076 15 mm nominal bore 1077 providing and fixing gun metal gate valve with wheel of approved quality. 1078 a) 25mm dia nominal bore 1079 b) 32mm dia nominal bore 1080 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 1081 a) 25mm. nominal bore 1082 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 1083 a) 15mm nominal bore 1084 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 1085 a) 15mm nominal bore 1086 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1087 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 1088 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1089 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 1090 providing & fixing cp brass bib cock of approved quality conforming to is 8931 1091 a) 15mm nominal bore 1092 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1093 a) 15mm nominal bore 1094 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 1095 a) 15mm nominal bore 1096 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 1097 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 1098 25mm nominal bore, weighing not less than 62 gms 1099 cutting holes up to 30x30 cm in walls including making good the same: 1100 with common burnt clay f.p.s. (non modular) bricks 1101 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1102 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 1103 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 1104 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 1105 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1106 repair to plaster and plinth protection 1107 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1108 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1109 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1110 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1111 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 1112 with cement mortar 1:4 (1cement: 4 coarse sand) 1113 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1114 15mm cement plaster on rough side of single or half brick wall of mix 1115 1:6 (1 cement : 6 course sand) 1116 6mm cement plaster to ceiling of mix : 1117 1:3 ( 1 cement : 3 fine sand) 1118 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1119 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 1120 distempering with 1st quality acrylic distemper (ready made) having voc content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturers specification. 1121 one or more coats on old work 1122 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1123 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 1124 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1125 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 1126 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1127 repairs to door / windows 1128 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1129 of area 3 sq. metres and below 1130 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1131 of area 3 sq. metres and below 1132 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1133 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1134 renewal of old putty of glass panes (length) 1135 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1136 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1137 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1138 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete fixed to steel windows by welding 1139 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 1140 300 mm weighing not less than 200gms. 1141 250 mm weighing not less than 150gms. 1142 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1143 100x58x1.90 mm 1144 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1145 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1146 300 x 10mm 1147 150 x 10mm 1148 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1149 125 mm 1150 providing and fixing aluminium hanging floor door stopper isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 1151 twin rubber stopper 1152 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 1153 providing and fixing to existing door frames. 1154 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 1155 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1156 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 1157 with isi marked stainless steel butt hinges of required size 1158 kiln seasoned and chemically treated hollock wood 1159 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1160 with 12 mm mild steel u beading 1161 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1162 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1163 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1164 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1165 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1166 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1167 4.0 mm thick glass panes 1168 applying priming coat : 1169 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 1170 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1171 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1172 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 1173 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1174 one or more coats on old work 1175 repairs to flooring 1176 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1177 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1178 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1179 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 1180 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1181 25 mm thick 1182 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1183 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.glazed vitrified tiles matt/antiskid finish of size of tile 600 x 600 mm 1184 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 1185 providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 1186 miscellaneous 1187 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1188 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1189 cement mortar 1:6 (1 cement : 6 coarse sand) 1190 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1191 cement mortar 1:4 (1 cement :4 coarse sand 1192 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 1193 electrical work of guest house 1194 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 1195 group b 1196 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 1197 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 1198 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 1199 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 1200 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 1201 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 1202 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1203 group b 1204 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 1205 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1206 2 x 1.5 sq. mm 1207 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1208 25 mm 1209 32 mm 1210 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1211 100 mm x 100 mm x 60 mm deep 1212 150 mm x 75 mm x 60 mm deep 1213 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1214 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1215 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1216 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1217 supplying and fixing brass batten/ angle holder including connection etc. as required. 1218 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1219 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1220 6 way, double door 1221 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1222 4 way (4 + 12), double door 1223 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 1224 single pole 1225 single pole and neutral 1226 triple pole 1227 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 1228 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1229 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1230 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 1231 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 1232 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1233 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1234 installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1235 upto 450 mm sweep 1236 supply of 15w surface mounted round led with all accessories as per standard item.. 1237 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 1238 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 1239 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 1240 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min , 350 rpm (tolerance as per is : 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required. 1241 supplyof ac230/250 volts, 50 hz exhaust fansincluding providingnuts, bolts, mounting frlsame and other accessories etc.complete 1242 300 mm sweep 1300 rpm 1243 staff qtrs type-ii . 1244 structural repair & retrofitting 1245 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 1246 50 mm average thickness 1247 25 mm average thickness 1248 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 1249 bars upto 12 mm diameter 1250 cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of engineer in charge. 1251 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineerin- charge 1252 note: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1253 25mm thick in grade m 25 with cement content not less than 330 kg per cum 1254 50mm thick in grade m 25 with cement content not less than 330 kg per cum 1255 re-baring of ms bar 10 mm dia with fisher chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of engineer-in-charge. 1256 repairs to roof 1257 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°c, 0.87-0.89 kg/ litre and viscocity 70-160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc, and preparing the surface complete.the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 650/ 450n/ 5cm. tear strength in longitudinal and transverse direction as 300/250n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 1258 extra for covering top of membrane with geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by butane torch as per manufactures recommendation. 1259 grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1260 repair to toilets 1261 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1262 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1263 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.glazed vitrified tiles matt/antiskid finish of size of tile 600 x 600 mm 1264 providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. the tiles must be cut with the zero chipping diamond cutter only . laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. glazed vitrified floor tiles polished finish of size size of tile 600 x 600 mm 1265 dismantling c.i. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1266 75 to 80 mm dia pipe 1267 dismantling g.i. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of engineer-in-charge : 1268 15 mm to 40 mm nominal bore 1269 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 1270 up to 150 mm diameter 1271 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 1272 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1273 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 1274 dismantling of c.i. sluice valve including stacking of useful materials within a lead of 50 metres 1275 up to 150 mm diameter 1276 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer- charge : 1277 rectangular manhole 90x80 cm and 45 cm deep 1278 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 1279 110 mm diameter 1280 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. 1281 a) coupler 1282 110 mm 1283 b) bend 87.5° 1284 110 mm bend 1285 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1286 75 mm diameter pipes 1287 100 mm diameter pipes 1288 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1289 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 1290 providing & fixing white vitreous china wash basin with c.i. brackets painted white, 15mm c.p. brass pillar taps, c.p. brass chain with rubber plug, 32mmc.p. brass waste of standard pattern including cutting & making good the walls wherever required. 1291 a)flat back wash basin size 550x400 mm with single 15mm c.p. brass pillar tap. 1292 providing and fixing stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1293 kitchen sink without drain board 1294 610x510 mm bowl depth 200 mm 1295 providing and fixing flexible p.v.c. waste pipe for sink or wash basin including pvc waste fittings complete. 1296 a) 32mm dia (for wash basin) 1297 b) 40mm dia (for sink and urinal) 1298 providing & fixing cp brass overhead shower with shower arm, hand shower 95mm dia single lever concealed deusch mixer with provision for connection to overhead shower and easy flex tube with accessories complete i allrespect 1299 providing and fixing of c. p. brass towel rail 600 x 20 mm size complete with c.p. brass brackets 1300 providing and fixing of c. p. brass towel ring complete with c.p. brass brackets 1301 providing and fixing cp brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1302 waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 1303 providing, fixing, jointing and testing in position of isi marked uv stabilized upvc pipesfor soil, waste, and vent, type-b as per is : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to is:14735) i.e. bends, tees, junctions (with or without doors),reducers, wc connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. the rubber ring shall confirm to is:5382. 1304 the pipes will be supported with threaded g i rods & u clamps with nuts, washers etc on 50x50x5 mm slotted angle. the cost will include all support arrangements. the work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1305 110 mm dia (wall thickness - 3.2 to 3.8 mm) 1306 75 mm dia (wall thickness - 3.2 to 3.8 mm) 1307 providing & fixing upvc floor trap of self cleansing designwith stainless steel grating complete in all respects. 1308 multi floor trap (5 ht) with height raiser and branch saddle strip of 50/75 mm outlet 1309 plain floor trap (4 ht) with 50 / 75 outlet and with height raiser 1310 p-trap type floor trap 110 x 75 mm 1311 extra for providing & fixing 125 mm dia c.p. grating in place of c.i. grating over floor traps. 1312 providing & fixing of ss floor cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1313 providing and fixing 100 mm sand cast iron grating for gully trap. 1314 providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with c.p. brass screws and washers. 1315 providing & fixing soil, waste and vent pipes. 1316 a) 100mm dia centrifugally cast iron s & s pipe. 1317 b)75mm dia centrifugally cast iron s & s pipe. 1318 providing & fixing m.s. holder bat clamps of approved design to sand cast iron/centrifugally cast (spun) iron s & s pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).including cost of cutting holes & making good the walls etc. 1319 a) for 100mm dia pipe. 1320 b) for 75mm dia pipe. 1321 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1322 a) 100mm 1323 sand cast iron s&s as per is - 3989 1324 b) 75mm 1325 sand cast iron s&s as per is- 3989 1326 providing and fixing plaincast iron s & s sanitary bend. 1327 a) 100mm 1328 sand cast iron s&s as per is - 1729 1329 b) 75mm 1330 sand cast iron s&s as per is - 3989 1331 providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1332 a) 100x100x100mm 1333 b) 75x75x75mm 1334 providing and fixingcast iron terminal guard. 1335 a) 100mm 1336 b) 75mm 1337 providing & fixingcast iron coller. 1338 a)100 mm 1339 sand cast iron s&s as per is - 3989 1340 b)75mm dia. 1341 sand cast iron s&s as per is - 3989 1342 providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1343 a) 100mm 1344 b) 75mm 1345 providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1346 a) 100mm inlet & 75mm outlet. 1347 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. 1348 15 mm nominal outer dia pipes 1349 20 mm nominal outer dia pipes 1350 25 mm nominal outer dia pipes 1351 32 mm nominal outer dia pipes 1352 providing and fixing brass stop cock of approved quality. 1353 15 mm nominal bore 1354 providing and fixing gun metal gate valve with wheel of approved quality. 1355 a) 25mm dia nominal bore 1356 b) 32mm dia nominal bore 1357 providing and fixing ball valve (brass) of approved quality complete.(high or low pressure with plastic floats). 1358 a) 25mm. nominal bore 1359 providing and fixing 30 cm long unplasticised pvc connection pipe with brass unions. 1360 a) 15mm nominal bore 1361 providing and fixing 45 cm long unplasticised pvc connection pipe with brass unions. 1362 a) 15mm nominal bore 1363 constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1364 with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 1365 constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with c.i. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1366 with common burnt clay f.p.s.(non modular) bricks ofclass designation 7.5 1367 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1368 providing & fixing cp brass bib cock of approved quality conforming to is 8931 1369 a) 15mm nominal bore 1370 providing & fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 1371 a) 15mm nominal bore 1372 providing & fixing c.p. brass angle valve for basin mixer and gyser points of approved quality conforming to is 8931 1373 a) 15mm nominal bore 1374 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 1375 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour. 1376 25mm nominal bore, weighing not less than 62 gms 1377 cutting holes up to 30x30 cm in walls including making good the same: 1378 with common burnt clay f.p.s. (non modular) bricks 1379 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1380 making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing g.i. pipe etc. 1381 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 1382 rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade ld - 2.5 1383 providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1384 repair to plaster and plinth protection 1385 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1386 nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1387 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1388 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1389 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1390 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of engineer-in-charge. 1391 with cement mortar 1:4 (1cement: 4 coarse sand) 1392 12mm cement plaster of mix : 1393 1:6 (1 cement : 6 course sand) 1394 6mm cement plaster to ceiling of mix : 1395 1:3 ( 1 cement : 3 fine sand) 1396 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1397 new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre 1398 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 old work (one or more coats) 1399 old work (one or more coats) 1400 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1401 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 1402 new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1403 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade 1404 old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1405 repairs to door / windows 1406 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1407 of area 3 sq. metres and below 1408 taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1409 of area 3 sq. metres and below 1410 renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1411 float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1412 renewal of old putty of glass panes (length) 1413 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1414 35 mm thick including isi marked stainless steel butt hinges with necessary screws 1415 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1416 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coatwith approved steel primer all complete. fixed to steel windows by welding 1417 providing and fixing oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete 1418 300 mm weighing not less than 200gms. 1419 250 mm weighing not less than 150gms. 1420 providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1421 100x58x1.90 mm 1422 providing & fixing stainless steel sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1423 providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1424 300 x 10mm 1425 150 x 10mm 1426 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite stone slab colour black, cherry/ruby red area of slab upto 0.50 sqm. 1427 providing and fixing to existing door frames. 1428 30 mm thick fiberglass reinforced plastic (f.r.p.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam puf)/ polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of f.r.p. laminate conforming to table - 3 of is: 14856, complete as per direction of engineer-in-charge. 1429 providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1430 30 mm thick shutterswith isi marked m.s. butt hinges with necessary screws 1431 with isi marked stainless steel butt hinges of required size 1432 kiln seasoned and chemically treated hollock wood 1433 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1434 with 12 mm mild steel u beading 1435 providing and fixing bright /matt finished stainless steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1436 125 mm 1437 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1438 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1439 fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1440 providing and fixing m.s. tubular frames for doors, windows, ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1441 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1442 providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1443 4.0 mm thick glass panes 1444 applying priming coat : 1445 with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1446 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1447 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1448 two or more coats on new work 1449 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1450 one or more coats on old work 1451 flooring 1452 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1453 nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1454 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1455 25 mm thick 1456 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1457 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 1458 providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 1459 miscellaneous 1460 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : 1461 cement mortar 1:6 (1 cement : 6 coarse sand) 1462 half brick masonry with common burnt clay f.p.s. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor v level. 1463 cement mortar 1:4 (1 cement :4 coarse sand 1464 extra for providing and placing in position 2 nos. 6mm dia. m.s. bars at every third course of half brick masonry. 1465 providing and fixing 16 mm m.s. fan clamps of standard shape and size in existing r.c.c. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1466 electrical work of type-ii (g) 1467 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with piano type switch, phenolic laminated sheet, suitable size m.s. box and earthing the point with 1.5 sq.mm. fr pvc insulated copper conductor single core cable etc as required. 1468 group b 1469 wiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable size ms box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc. as required. 1470 wiring for light/ power plug with 2x4 sq. mm fr pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 no 4 sq. mm fr pvc insulated copper conductor single core cable for loop earthing as required. 1471 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of fr pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required 1472 2x1.5 sq. mm + 1 x 1.5 sq. mm earth wire 1473 2 x 4 sq. mm + 1 x 4 sq. mm earth wire 1474 2 x 6 sq. mm + 1 x 6 sq. mm earth wire 1475 rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable and 1.5 sq.mm. fr pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1476 group b 1477 rewiring for twin control light point with 1.5 sq.mm frls pvc insulated copper conductor single core cable and 1.5 sq.mm frls pvc insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/pvc conduit including dismantling as required. 1478 supplying and drawing following sizes of fr pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 1479 2 x 1.5 sq. mm 1480 supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1481 25 mm 1482 32 mm 1483 supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1484 100 mm x 100 mm x 60 mm deep 1485 150 mm x 75 mm x 60 mm deep 1486 supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1487 supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (for light plugs to be used in non residential buildings). 1488 supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1489 s/f light plug point modular type accessories :- 1490 supply and fixing of suitable size gi box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 1491 s/f power plug point modular type accessories :- 1492 supply and fixing of suitable size gi box with modular plate and cover in frlsont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 1493 supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1494 supplying and fixing brass batten/ angle holder including connection etc. as required. 1495 supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1496 supplying and fixing following way, single pole and neutral, sheet steel, mcb distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1497 6 way, double door 1498 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 1499 4 way (4 + 12), double door 1500 supplying and fixing 5 amps to 32 amps rating, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 1501 single pole 1502 single pole and neutral 1503 triple pole 1504 supplying and fixing single pole blanking plate in the existing mcb db complete etc. as required. 1505 providing and fixing m.v. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1506 earthing with g.i. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1507 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 1508 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required. 1509 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 1510 installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm frls pvc insulated, copper conductor, single core cable and earthing etc. as required. 1511 supply of 15w surface mounted round led with all accessories as per standard item.. 1512 supply of 20w surface mounted round led with all accessories as per standard item..(such as panasonic adl04r206 or equivalent). 1513 supply of 15w wall bracket led bulb with all accessories as per standard item..(such as panasonic pbum01157 or equivalent). 1514 supply of 20w surface mounted led tube with all accessories as per standard item..(such as panasonic pbtm01207 or equivalent). 1515 sewerage system 1516 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 1517 all kinds of soil 1518 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1519 pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1520 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1521 150 mm dia. r.c.c. pipe 1522 450 mm dia. r.c.c. pipe 1523 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size) 1524 150 mm diameter s.w.pipe (l.35.10) 1525 450 mm diameter s.w.pipe (l.6.15 ) 1526 constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with rcc top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 1527 inside size 90 x 80 cm & 45 cmdeep including ci cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 1528 with common burnt clay f.p.s.(non modular) bricks of classic designation 7.5 1529 extra for depth for manholes: 1530 size 90 x 80 cm 1531 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1532 constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with fps bricksclass designation 75in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. 1533 0.91m deep with sfrc cover and frame (heavy duty hd-20 grade designation) 560mm internal diameter conforming to i.s:12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) 1534 with common burnt clay f.p.s.(non module) brick of class designation 7.5 1535 extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . 1536 with common burnt clay f.p.s.(non module) brick of class designation 7.5 1537 providing and fixing square mouths. w. gully trapclass sp-1 complete with c.i. gratingbrickmasonry chamber with water tight ci cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 1538 180 x 150 mm. size p type 1539 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 1540 providing m.s. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 1541 with 20x20 mm square bar 1542 cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholesand dechocking of sewer lines. dechocking and flushing of sewerline from one manhole to another by high pressure jetting system of2200 psi for sewer line from 150mm dia upto 300mm 1543 cleaning and desilting of gully trap chamber, including removal ofrubbish mixed with earth etc. and disposal of same, all as per thedirection of engineer-in-charge. 1544 septic tank 1545 size of tank = 5.00 x 2.00 x 1.24 mtr 1546 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1547 all kinds soil 1548 take 50 % qty of items 1.a 1549 ordinary rock 1550 take 50 % qty of items 1.a 1551 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 1552 earth work in excavation 1.50-3.00 mtr 1553 all kinds soil 1554 take 50 % qty of items 2.a 1555 ordinary rock 1556 take 50 % qty of items 2.a 1557 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 1558 20 % of excavation of items (1.a.1+2.a.1) 1559 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1560 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 1561 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge.“(note :- cement content considered in this item is @ 330 kg/cum.“excess/ less cement used as per design mix is payable/recoverable separately). 1562 upto plinth level 1563 centering and shuttering including strutting, propping etc. and removal of form for: 1564 foundations, footings, bases of columns, etc. for mass concrete. 1565 walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 1566 lintels, beams, plinth beams, girders, bressumers and cantilevers. 1567 rcc bend beam 1568 suspended floors, roofs, landings, balconies and access platform. 1569 edges of slabs and breaks in floors and walls. 1570 under 20 cm wide 1571 providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer-in-charge. 1572 reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete. 1573 thermo-mechanically treated bars. 1574 up to plinth 1575 52 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 1576 for maintaining slope 1577 6 mm cement plaster on rough side of single or half brick wall of mix: 1578 1:3 (1 cement: 3 fine sand) 1579 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 1580 hd-20 1581 circular shape 560 mm internal diameter 1582 providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per is : 10910 on 12mm dia steel bar conforming to is : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1583 providing and fixing soil, waste and vent pipes 1584 100 mm dia. 1585 centrifugally cast (spun) iron socketed pipe as per is: 3989. 1586 providing and fixing terminal guard : 1587 100 mm 1588 sand cast iron s&s as per is - 3989 1589 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and s.w. drain pipe 100 mm diameter, 1.8m long complete as per standard design.with f.p.s. bricks 1590 estimate of externalelectrical works 1591 subhead - i - main boards 1592 meter boards 1593 supply, installation, testing and commissioning of m.v. cubical type totally enclosed dust, dump and vermin proof meter bords complete with bus bars, mv danger notice plate, on surface isi marked electronic kwh meter, indication lamps, cts, interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingmcbs mccbs and kwh meters complete as required. 1594 meter boards - type-iii (6 nos) & warden residence ( 2 nos) & type-ii(1nos) 1595 incomer 1596 1 no.63 amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1597 metering & indication 1598 1 set of r,y,b phase indicating lamps 1599 digital multifunction meter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mcb & 3nos 63/5a cts (63a/500v) rating 1600 1 sets of breaker on-off-trip, spring charged indication lamps as required. 1601 bus-bar 1602 1 set of 100a tpn aluminium bus bar with colour coded pvc sleeves 1603 out going: 1604 4 nos. 40a tpn mcb of 10ka 1605 2 nos. 40a dp mcb of 10ka. 1606 supplying,receiving, fixing, testing & commissioning ofabove described panel 1607 meter boards - principle residence & guest house. 1608 1 no.40amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1609 panel -mp hall 1610 incomer 1611 1 no.63 amp fp mccb, 15 ka breaking capacity with thermal release and adjustable setting and with rotary handle. 1612 metering & indication 1613 1 set of r,y,b phase indicating lamps 1614 digital multifunction meter for voltage, current & kw with selector switch. each with 3nos. of 2a sp mcb & 3nos 63/5a cts (63a/500v) rating 1615 1 sets of breaker on-off-trip, spring charged indication lamps as required. 1616 bus-bar 1617 1 set of 100a tpn aluminium bus bar with colour coded pvc sleeves 1618 out going: 1619 4 nos. 40a tpn mcb of 10ka 1620 3 no. 40a dp mcb of 10ka. 1621 supplying,receiving, fixing, testing & commissioning ofabove described panel 1622 subhead - ii - earthing 1623 earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 1624 earthing with cu. earth plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (ci heavy duty) having locking arrangement and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required. 1625 supplying and laying 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode, including connection with g.i. nut, bolt, spring, washer excavation and refilling etc. as required. 1626 providing and fixing 25 mm x 5 mm copper strip in 40 mm dia g.i. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. 1627 providing and fixing 25 mm x 5 mm g.i. strip on surface or in recess for connections etc. as required.

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)

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , 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 rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and 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. 19 steel rainforcement 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./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern 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 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. 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 required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (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 & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 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. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 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.(dar/17.73.2/based on uppwd/sor-2020)) 63 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. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ 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/ 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. (dar/10.18/based on uppwd/sor-2020))

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

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)

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