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Central Government/Public Sector

TRN :34404893 | 12 May, 2025

Tender Value : 0

Jamshedpur - Jharkhand

Tender for gem bids for clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. "supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent" "diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration" "earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil." filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. "providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size " "providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " "reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 isto 6 1 cement 6 coarse sand brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand "half brick masonry with common burnt clay f .p .s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1 isto 4 1 cement 4 coarse sand " "centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete" "centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform" "steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500d or more make sail or tata or jindal " "15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "6 mm cement plaster of mix 1 isto 3 1 cement 3 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " neat cement punning. "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr or 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg or 10 sqm make dulux or burger or asian paints or as per direction of eic" white washing with lime to give an even shade new work three or more coats mix with fevicol ddl and robin blue or as per direction of eic "painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. preferable make dulux or burger or asian paints or as per direction of eic make dulux or burger or asian paints or as per direction of eic" making plinth protection 50mm thick of cement concrete 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling and dressing and finishing the top smooth "providing and fixing angle iron frames for doors windows and ventilators of mild steel angle sections of size 35x35x5 mm joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t iron frame or to the wall with dash fastener including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of engineer in charge. make sail or tata or jindal " "providing and fixing isi marked flush door shutters conforming to is isto 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including isi marked stainless steel butt hinges with necessary screws" "structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete. make sail or tata or jindal " 25 mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762 mm into 25 mm or less as per requirement with an average wall thickness of 1 mm plus or minus 0.3 mm . pvc foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. m.s. tube having dimensions 19 mm into 19 mm and 1.0 mm plus or minus 0.1 mm is inserted along the hinge side of the door. core of the door shutter should be filled with high density polyurethane foam. the top and bottom edges of the shutter are covered with an end cap of the size 25 mm into 11 mm. door shutter shall be reinforced with special polymeric reinforcements as per manufacturer specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places "providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and scrows etc. complete .as per the direction of directions of engineer in charge.300x16 mm " "providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make somany or kajaria or nitco in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. make isto somany or kajaria or nitco or asian or as per direction of eic" "providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08percent and conforming to is 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry at the rate 3.3 kg or sqm including grouting the joints with white cement and matching pigments etc. complete. size of tile 600x600 mm make somany or kajaria or nitco or asian or as per direction of eic" "providing and fixing water closet squatting pan indian type w.c.pan with 100 mm sand cast iron p or s trap 10 litre low level white p.v.c. flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete including painting of fittings and brackets cutting and making good the walls and floors wherever required one urinal basin with 5 litre white p.v.c. automatic flushing cistern preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing wash basin with c.i. brackets 15 mm c.p. brass pillar taps 32 mm c.p. brass waste of standard pattern including painting of fittings and brackets cutting and making good the walls wherever require isto white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap" "providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. semi rigid pipe 32 mm dia" providing and fixing 600x450 mm beveled edge mirror of superior glass of approved quality complete with 6 mm thick hard board ground fixed to wooden cleats with c.p . brass screws and washers complete. "providing and fixing brass bib cock of approved quality 15 mm nominal bore" "providing and fixing brass stop cock of approved quality 15 mm nominal bore" providing and fixing circular or hexagonal cast iron or m.s. sheet box for ceiling fan clamp of internal dia 140 mm 73 mm height top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron or m.s. sheet box by means of 3.3 mm dia round headed screws one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. providing and fixing isi marked oxidised m. s handles conforming to is 4992 with necessary screws etc. complete 125 mm providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc. complete. providing and fixing is 12817 marked stainless steel butt hinges heavy weight with stainless steel screws etc. complete 100x60x2.50 mm "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work a. 15 mm dia nominal bore preferable make tata or jindal or as per direction of eic" "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work b. 20 mm dia nominal bore preferable make tata or jindal or as per direction of eic" providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work d. 50 mm dia nominal bore preferable make tata or jindal or as per direction of eic "providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion single socketed pipes. 110 mm diameter" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 20 mm nominal bore" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 50 mm nominal bore" providing and placing on terrace at all floor levels polyethylene water storage tank is isto 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet outlet and overflow pipes but without fittings and the base support for tank. providing and fixing 100 mm sand cast iron grating for gully trap constructing brick masonry chamber for underground c.i. inspection chamber and bends with bricks in cement mortar 1 isto 4 1 cement 4 coarse sand c.i. cover with frame light duty 455x610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg r.c.c. top slab with 1 isto 1.5 isto 3 mix 1 cement 1.5 fine sand isto 3 graded stone aggregate 20 mm nominal size foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 1 isto 3 1 cement isto 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets isto with common burnt clay f.p.s. non modular bricks of class designation 7.5 "constructing masonry chamber 30x30x50 cm inside in brick work in cement mortar 1 isto 4 1 cement isto 4 coarse sand for stop cock with c. i. surface box 100x100 x75 mm inside with hinged cover fixed in cement concrete slab 1 isto 2 isto 4 mix 1 cement isto 2 coarse sand isto 4 graded stone aggregate 20 mm nominal size i or c necessary excavation foundation concrete 1 isto 5 isto 10 1 cement isto 5 fine sand isto 10 graded stone aggregate 40mm nominal size and inside plastering with cement mortar 1 isto 3 1 cement isto 3 coarse sand 12mm thick finished with a floating coat of neat cement complete as per standard design isto with common burnt clay f.p.s. non modular bricks of class designation 7.5" providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level isto 1 isto 1.5 isto 3 1 cement isto 1 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter 1.8 m long complete as per standard design. with common burnt clay f.p.s. non modular bricks of class designation 7.5 "cement concrete flooring 1 isto 2 isto 4 1 cement isto 2 coarse sand isto 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate" "providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus 0.05 percent total coated thickness zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns using self drilling or self tapping screws complete ridges plain 500 to 600mm " "providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by engineer in charge 0.50 mm plus 0.05 percent total coated thickness with zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling or self tapping screws of size 5.5 x 55 mm with epdm seal complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required." providing and fixing of glass panes with putty and glazing clips in steel doors and windows all complete with 4mm thick glass panes etc. complete. supply of led tube light fittings .make c.g. or philips fixing of led tube light fittings including supply of all hardwares as required. led fitting will be supplied by contractor. make c.g. or philips supply of 48 sweep ceiling fan complete with down rod.clamp canopy etc. fixing of 48 sweep ceiling fan complete with down rod.clamp canopy etc.fan hardwares required for fixing for i.e. nut bolts clamp screws etc wiil be supplied by contractor. supply and fixing of stepped type electronic fan regulator on existing switch board. wiring for light point fan point exhaust fan point with 1.5 sqmm frls pvc insulated copper conductor single core cable in consield with modular switch modular plate suitable gi box and earthing the point with 1.5 sqmm frls pvc insulated copper conductor cable as required. supply of frls pvc insulated copper conducter single core cable of size 6 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in consield or recessed medium class pvc conduit in concield as required 2 x 6 sqmm plus 1 x 6 sqmm earth wire. all the three colours should be red blue and green supply and fixing of utility db p or s 20a dp metal plug and socket distribution board grey make anchor or havells supply and installation of three phase industrial box with 32 amp 4 pole mcb and 5 pin top plug. make neptune or reputed make supply of frls pvc insulated copper conducter single core cable of size 10 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in surface or recessed medium class pvc conduit in concield as required 4 x 10 sqmm + 1 x 10 sqmm earth wire.all the five colours should be red blue yellow black and green preparation of earth pit with supply of all materials including 3m long 3.64mm thick perforted gi tube with salt and charcol in alternate layer and brick chamber at the top with chequered plate 6mm thick as per is 3043 with latest. supply and laying 25mm x 5 mm gi strip at 0.5 meter below ground or wall including connection with electrode with db. supply of all hardware are in scope of contractor supply ans fixing of surface mounting vertical type 415 volts tpn mcb distribution board of sheet steel dust proctected duly power coated painted inclusive 200 amp tinned copper bus bar common neutral link earth bar din bar for mounting mcb with provision of 100 amp tpn mccb as incomer interconnection between incomer mccb and busbar. supply and fixing of 5 to 32 amp rating 240 or 415 volt mcb suitable as per load. supply and fixing of four pole 100 amp rating 415 volt 16 ka mccb . laying of 1.1kv grade pvc al.cable of size 2 or 3 or 3.5 or 4c 2.5 or 6 or 10 or 16 or 25 or 35 sq.mm in underground trench of 760mm deepx760mm wide in single tier formation including trench excavation and back filling with bricks 15brick or m and sand protection route marker. road or concreete or bolder cutting and finishing the road to its original shape are in the scope of the contractor. supply and fixing of street light on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply and fixing of bulk head fitting on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply installation and commissioning of exhaust fan of size 300 mm dia. this includes cutting of wall and finishing and supply of hardware like nut bolts etc. make crompton

Central Government/Public Sector

TRN :34378675 | 13 May, 2025

Tender Value : 0

Kothagudem - Telangana

Tender for gem bids for bricks , 10mm stone aggregates , 20mm stone aggregates , 40mm stone aggregates , coarse sand , fine sand , moorum filling material , portland cement , vitrified floor tile 60x60 cm , white cement , paint primer , distemper paint , acrylic smooth exterior paint , synthetic enamel paint , cement base wall care putty , roller brush , 100mm brush , tmt bar 12 mm 880 kg and 08 mm 250kg , binding wire , rectangular hallow section , gi plan sheet barge board upto 300 mm and gutter 600 mm over all girth , cgi precoated galvanised iron sheet , self screw , welding rod , 4 inch cutting blade , iron angle frame for door angle size 40x40x6 mm , wooden door 35 mm thick shutters , iron angle window with grill bar and glass panes fix with silicon complete all fitting accessories , tower bolt , handle , aldrop , calcium silicate reinforced with fibre and natural filler false ceiling tiles of size 595x595 mm , 4 mm dia steel wire rope lock u clamp set pu coated , aluminium with stainless steel ss coating 4 ftx 3 mtr mosquito net wire and meshs , 1.5 sqmm single core wire , 2 .5 sqmm single core wire , 6 amp switch , 6 amp socket 5-pin , 16 amp switch , 16 amp socket , ceiling rose , 1200mm ceiling fan , modular fan regulator , led tube light 20 watt , 16 amp single pole mcb , 32 amp double pole mcb , mcb box 8 way , pvc board size 9x8 inch , 25 mm casing capping , 25 mm casing capping clip , screw 1.5 inch , 6 mm pvc gatti , pvc 6 way board , insulation tap , contractor mason labour and electrician charges for construction of barrack size 20 feet x 60 feet and 5 feet veranda with brick wall plastering floor tiling false ceiling work etc

Central Government/Public Sector

TRN :34378688 | 10 May, 2025

Tender Value : 0

Kothagudem - Telangana

Tender for gem bids for bricks , 10mm stone aggregates , 20mm stone aggregates , 40mm stone aggregates , coarse sand , fine sand , moorum filling material , portland cement , paint primer , distemper paint , acrylic smooth exterior paint , synthetic enamel paint , cement base wall care putty , roller brush , 100mm brush , tmt bar 12 mm 550 kg 10mm 30kg and 08 mm 130 kg , binding wire , rectangular hallow section pipe 50x25x2.50 mm , gi plan sheet barge board upto 300 mm and gutter 600 mm over all girth , cgi precoated galvanised iron sheet 10x3 15 nos , cgi precoated galvanised iron sheet 6x3 5nos , self screw , welding rod , 4 inch cutting blade , iron angle frame for door angle size 40x40x6 mm , wooden door 35 mm thick shutters , iron angle window size 1.2x1.2 mtr with grill bar and glass panes fix with silicon complete all fitting accessories , tower bolt , handle , aldrop , false ceiling , 4 mm dia steel wire rope lock u clamp set pu coated , aluminium with stainless steel ss coating 4 ftx 3 mtr mosquito net wire and meshs , contractor mason labour electrification charge for construction of morcha size 6x6 feets with guard room size 18x14 feet including 5 feet varandah nos each unit

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)

Statutory Bodies and Commissions/Committees

TRN :48330395 | 15 May, 2025

Tender Value : 2.00 Crore

Shillong - Meghalaya

Tender for cardiac stents and consumables, on consignment basis , group –a1 consumables & accessories, etc , puncture needle for vascular access • 18g • 6-7.5 cm long • 0.038 inch guide wire compatible • should be supplied individually packed • needle should have protected plastic tube covering , puncture needle dedicated for radial artery access • 20-22g • 3-5 cm long • 0.021 or 0.025 inch guide wire compatible • should be supplied individually packed • needle should have protected plastic tube covering , doppler puncture needle (with facility of detecting doppler signals of vascular structures) , special puncture needle with facility of detecting ultrasound images of vascular structures) , introducer sheath for adults (size 4fr.-9fr.) (standard length) • sizes 4french/5 french /6 french /7 french /8 french /9 french. • 10-11 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , introducer sheath with puncture needle for adults (size 4fr.-9fr.) (standard length) • sizes 4french/5 french /6 french /7 french /8 french /9 french. • 10-11 cm long • pack must include 18 g, 6-7.5 cm long puncture needle • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , introducer sheath for adults (size 10fr.-11fr.) (standard length) • 10fr.& 11 fr. • 10-11 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , introducer sheath for adults (size 12fr. and higher) (standard length) • 12fr/13 fr./14 fr. and higher • 10-11 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , long introducer sheath (20-30 cm long) (size 5fr.-9fr.) • sizes 5 french /6 french /7 french /8 french /9 french. • sheath should be between 20-30 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , long introducer sheath (20-30 cm long) (size 10fr.-11fr.) • 10 french & 11 french • sheath should be between 20-30 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , patient transfer and or table super absorbent sheet having loading capacity upto 150 kg size 210x80cm • composite of air formed nonwoven and cross-linked acrylate copolymer. • hotmelt adhesive based hydrocarbons, styrene, rubber copolymer and resin. • loading capacity of 150kg • dimension of 210cm x 80cm absorption capacity of 1.5 ltr , extra thin floor cover made with clean, extremely absorbent cellulose-based material having thermo-mechanic fibre connectors without adhesive and binding agents for freely and swiftly absorption of fluid, non-slip backside, retains 1.5 to 1.7 ltr of fluids • supercore having cellulose and sodiumpolycarylate bonded with thermo-mechanic fibre connectors without any adhesive and binding agents • pp-nonwoven hydrophiliated surface and rear side • quick absorption facility with long-term binding of large quantities of liquid upto 1.7 ltr • extra thin and individual cuttable • easy in use on floors, tables and beds in operating theatres during medical examinations • facility to absorb fluids from both sides • non-slip proof backside having size of 116cm x 76cm , breathable fluid and germ impermeable, skin friendly having smooth surface transfer and repositioning sheet retains upto 1.9 ltr of fluids and upto 100kg weight capacity • odourless, insoluble fluid and germ impermeable skin friendly • supercore® technolgoy composite of 76% cellulose and 24% sodiumpolyacrrylate for impressive absorbency and excellent fluid dispersion than conventional airlaids • having weight of ca. 295g • having loading capacity upto 100kg with dimension of 80 x 210cm having absorption capacity of 2900 ml/pc or 1800ml/m2 , radiation protection body contoured endoskeleton with 0.5mm lead equivalence. bilayer for protection, with mantis arms, proprietary illiac crest belt for efficient weight redistribution ensuring no weight on the shoulders and spine • bilayer with mantis arms, iliac crest belt for efficient weight redistribution to ensure no weight on shoulder and spine • made with highest quality core material product in lead and non-lead materials • having durable and flexible endoskeleton • having comfort and adjustable belt with memory foam interior and spacer mesh to help regulate users temperature • available in 0.5mm lead equivalence available in small, medium, large and x-large stocked , group –a2 , long introducer sheath (20-30 cm long) (size 12fr. and higher) • 12fr./13 fr./14 fr. and higher • sheath should be between 20-30 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , long introducer sheath (30-50 cm long) (size 5fr.-9fr.) • sizes 5 french /6 french /7 french /8 french /9 french. • between 30-50 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , long introducer sheath (30-50 cm long) (size 10 fr.-11fr.) • sizes of 10 french & 11 french • between 30-50 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , long introducer sheath (30-50 cm long) (size 12 fr. and higher) • sizes of 12 french/13 french/ 14 french and higher • between 30-50 cm long • 0.035 or 0.038 inch guide wire compatible with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , extra long introducer sheath (> 50 cm) (size 5fr.-9fr.) • 5 french /6 french /7 french /8 french /9 french. • more than 50 cm long • 0.035 or 0.038 inch guide wire compatible with haemostatic valve to prevent back leak and airaspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , extra long introducer sheath (> 50 cm) (size 10 fr.-11fr.) • sizes of 10fr.& 11 fr. • more than 50 cm long • 0.035 or 0.038 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , extra long introducer sheath (> 50 cm) (size 12fr.and higher) • sizes of 12fr./13 fr./14 fr. and higher • more than 50 cm long • 0.035 or 0.038 inch guide wire compatible with haemostatic valve to prevent back leak and airaspiration • integral side port with attached 3-way stopcock • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • with smooth and resistance free insertion , introducer sheath dedicated for trans radial access • sizes from 4french/5french/ 6 french/7 french • between 7-11 cm long • 0.021 or 0.025 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • with integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • should have smooth and resistance free insertion , long introducer sheath dedicated for transradial access • sizes from 4french/5french/ 6 french/7 french • between 16-24 cm long • 0.021 or 0.025 inch guide wire compatible • with haemostatic valve to prevent back leak and air aspiration • with integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • should have smooth and resistance free insertion , transradial introducer kit • includes 21 g puncture needle • 0.021 inch introducer guide wire • introducer sheath sizes from 4french/5french/ 6 french/7 french • sheath size between 10-24 cm long , group - a3 , ptfe coated diagnostic guide wire - (regular length, regular stiffness) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be between 145-180 cm long • should be available as straight & j-shaped tip • should be available in variable lengths of flexible/floppy end • should be available in variable j tip sizes • should be available in fixed as well as movable core , ptfe coated diagnostic guide wire - (exchange length, regular stiffness) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be 240-300 cm long • should be available as straight or j-shaped tip • should be available in fixed as well as movable core , ptfe coated diagnostic 0.032 inch guide wire - (regular length, extrastiff shaft strength) -amplatz type • should be available in 0.032 inches size • should be between 145-180 cm long • should be available as straight & j-shaped tip , ptfe coated diagnostic 0.032 inch guide wire - (regular length, extrastiff shaft strength) -amplatz type • should be available in 0.032 inches size • should be between 240-300 cm long • should be available as straight & j-shaped tip , ptfe coated diagnostic guide wire - (regular length, extrastiff shaft strength) -amplatz type • should be available in 0.035 inches size and higher • should be between 145-180 cm long • should be available as straight & j-shaped tip , ptfe coated diagnostic guide wire - exchange length, extrastiff shaft strength) -amplatz type • should be available in 0.035 inches size and higher • should be between 240-300 cm long • should be available as straight & j-shaped tip , ptfe coated diagnostic guide wire - regular length,ultra stiff shaft strength) -amplatz super stiff type • should be available in 0.032, 0.35, 0.038 inches size • should be between 145-180 cm long • should be available as straight or j-shaped tip; should have extra ordinary or exceptional shaft strength , ptfe coated diagnostic guide wire - exchange length,ultra stiff shaft strength) -amplatz super stiff type • should be available in 0.032, 0.035 and 0.038 inches size • should be between 240-300 cm long • should have extra ordinary or exceptional shaft strength , pigtail catheter • 4french/5french/6french/7french/8french size • should be available in various lengths , angled pigtail catheter • 4french/5french/6french/7french/8french size • should be available in various lengths , group-a4 , pigtail catheter with marker • 4french/5french/6french/7french/8french size • should be available in various lengths , judkins catheter • 4french/5french/6french/7french/8french size left and right judkins catheters in various standard curves and lengths. , multipurpose catheter • 4french/5french/6french/7french/8french size multipurpose catheter in various standard curves and lengths. , amplatz catheter- 4french/5french/6french/7french/8french amplatz left (al) and amplatz right (ar) catheter in various standard curves and lengths , internal mammary catheter – • 4french/5french/6french/7french/8french in various standard curves and lengths , by- pass graft catheters- • 4french/5french/6french/7french/8french in various standard curves and lengths. , transradial diagnostic coronary catheters - • 4french/5french/6french/7french diagnostic coronary catheters of various curves and lengths dedicated for trans radial coronary angiography , nih catheter- • 4french/5french/6french/7french/8french in various standard curves and lengths. , cournard catheter- • 4french/5french/6french/7french/8french in various standard curves and lengths. , thermo dilution catheter • should be compatible with the available system , group –b1 , ptca inflation device • efficient locking system to maintain high pressure • rapid inflation and deflation • clear barrel for easy visualization of de-bubbling • luminescent analog pressure gauge (up to 30 atm) • ergomatric and user friendly hand held design , tuohy borst (haemostatic y-connector) for ptca- rotating mechanism • should accommodate virtually all interventional devices • large thumb wheel for easy maneuverability • luer connector at the guiding catheter end • rotating adapter at the guiding catheter end , tuohy borst (haemostatic y-connector) for ptca- push mechanism • should accommodate virtually all interventional devices • luer connector at the guiding catheter end • rotating adapter at the guiding catheter end • should have bleed back safety mechanism • stepwise control for open, semi-open and closed position , tuohy borst- double (haemostatic y-connector) for bifurcation ptca • two ports for insertion of interventional devices • luer connector at the guiding catheter end • rotating adapter at the guiding catheter end , large bore tuohy borst (haemostatic y-connector) , ptca guide wire torquer • should hold guide wires from 0.009-0.018 inches • ergomatric and user friendly design , ptca guide wire insertion needle • 20 g size • 10 -12 cm long • should hold up to 0.018 inch guide wire , ptca guide wire accessory kit containing • haemostatic y connector • ptca guide wire torquer • ptca guide wire insertion needle , ptca inflation device with accessory kit containing • ptca inflation device • haemostatic y connector • ptca guide wire torquer • ptca guide wire insertion needle , control syringes for ptca • clear, glass-like plastic syringe • markings up to 10 or 12 ml • palm and finger assisted easy maneuverability • plunger should have resistance free movement • should have a stopper with 0.5 ml reserve , group -b2 , connector tubing (connecting between touhy borst and manifold) • should be between 20- 50 cm • should have large i.d for easy flow of contrast • should take high pressure • should be flexible • should have male and female hubs , manifold for ptca with two side ports • large i.d for easy flow of contrast • smooth resistance free unidirection handle/knob , manifold for ptca with three side ports • large i.d for easy flow of contrast • smooth resistance free unidirection handle/knob , manifold with attached tubings • two side port manifold • one connector tubing for connecting manifold to tuohyborst • one luer lock control syringe (10 or 12 ml) for contrast injection • one large bore tubing (with flow regulating knob) for withdrawing contrast • one three way stop-cock , ptca kit: should contain the following items • one tuohyborst (haemostatic y- connector) • one two side-port manifold • one connector tubing for connecting manifold to tuohyborst • one luer lock control syringe having markings up to 10 or 12 ml for contrast injection • one ptca guide wire insertion needle • one ptca guide wire torquer • one large bore contrast tubing (with flow regulating knob) for attachment between contrast bottleand manifold side port • one pressure monitoring line (150 cm) • one three way stop-cock , femoral compression devices- disc/dome based compression , domes of femoral compression device , ptca guiding catheter- • sizes of 5fr, 6fr, 7fr and 8fr. • all possible shapes including catheters: judkins/femoral left and right, extra back up support,amplatz, voda, multipurpose, hockey stick, transradial interventions, bypass-graft/limainterventions and others • should also have availability of smaller length catheters (90 cm) • should also have availability of catheters with side holes • should also have short tip catheter , large lumen (i.d) ptca guiding cathete (6 french size) • must have i.d of more than 0.070 inch • should have all possible shapes including catheters: judkins/femoral left and right, extra back upsupport, amplatz, voda, multipurpose, hockey stick, transradial interventions, bypassgraft/lima interventions, short tip catheters and others , large lumen (i.d) ptca guiding cathete (7 french size) - • must have i.d of more than 0.080 inch • should have all possible shapes including catheters: judkins/femoral left and right, extra back upsupport, amplatz, voda, multipurpose, hockey stick, transradial interventions, bypassgraft/lima interventions, short tip catheters and others , guide extension catheter with the working length of 150 cm and guide extension segment upto 40cm with 1x1 stainless steel wire braiding with hydrophilic coating and compatible with 6f/7f and 8f femoral guide catheter , group -b3 , ptca guiding catheter for dca , ptca guide wire -regular length, regular shaft support and floppy tip , ptca guide wire -regular length, extra- support shaft and floppy tip , ptca guide wire - exchange length , ptca guide wire- hydrophilic coated, regular length , ptca guide wire- hydrophilic coated, exchange length , special ptca guide wires with elastinite core and stainless steel , shaft support • both regular and exchange length wires • should have wires with varying degree of shaft support , special ptca guide wire with dual coating • should have distal hydrophilic coating and proximal hydrophobic coating • should have wires with variable tip stiffness and variable shaft support , special ptca guide wire with multiple markers for measuring the length of stenotic segment , ptca guide wires for chronic total occlusion (cto) , group -b4 , special non-tapering ptca guide wires for cto with platinum iridiumdistal spring coil • wires available in variable distal tip stiffness, measured in terms of grams , special tapering ptca guide wires for cto with platinum iridiumdistal spring coil • wires available in variable distal tip stiffness, measured in terms of grams , special tapering ptca guide wires for cto withhydrocoathydrophiliccoating • wires available in variable distal tip stiffness , • special hydrophilic ptca guide wires for cto with super elasticalloy (ni-ti) core polyurethrane hydrophilic distal coating , special ptca guide wires for cto, dedicated for retrogradeapproach , extension (doc) wire for approved regular length ptca guide wires , penetration catheters for cto having rotational bluntpenetration , penetration devices for cto by blunt dissection using acuating jaws , ptca guide wire with bidirectional deflectable distal tip , ptca catheter with deflectable distal end • should guide the direction of ptca guide wire , cto reentry system with 2 over the wire lumens and 2 hubs, 3 exit ports for 360 degree functionality for sgr technique 18g • over the wire dual wire lumen micro catheter • 1.5f lesion entry profile* • two separate otw lumens and three exit ports 360 degree guidewire redirection option , dual lumen device for simultaneous haematoma aspiration and redirection of guidewire in true lumen in complex cto cases, 360 degree access • 2.3fx3.3f distal shaft profile and 2.6fx3.4f proximal shaft profile • 0.014” guidewire compatibility • usable length of 140cm additional exit port in the tip lumen of the exit port of the stylet lumen , trapping device for wire trapping used with otw devices with lowest shaft profile of 2f • single use device consisting of hub, shaft and balloon • highly compatible small shaft profile of 2f • designed to trap the guidewire at low inflation pressure depth marker for 90cm guide catheter , intra coronary guide extension catehter • flex zone and unique 3 zone transition for smooth trackability • highest coiling density for extra pushability • 25cm rapid exchange section • two exit markers at 95cm and 105cm working length of 150cm , group -b5 , ptca balloon (non-compliant) - • quote both monorail (rapid exchange) and otw balloons • available in all sizes from 2- 4.0 mm, variable lengths • should have a very high rated burst pressure , special large ptca balloons of more than 4 mm • variable lengths , special ptca balloon catheter with low crossing profile • must have crossing balloon profile of less than 0.025 inches , special ptca balloon catheter of less than 1.5 mm • should be available in variable balloon lengths , special otw ptca balloon for septal ablation for hocm , high pressure cto non compliant with low crossing profile (diameter 0.85mm) assorted sizes) • xr (excellent rewrap) balloon material with ultrathin marker bands • hydro-x hydrophilic coating (distal tip to exit port) • invio coating on guidewire lumen • sub-zero flex tip tapered tip with zero guidewire transition for smooth lesion • 0.85mm diameter • p-tech hypotube with excellent transitional balance, pushability and exceptional kink resistance • crossing profile of 0.0313 inches and tip entry profile 0.0208 inches available in sizes 1.5 – 5.00 mm diameter with length of 10,12,15, 20 & 30mm , group -b6 , ptca balloon for retrograde approach of cto • should be available in both regular and long lengths for retrograde approach , non compliant speciality balloon having the catheter length of 140 cm or more. tip entry profile of 0.019 inch or less and mid- balloon profile of 0.036 inch or less with 3/4 stainless steel cutting blades having a functional height of 0.005 inch. available in a working length of 6, 10 & 15mm and balloon having a working range between 6 to 12 atm. , scoring balloon catheter for ptca , dual wire ptca dilatation catheter , drug eluting ptca balloon using matrix technology , ptca bifurcation balloon , stainless steel coronary stents, premounted on balloon – , stainless steel coronary stents, premounted on balloon – , stainless steel coronary stents, premounted on balloon – , cobalt chromium balloon coronary stents, premounted onballoon – , group -b6- a , coronary stents : non-medicated coronary stent balloonmounted , non-medicated stent on stainless steel platform balloonmounted , non-medicated stent on non-stainless steel platform with uniform ultrathin struts ( up to 60 microns) balloonmounted , non-medicated stent on non-stainless steel platform with uniform thin struts ( 61 to 80 microns) balloonmounted , non-medicated stent on non-stainless steel platform with struts thickness ( > 80 microns) balloonmounted , non-medicated stent on non-stainless steel platform for coronary artery diameters all sizes including 4.5mm or more. balloonmounted , non-medicated stent on non-stainless steel platform for coronary artery disease all lengths including 8mm or less. , group -b6- b -coronary stents : non-medicated coronary stent , balloonmounted , non-medicated stent on stainless steel platform , balloonmounted , non-medicated stent on non-stainless steel platform with uniform ultrathin struts ( up to 60 microns) , balloonmounted , non-medicated stent on non-stainless steel platform with uniform thin struts ( 61 to 80 microns , balloonmounted , non-medicated stent on non-stainless steel platform with struts thickness ( > 80 microns) , balloonmounted , non-medicated stent on non-stainless steel platform for coronary artery diameters all sizes including 4.5mm or more. , balloonmounted , non-medicated stent on non-stainless steel platform for coronary artery disease all lengths including 8mm or less. , group -b6- b.coronary stents : medicated coronary stent -sirolimus eluting , balloon mounted, sirolimus eluting stent with biodurable polymer on stainless steel platform. , balloon mounted, sirolimus eluting stent with biodurable polymer on a non-stainless steel platform. , balloon mounted, sirolimus eluting stent with biodegradable polymer on stainless steel platform. , balloon mounted, sirolimus eluting stent with biodegradable polymer on cocr platform with hybrid stent design and uniform thin struts upto 65 micron, and diameter from 2.25 to 4mm of varying lengths from 10 to 40 mm. , balloon mounted, sirolimus eluting stent with biodegradable polymer on non-stainless steel platform with uniform thin struts (61-80 microns) , balloon mounted, sirolimus eluting stent with biodegradable polymer on non-stainless steel platform with uniform strut thickness greater than 80 microns. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform thin struts (61 -80 microns) and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns) and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) of varying lengths including stent length of 8mm or less. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns)of varying lengths including stent length of 8mm or less , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length of 8mm or less , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) of varying lengths including stent length of 48mm or more , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns) of varying lengths including stent length of 48mm or more , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length of 48mm or more , balloon mounted , polymer free, sirolimus eluting stent , group -b6- c - coronary stents : medicated coronary stent -drug eluting , balloon mounted, sirolimus eluting stent with biodurable polymer on stainless steel platform. , balloon mounted, sirolimus eluting stent with biodurable polymer on a non-stainless steel platform. , balloon mounted, sirolimus eluting stent with biodegradable polymer on stainless steel platform. , balloon mounted, sirolimus eluting stent with biodegradable polymer on cocr platform with hybrid stent design and uniform thin struts upto 65 micron, and diameter from 2.25 to 4mm of varying lengths from 10 to 40 mm. , balloon mounted, sirolimus eluting stent with biodegradable polymer on non-stainless steel platform with uniform thin struts (61-80 microns) , balloon mounted, sirolimus eluting stent with biodegradable polymer on non-stainless steel platform with uniform strut thickness greater than 80 microns. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform thin struts (61 -80 microns) and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.0mm to 4.00 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns) and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.25mm to 4.5 mm of varying lengths. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) of varying lengths including stent length of 8mm or less. , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns)of varying lengths including stent length of 8mm or less , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length of 8mm or less , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (upto 60 microns) of varying lengths including stent length of 48mm or more , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform ultrathin struts (61-80 microns) of varying lengths including stent length of 48mm or more , balloon mounted, sirolimus eluting stenton non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length of 48mm or more , balloon mounted , polymer free, sirolimus eluting stent , group -b6- d coronary stents : medicated coronary stent -drug eluting , balloon mounted, everolimus/zotarolimus eluting stent with biodurable polymer on stainless steel platform. , balloon mounted, everolimus/zotarolimus eluting stent with biodurable polymer on non-stainless steel platform. , balloon mounted, everolimus/zotarolimus eluting stent with biodurable polymer on non-stainless steel platform and diameters of 2.25mm or less to 4.00mm or more of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent with biodegradable polymer on non stainless steel platform. , balloon mounted, everolimus eluting stent with biodegradable polymer on cocr platform with hybrid stent design and uniform ultrathin struts ( upto 63 micron) and diameters of 2.25 to 4.00mm. , balloon mounted, everolimus/zotarolimus eluting stent with biodegradable polymer on non-stainless steel platform with uniform thin struts (61-80 microns) , balloon mounted, everolimus/zotarolimus eluting stent with biodegradable polymer on non-stainless steel platform with struts thickness greater than 80 microns. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with ultra thin struts ( upto 60 microns) and diameters of 2.0mm to 4.0mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform thin struts ( 61-80 microns) and diameters of 2.0mm to 4.0mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.0mm to 4.0mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with ultra thin struts ( upto 60 microns) and diameters of 2.25 mm to 4.5mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform thin struts ( 61-80 microns) and diameters of 2.25 mm to 4.5mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform strut thickness greater than 80 microns and diameters of 2.25 mm to 4.5mm of varying lengths. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with ultra thin struts ( upto 60 microns) of varying lengths including stent length 8mm or less. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform thin struts ( 61-80 microns) of varying lengths including stent length 8mm or less. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length 8mm or less. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with ultra thin struts ( upto 60 microns) of varying lengths including stent length 48mm or more. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform thin struts ( 61-80 microns) of varying lengths including stent length 48mm or more. , balloon mounted, everolimus/zotarolimus eluting stent on non-stainless steel platform with uniform strut thickness greater than 80 microns and of varying lengths including stent length 48mm or more. , balloon mounted , polymer free, everolimus/zotarolimus eluting stent , usfda approved platinum chromium everolimus eluting des with abluminally coated bioabsorbable polymer having a thickness not more than 5?m and a bi segment shaft with a midshaft segment made of lasercut hypotube with the length >10cm and minimum of about 500 lasercuts. should be available in diameters from 2.25 to 5.00mm and lengths of 8,12,16,20,24,28,32,38 and 48mm and the total stent thickness < 90?m. , usfda approved platinum chromium everolimus eluting des specifically designed for left main and large proximal vessels with abluminally coated bioabsorbable polymer having a thickness not more than 5?m and a bi segment shaft with a midshaft segment made of hypotube with lasercuts and a 12 peak design. should be available in diameters from 3.50 to 5.00mm and lengths of 8,12,16,20,24,28 and 32 mm withthe overexpansion capability of minimum 6.00 mm. total stent thickness should be < 95?m , usfda approved platinum chromium everolimus eluting des with permanent polymer having a thickness not more than 5?m and a bi segment shaft with a midshaft segment made of lasercut hypotube with the length of 10cm and about 300 lasercuts. should be available in diameters from 2.25 to 4.00mm and lengths of 8,12,16,20,24,28,32 and 38 mm. , sirolimus coated drug eluting coronary stent. hybrid cell design, cobalt-chromium platform with biodegradable polymer, small strut thickness of 50 ?m 5f guide catheter compatible, with variable diameter and length available upto =48mm , everolimus coated drug eluting coronary stent. hybrid cell design, cobalt-chromium platform with biodegradable polymer, small strut thickness of 50 ?m 5f guide catheter compatible, with variable diameter and length available upto =48mm , sirolimus coated drug eluting tapered coronary stent with 0.5 mm difference of diameter between proximal and distal end.cobalt chromium platform with biodegradable polymer, small strut thickness, different diameter of upto 4.5mm (proximal end ) and length available upto = , group -b6- e. medicated coronary stent -paclitaxel eluting , balloon mounted, paclitaxel eluting stent with biodurable polymer on stainless steel platform. , balloon mounted, paclitaxel eluting stent with biodurable polymer on non-stainless steel platform. , balloon mounted, paclitaxel eluting stent with biodegradable polymer on stainless steel platform. , balloon mounted, paclitaxel eluting stent with biodegradable polymer on non-stainless steel platform. , balloon mounted, paclitaxel eluting stent on non-stainless steel platform and diameters of 2.0mm to 4.0mm of varying lengths. , balloon mounted, paclitaxel eluting stent on non-stainless steel platform and diameters of 2.25 mm to 4.5 mm of varying lengths. , balloon mounted, paclitaxel eluting stent on non-stainless steel platform of varying lengths including stent length of 8mm or less. , balloon mounted, paclitaxel eluting stent on non-stainless steel platform of varying lengths including stent length of 48mm or more. , group -b6- f coronary stents : medicated coronary stent -newer limus analogue ( other than sirolimus, everolimus, zotarolimus) , balloon mounted, newer limus analogue with biodurable polymer on stainless steel platform. , balloon mounted, newer limus analogue with with biodurable polymer on non-stainless steel platform. , balloon mounted, newer limus analogue with with biodegradable polymer on stainless steel platform. , balloon mounted, newer limus analogue with with biodegradable polymer on non-stainless steel platform. , balloon mounted, newer limus analogue eluting stent on non-stainless steel platform and diameters of 2.0mm to 4.0mm of varying lengths. , balloon mounted, newer limus analogue eluting stent on non-stainless steel platform and diameters of 2.25 mm to 4.5 mm of varying lengths. , balloon mounted, newer limus analogue eluting stent on non-stainless steel platform of varying lengths including stent length of 8mm or less. , balloon mounted, newer limus analogue eluting stent on non-stainless steel platform of varying lengths including stent length of 48mm or more. , balloon mounted ,newer limus analogue with abluminal drug coating. , group -b6- g other coronary stents , self - expanding drug eluting coronary stent dedicated for bifurcation lesion. , self - expanding drug eluting coronary stent dedicated for side branch access. , balloon mounted drug eluting , tapered coronary stents. , balloon mounted coronary stents covered with flexible mesh sleeve. , self expanding drug eluting coronary stents. , balloon mounted, dual drug coated drug eluting stents. , bioresorbable coronary vascular scaffold. , coronary stent graft/coronary covered stent with sandwich design of variable diameters and lengths. , coronary stent graft/coronary covered stent of variable diameters and lengths, with single stent design and 5 french guide catheter compatibility. , biodurable polymers includesibs( poly styrene-b-isobutylene -b styrene), pbma( poly-n-butyl methacrylate,peva ( polyethelene covinyl acetate), pvdf-hfp(poly vinlidine fluoride hexafluropropylene,0 pc( phosphoryicholine) siloxane copolymer and any other commercially approved biodurable polymer. , paclitaxel coated semi- compliant drug coated balloon having a drug load of less than 3 ?g/mm2 and a balanced hydrophilic hydrophobic excipient with a bi segment inner lumen shaft and a hydrophilic coating on the shaft. available in the diameters of 2.00 to 4.00 mm and lengths of 12mm, 15mm, 20mm & 30mm. working range of 6 to 14 atm for sizes upto 3.0mm & 6 to 12 atm for 3.50 mm & 4.00 mm. , biolimus aa drug eluting stent system • hybrid cobalt chromium stent • abluminal biodegradable polymer with biolimus a9 eluting stents • mid-section s-shape connectors • thin strut cobalt chromium • 1.37mm large cell opening for easy side branch access • excellent trackability and pushability together with low tip entry profile available in sizes of 2.25, 2.50, 2.75, 3.00, 3.50 & 4.00mm dia with stent length of 9, 14, 19, 24, 29, 33 & 36mm , polymer and carrier free drug coated stent with biolimus a9 (ba9) & microstructured abluminal surface, having lower peak force for better tracebility, higher pushability & large cell opening diameter • polymer free and carrier free drug coated stent • biolimus a9 (ba9) and micro structured abluminal surface • lower peak force for better traceability • higher pushability of 49 pft to increase the efficiency of the force • large cell opening diameter 1.702mm to provides better access to side branch for subsequent stents available in sizes of 2.25, 2.50, 2.75, 3.00, 3.50 & 4.00mm dia with stent length of 8, 11, 14, 18, 24, 28, 33 & 36mm , sirolimus eluting coronary side branch stent system.sizes available 2.5mm x 2.5mm,3.0mm x 2.5mm,3.5mm x 2.5mm, 3.5mm x 3.00mm 4.0mm x 3.5mm lengths 16mm, 19mm, 24mm, & 29mm , group-b10 , rotalink plus (advancer and burr) , rotational atherectomy guide wires , rotaglide lubricant , ivus catheter • should be compatible with available machine of make boston scientific , catheter for virtual histology • should be compatible with available machine , catheter for optical coherence refractometry • should be compatible with available machine , drug delivery/infusion catheter , coronary probing catheter , coronary perfusion catheter , coronary trapeer catheter , group--b11 , special micro -catheter for cto retrograde approach , thrombectomy catheters with manual suction during ptca , thrombectomy catheters with distal balloon occlusion andautomated suction during ptca , thrombectomy catheters with motorized cutting and suction during ptca , doppler wire for ptca , presssure wire for ptca , group-b12 , embolic protection devices based on filter technology/mechanism , embolic protection devices with distal balloon occlusive technology , embolic protection devices with proximal balloon occlusive technology , arterial puncture closure devices - collagen plug based , arterial puncture closure devices - suture based , disposable femoral compression devices- balloon based compression , compression devices for radial artery- balloon based compression , compression devices for radial artery- strap based compression , ptca guide wire re-entry catheter for cto , coronary micro catheter- , group –c (drugs used in cath lab during coronay interventios) , injection nikorandil (2 mg) , injection bivaluridin , injection tirofiban , injection eptifibatide , injection abciximab , group– d1 , puncture needle for vascular access for paediatric / neonatal use • 20-22g • 3-5 cm long • 0.021 or 0.025 inch guide wire compatible • should be supplied individually packed • needle should have protected plastic tube covering , intravenous cannula ‘medicut’ type for vascular access • available in 16, 18, 20, 22 g • supplied with an attached luer-lock 2 ml syringe • individually packed with easy peel off , intravenous cannula for vascular access • available in 16, 18, 20, 22 g • 20 g should allow the passage of 0.025 hydrophilic guide wire • individually packed with easy peel off , intravenous cannula for vascular access in neonates • available in 24, 26 g • individually packed with easy peel off , introducer sheaths for pediatric use (size 4-6fr.) with straight introducer wire • sizes 4french/5french/6 french • between 5.5-7.5 cm long • 0.021 inch straight introducer guide wire • with haemostatic valve to prevent back leak and air aspiration • with integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with dilator-hub lock mechanism to prevent its back-out during insertion • should have smooth and resistance free insertion , introducer sheaths for pediatric use (size 4-6fr.) with j tip introducer wire • sizes 4french/5french/6 french • between 5.5-7.5 cm long • with 0.021 inch introducer guide wire with j tip on one end and straight tip on the other end (bothends should be soft) • with haemostatic valve to prevent back leak and air aspiration • should have integral side port with attached 3-way stopcock • with suture eye for securing sheath • kink resistant • with a dilator-hub lock mechanism to prevent its back-out during insertion • should have smooth and resistance free insertion , introducer sheath of 3 french (fr.) size (for neonatal/ pediatric use) , pigtail catheter (pediatric) - • 4french/5french/6french size • smaller length for neonatal and pediatric use • must be fda approved , judkins catheter (pediatric) - • 4f/5f/6f size left and right judkins catheters in various standard curves and lengths. • must be fda approved , special judkins coronary catheter with 2.5 cm curve (pediatric) • 4f/5f/6f , group-d2 , multiprpose catheter (pediatric) • 4f/5f/6f in various standard curves and lengths , 3- french’ diagnostic catheters for neonatal use • pigtail, judkins, multipurpose, cobra and other diagnostic catheters of 3 fr. size • varying lengths and shapes , special swan ganz catheter with: • 4f catheter should allow the passage of at least 0.021 inch, 5f – 0.025 inch, 6f – 0.035 inch and 7f,8f – 0.038 inch hydrophilic guide wire • must be available in 4f, 5f, 6f and 7f and 8 fr. sizes • catheter should be tapered at tip to ensure uniform diameter of the whole catheter • 10 cm marking along catheter body to confirm insertion depth , balloon tipped angiography catheter , berman cathter • must be available in 4f, 5f, 6f and 7f sizes • should have 6 - 8 holes proximal to the balloon for dye injection • catheter should be tapered at tip to ensure uniform diameter of the whole catheter • 10 cm marking along catheter body to confirm insertion depth , reverse berman catheter • should be available in 4f, 5f, 6f & 7f sizes • catheter should be tapered at tip to ensure uniform diameter of the whole catheter • should have holes proximal to the balloon for dye injection • should have a hole at the proximal tip to allow the passage over the wire , mullins sheath without side arm • should be available in 6 fr./7 fr./ 8fr. sizes • thick and stiff dilator for guiding septal puncture , mullins sheath with side arm • should be available in 6 fr./7 fr./ 8fr. sizes , group-d3 , ptmc balloon ‘inoue type’ with accessories , ptmc balloon of ‘inoue type’ without accessories , ptmc balloon ‘inoue type’ with accessories , ptmc balloon of ‘inoue type’ without accessories- , ptmc balloon ‘inoue type’ with accessories – , ptmc balloon ‘inoue type’ without accessories – , transseptal puncture needle • infants, pediatric and adult sizes • tapering tip • standard curve • hub with angle indicator , group-d4 , asd closure devices with delivery system - • approved for pediatric/adult use • device made of biologically inert material • self-centering, detachable device with delivery cable • available in all the sizes (6 mm – 40 mm) , asd closure device without delivery system , delivery sheath for asd closure device- compatible with the device approved in item no. 27.01 , preloaded asd closure devices - • approved for pediatric/adult use • device made of biologically inert material • preloaded device with delivery cable , asd closure devices with delivery system – • device made of biologically inert material • available in all the sizes , asd closure device without delivery system , delivery sheath for asd closure device- compatible with the device approved in item no at . 27.04 , asd closure device with delivery system – • device made of biologically inert material • available in all the sizes , asd closure device without delivery system – , delivery sheath for asd closure device– compatible with the device approved in item no. at 27.08 , fenestrated asd closure devices , group-d5 , vsd closure devices with delivery system - • approved for pediatric/adult use • device made of biologically inert material • self-centering, detachable device with delivery cable • available in all the sizes , vsd closure devices without delivery system , delivery sheath for vsd closure device - compatible with the device approved in item no.at 28.01 , vsd closure devices with delivery system - • device made of biologically inert material • available in all the sizes , vsd closure devices without delivery system - , delivery sheath for vsd closure device- ce marked compatible with the device approved in item no.at28.04 , vsd closure device with delivery system – • device made of biologically inert material • available in all the sizes , vsd closure device without delivery system – delivery sheath for vsd closure device– compatible with the device approved in item no. at 28.07 , pda closure devices with delivery system - • approved for pediatric/adult use • device made of biologically inert material • self-centering, detachable device with delivery cable • available in all the sizes , group -d6 , pda closure devices without delivery system , delivery sheath for pda closure device - compatible with the device approved in item no.29.01 , pda closure devices without delivery system - • device made of biologically inert material • available in all the sizes , pda closure device without delivery system – , delivery sheath for pda closure device – compatible with the device approved in item no.at 29.04 , pda closure device with delivery system – device made of biologically inert material • available in all the sizes , pda closure device without delivery system – , delivery sheath for pda closure device- compatible with the device approved in item no. at 29.07 , group-d7 , pfo closure device with delivery system – approved for pediatric /adult usedevice made of biologically inert material • available in all the sizes , pfo closure devices without delivery system , delivery sheath for pfo closure device – compatible with the device approved in item no. at 30.01 , pfo closure devices with delivery system - • device made of biologically inert material • available in all the sizes , pfo closure devices without delivery system - , delivery sheath for pfo closure device- compatible with the device approved in item no. at 30.04 , pfo closure device with delivery system – • device made of biologically inert material • available in all the sizes , pfo closure device without delivery system , delivery sheath for pfo closure device– compatible with the device approved in item no. at 30.07 , sizing balloon for device closure – circular shape , sizing balloon for device closure – oval shaped , sizing plate for device closure , group-d8 , delivery cables for asd/vsd/pda devices , retrievers for asd/vsd/pda devices , sheath for retrival of devices , wire 0.018” regular length, regular shaft stiffness • floppy tip • straight / j shaped tip • 140-180 cm long , wire 0.018” regular length, extra- stiff shaft • floppy tip • straight / j shaped tip • 140-180 cm long , wire 0.018” exchange length, regular shaft stiffness • floppy tip • straight / j shaped tip • 240-300 cm long , wire 0.018” exchange length, extra- stiff shaft • floppy tip • straight / j shaped tip • 240-300 cm long , valvoplasty balloon catheters • varying sizes and diameters • approved for pediatric/adult use , special balloon catheter compatible with 4 french sheath • compatible with 0.018 inch guide wire • varying length and diameter , special pediatric valvoplasty balloon catheters compatible with 4 french sheath • compatible with 0.025 inch guide wire • varying length and diameter , group-d9 , valvoplasty balloon catheters (sizes 10 – 22 mm) • approved for pediatric/adult use • varying length and diameter • nominal pressure < 4 atm , balloon catheters (sizes 10 – 22 mm) • approved for pediatric/adult use • varying length and diameter • nominal pressure > 8 atm , balloon in balloon catheter • quote in all sizes , fogarty embolectomy catheter • 4fr/5fr/6 fr sizes • metal rod at tip of the catheter to enable angulations up to 60 degrees , atrial septostomy catheter • 4fr/5fr/6fr sizes , detachable balloon , vascular plugs- fda approved , vascular plugs- ce marked , vascular plugs- approved by dcgi , radiofrequency perforation accessories • compatible with beyliss system , group-d10 , pda coils made of steel • 0.035, 0.038 inches • sizes ranging from 2 x 2 to 15 x 15 , pda coils made of nitinol • 0.035, 0.038 inches • sizes ranging from 2 x 2 to 15 x 15 , pda coils made of platinum • 0.035, 0.038 inches • sizes ranging from 2 x 2 to 15 x 15 , 0.052 inch pda coils made of nitinol • sizes ranging from 2 x 2 to 15 x 15 , 0.052 inch pda coils made of platinum • sizes ranging from 2 x 2 to 15 x 15 , embolisation coils (0.018 inch) • sizes ranging from 2 x 2 to 15 x 15 , embolisation coils (0.035 inch) • sizes ranging from 2 x 2 to 15 x 15 , embolisation coils (0.052 inch) • sizes ranging from 2 x 2 to 15 x 15 , park blade septectomy catheter , group-d11 , balloon expandable pulmonary artery and aortic stents – approved for pediatric/adult use • available in various sizes , self expanding pulmonary artery and aortic stents- • approved for pediatric/adult use • available in various sizes , hydrophilic diagnostic guide wire - radifocus (regular length, regular stiffness) • must be available in 0.025, 0.032, 0.035 and 0.038 inches size • should have superelastic alloy core • should have super flexible wire tip • should be available in straight and angled tip • should be between 120-150 cm long , hydrophilic diagnostic guide wire -‘radifocus’ (exchange length, regular stiffness) • must be available in 0.025, 0.032, 0.035 and 0.038 inches size • should have superelastic alloy core • should have super flexible wire tip • should be available in straight and angled tip • should be 260 cm long , hydrophilic diagnostic guide wire - radifocus (regular length, extra-stiff) • must be available in 0.025, 0.032, 0.035 and 0.038 inches size • should have superelastic alloy core • should have super flexible wire tip • should be available in straight and angled tip o should be between 120-150 cm long , hydrophilic diagnostic guide wire - radifocus (exchange length, extra-stiff) • must be available in 0.025, 0.032, 0.035 and 0.038 inches size • should have superelastic alloy core • should have super flexible wire tip • should be available in straight and angled tip • should be 260 cm long , exchange length 0.035 inch guidewire dedicated for vsd device closure– noodle type , special introducer sheath for transseptal puncture • should include a dilator and sheath • dilator should provide smooth transition with septal puncture needle • should be available in varying sizes • radio-opaque tip marker for precise visualization of sheath • should be kink and collapse resistant • should be flexible , special long sheath with side arm having hausdorf-lock curve for asd device closure • variable lengths and sizes , special long sheaths with side arm having mullins curve, balkans curve, 180 curve and other curves • variable lengths and sizes , ptca inflation device- (maximum pressure upto 10 atm) • luminescent analog pressure gauge with maximum pressure up to 10 atm • efficient locking system to maintain high pressure • rapid inflation and deflation • clear barrel for easy visualization of de-bubbling • ergomatric and user friendly hand held design , group e -12 , disposable radiation protection pad -radial single layer, sterilized packed, non-vinyl, lead (pb)-free and light weight absorbable radial drape for protection from scattered radiation during interventional procedures like radial angioplasty, peripheral & ir etc. should have barc test certificate, and lead equivalency must be at least 0.125mmpb and attenuation shield size: 406mmx305mm mandatory document need to be submitted: • third-party environmental safety document. • clinical proof of attenuation. disposable radiation protection pad -femoral and subclavian single layer, sterilized packed, non-vinyl, lead (pb) -free and light weight absorbable femoral drape for protection from scattered radiation during interventional procedures like ep ablation, cto etc. should have barc test certificate, and lead equivalency must be at least 0.125mmpb and attenuation shield size: 406mmx305mm mandatory document need to be submitted: • third-party environmental safety document. • clinical proof of attenuation. no brainer cap non-lead single layer head cover, non-vinyl, lead (pb) -free x-ray attenuation, light weight surgical cap for radiation safety in all fluoro labs and must be fit all head sizes. should have a lead equivalency must be at least 0.125mmpb. weight should not be more than 95grams and attenuation shield size: 559mmx76mm mandatory document need to be submitted: • third-party environmental safety document. • clinical proof of attenuation , group -f1 , hydrophilic dignostic guide wire - (regular length, regular stiffness) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • should be between 120-180 cm long • short floppy tip 3-8 cm long , hydrophilic diagnostic guide wire - (exchange length, regular stiffness) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • should be 260 cm long • short floppy tip 3-8 cm long , hydrophilic diagnostic guide wire - (exchange length, regular stiffness) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • should be 300 cm long • short floppy tip 3-5 cm long , hydrophilic diagnostic guide wire - (regular length, extra-stiff) - • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • should be between 120-180 cm long • short floppy tip 3-8 cm long , hydrophilic diagnostic guide wire - (exchange length, extra-stiff) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • 3-5 cm long tip • should be 260 cm long , hydrophilic diagnostic guide wire - (exchange length, extra-stiff) • should be available in 0.025, 0.032, 0.035 and 0.038 inches size • should be available in straight and angled tip • 3-5 cm long tip • should be 300 cm long , ptfe coated extrastiff shaft strength wire- backup meier( regular length) • extremely stiff stainless steel shaft core • flexible short length ‘j’ shaped tip which should be highly radio-opaque . • 0.035 inches • 185 cm long , ptfe coated extra stiff shaft strength exchange wire- backup meier (exchange length) • extremely stiff stainless steel shaft core • flexible short length ‘c’ shaped tip which should be highly radio-opaque . • 0.035 inches • 300 cm long , nitinol 0.014 inch guidewire (exchange length)straight and angled • with hydrophilic coating • 260-300 cm long • with and without flexible tip , nitinol 0.018 inch guidewire (exchange length) • straight and angled • with hydrophilic coating • 260-300 cm long • with and without flexible tip , group -f 2 , heavy duty nitinol alloy extra support wire ( regular length) • 0.014 inches • nitinol alloy • with angled tip-3-5 cm long • tip with platinum/platinum alloy for optimum visualisation • with tfe coating • 180 cm long , heavy duty nitinol alloy extra support wire (exchange length) • 0.014 inches • nitinol alloy • with angled tip-3-5 cm long • tip with platinum/platinum alloy for optimum visualisation • with tfe coating • 270-300 cm long , heavy duty nitinol extra support wire( regular length) • 0.018 inches • nitinol alloy • with angled tip-3-5 cm long • tip with platinum/platinum alloy for optimum visualization • with tfe coating • 180 cm long , heavy duty nitinol extra support wire (exchange length) • 0.018 inches • nitinol alloy • with angled tip: 3-5 cm long • tip with platinum/platinum alloy for optimum visualisation • with tfe coating • 270-300 cm long , steerable high support .014 inch guidewire • ptfe/duraglide coated • distal radiopaque tip 3 cm long • straight and j curve • 180cm long , steerable high support .014 inch guide wire ( exchange) • ptfe/duraglide coated • distal radiopaque tip 3 cm long • straight and j curve • 260-300cm long , cobra catheter • 4french/5french/6french • 65-125 cm long • 021-038 compatible • in various standard curves . , sos omni catheter • 035-038 compatible • 80 cm long , tapered straight catheter • 4french/5french/6french • 70,100 cm long • .035 inch compatible , picard catheter • 4french/5french/6french • 035-038 compatible • in various standard lengths. , group -f3 , renal double curve catheter • in various standard lengths and curves , head hunter catheter • in various standard lengths and curves • 035-038 compatible • 100cm long , simmons/ sidewinder catheter • in various standard lengths and curves • 035-038 compatible • 100cm long , pre -shaped catheter for uterine artery embolisation • in various standard lengths and curves , vertebral catheter • in various standard lengths and curves , coeliac axis catheter • in various standard lengths and curves , shepherd’s hook catheter • in various standard lengths and curves , micro catheters (coiled stainless steel construction) • in various standard lengths and curves • 2-3.8f size • .010-.022 inch wire compatible • with radioopaque marker at tip , micro catheters (braided nitinol construction) • in various standard lengths and curves • 2-3.8f size • .010-.022 inch wire compatible • with radioopaque marker at tip , straight introducer sheath (standard length) with hydro philic introducer guide wire • sizes from 4french/5french/ 6 french/7 french/8frenc/9french • between 7-11 cm long • with 0.035 or 0.038 inch hydrophilic mini guide wire • with plastic cannula for arterial puncture , group -f4 , straight long introducer sheath with hydrophilic introducer guide wire • sizes from 4french/5french/ 6 french/7 french/8frenc/9french • 16 cm long • with 0.035 or 0.038 inch hydrophilic guide wire • with plastic cannula for arterial puncture , straight reinforced sheath with hydrophilic coating • sizes from 6french /7french /8frenc/9french/10french/11french • between 7-11 cm long • with 0.035 or 0.038 inch guide wire compatible • with radio-opaque tip , group -f5 , guiding catheter for peripheral vascular use – – should be braided with low friction inner layer - should have atraumatic soft tip - should be available in various tip shapes and curves for access to different parts of the peripheral vasculature, including renal double curve, cobra, multi-purpose and other shapes - should have od of 6f-8f available - should have the largest id for each od - should have lengths ranging from 55-90 cm , guiding catheter for peripheral vascular use – – should be braided with low friction inner layer - should have hydrophilic coating - should have atraumatic soft tip - should be available in various tip shapes and curves for access to different parts of the peripheral vasculature. - should have od of 6f-10f available - should have the largest id for each od - should have lengths ranging from 55-125 cm , guiding catheter for peripheral vascular use – – should be braided with low friction inner layer - should have hydrophilic coating - should have atraumatic soft tip - should be available in various tip shapes and curves for access to different parts of the peripheral vasculature. - should have od of 5f available with the largest od - should have a minimum length of 55 cm or more , long sheath for peripheral vascular access– - should be kink resistant with a reinforcement mechanism - should be low friction with inner coating to allow catheter manipulation - should have distal radio-opaque tip for enhanced visibility on fluoroscopy - should have smooth transition from dilator to sheath - should have a proximal hemostasis valve/provision for tuohyborst valve - should be color coded for size identification - should be available in various sizes of inner diameters and various lengths and have the largest id available , long sheath for carotid access – - should be kink resistant with a reinforcement mechanism - should be low friction with inner coating to allow catheter manipulation - should have distal radio-opaque tip for enhanced visibility on fluoroscopy - should have smooth transition from dilator to sheath - should have a proximal hemostasis valve/provision for tuohyborst valve - should be color coded for size identification - should be available in 4f-8f size with the largest id - should have a minimum length of 90 cm or more , long sheath for contra-lateral iliac/femoral access – - should be kink resistant with a reinforcement mechanism - should be low friction with inner coating to allow catheter manipulation - should have distal radio-opaque tip for enhanced visibility on fluoroscopy - should have smooth transition from dilator to sheath - should have a proximal hemostasis valve/provision for tuohyborst valve - should be color coded for size identification - should be available in 4f-9f size with the largest id - should have lengths ranging from 40- 110 cm , group -f6 , long sheath for renal access – - should be kink resistant - should be low friction with inner coating to allow catheter manipulation - should have distal radio-opaque tip for enhanced visibility on fluoroscopy - should have smooth transition from dilator to sheath - should have a proximal hemostasis valve/provision for tuohyborst valve - should be color coded for size identification - should be available in 5f-7f size with the largest id - should be at least 55 cm long , high pressure angioplasty balloon for peripheral vascular use – - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in various outer diameters and balloon lengths and various shaft lengths , high pressure angioplasty balloon for peripheral vascular use – - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in various outer diameters and balloon lengths , high pressure angioplasty balloon for peripheral vascular use – - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in various outer diameters and balloon lengths - should be available in various shaft lengths , high pressure angioplasty balloon for peripheral vascular use – - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in 4-10 mm (in 1 mm increments) and 12 mm diameters and 2-10 cm balloon length - should have a shaft size of 75-135 cm , high pressure angioplasty balloon for peripheral vascular use– - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in 4-12 mm diameter and 2-10 cm balloon length - should have a shaft size of 75-135 cm , high pressure angioplasty balloon for peripheral vascular use– - should have rated burst pressure > 14 atmosphere - should have hydrophilic coating - should be available in 4-12 mm diameter and 2-10 cm balloon length - should have a shaft size of 75-135 cm , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should have a burst pressure of at least 10 atmosphere (at least 6 atmosphere for larger balloons) - should have hydrophilic coating - should be available in various sizes of od and balloon lengths - should be available in various shaft lengths , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should be non-compliant or semi-compliant - should have hydrophilic coating - should be available in all ods of 3-10 mm and 12 mm and balloon length of 2-10 cm. - should have burst pressure of at least 10 atmosphere (the 12 mm od balloon should have a burst pressureof at least 6 atmosphere) - should pass through a maximum 6f sheath (the 12 mm od balloon should pass through a maximum 7fsheath) - should have a shaft length 80-135 cm , group -f7 , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should have a burst pressure of at least 10 atmosphere (at least 6 atmosphere for larger balloons) - should have hydrophilic coating - should be available in various sizes of od and balloon lengths - should be available in various shaft lengths , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should be non-compliant or semi-compliant - should have hydrophilic coating - should be available in od of 3-10 mm and 12 mm and balloon length of 2-10 cm. - should have burst pressure of at least 10 atmosphere (the 12 mm od balloon should have a burst pressureof at least 6 atmosphere) - should pass through a maximum 6f sheath (the 12 mm od balloon should pass through a maximum 7fsheath) - should have a shaft length 80-135 cm , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should have a burst pressure of at least 10 atmosphere (at least 6 atmosphere for larger balloons) - should have hydrophilic coating - should be available in various sizes of od and balloon lengths - should be available in various shaft lengths , peripheral balloon catheter – - should be 0.035” compatible - should be over the wire - should be non-compliant or semi-compliant - should have hydrophilic coating - should be available in all ods of 3-10 mm and 12 mm and balloon length of 2-10 cm. - should have burst pressure of at least 10 atmosphere (the 12 mm od balloon should have a burst pressureof at least 6 atmosphere) - should pass through a maximum 6f sheath (the 12 mm od balloon should pass through a maximum 7fsheath) - should have a shaft length 80-135 cm , peripheral balloon catheter with large diameter - should be 035” compatible - should be over the wire - should have hydrophilic coating - should have od of 14 mm and more - various lengths of the balloon should be available - should be mounted on various shaft lengths , peripheral balloon catheter with large diameter – - should be 035” compatible - should be over the wire - should have hydrophilic coating - should an od of at least 14 mm - various lengths of the balloon should be available - should be mounted on various shaft lengths , peripheral balloon catheter with large diameter – - should be 035” compatible - should be over the wire - should have hydrophilic coating - should an od of at least 14 mm - various lengths of the balloon should be available - should be mounted on various shaft lengths , peripheral balloon catheter – - should be .014/.018” compatible - should be over the wire - should have hydrophilic coating - should be available in various balloon diameters - should be available in various lengths of the balloon - should be available in various shaft lengths , group -f9 , peripheral compliant balloon with large diameter – - should be .035” compatible - should have od ranging from 10-46 mm - should have shaft length >90 cm - should have shaft of not more than 8f size - should pass through a 12f sheath , peripheral stent balloon mounted – - should be .014/.018” compatible - should be over the wire - should be made of stainless steel alloy - should have balloon od in the range of 4-7 mm - should have balloon/stent lengths in the range of 12-25 mm - should have shaft lengths of 80-150 cm , peripheral stent balloon expandable – - should be .014/.018” compatible - should be over the wire - should be made of stainless steel alloy - should have balloon od in the range of 4-7 mm - should have balloon/stent lengths in the range of 12-25 mm - should have shaft lengths of 80-150 cm , group -f10 , peripheral stent balloon expandable - - should be .014/.018” compatible - should be for rapid exchange - should be made of stainless steel alloy - should have balloon od in the range of 4-7 mm - should have balloon/stent lengths in the range of 12-25 mm - should have shaft lengths of 80-150 cm , peripheral stent balloon expandable – - should be 035” compatible - should be made of stainless steel or cobalt chromium - should be quoted either in open cell or closed cell design - should be available in various balloon ods - should have various balloon/stent lengths available - should have a shaft length of 75-135 cm , peripheral stent balloon mounted – - should be 035” compatible - should be made of stainless steel or cobalt chromium - should be quoted either in open cell or closed cell design - should be available in various balloon ods - should have various balloon/stent lengths available - should have a shaft length of 75-135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel or cobalt chromium - should be quoted either in open cell or closed cell design - should be available in various balloon ods - should have various balloon/stent lengths available - should have a shaft length of 75-135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel - should have a tandem architecture design - should have all balloon ods from 5-10 mm in 1 mm increments - should have available various balloon/stent lengths of 20 to 55mm - should have a shaft length of 75 -135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel - should have a tandem architecture design - should have all balloon ods from 5-10 mm in 1 mm increments - should have available various balloon/stent lengths from 20 to 55 mm - should have a shaft length of 75 -135 cm , peripheral stent balloon expandable - should be .035” compatible - should be made of stainless steel - should have a tandem architecture design - should have all balloon ods from 5-10 mm in 1 mm increments - should have available various balloon/stent lengths from 20 to 55 mm - should have a shaft length of 75 -135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel - should be laser cut slotted tube with closed cell design - should have balloon ods from 5-25 mm, bare or balloon mounted - should have available various balloon stent/lengths from 2-6 cm - should have a shaft length of up to 135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel - should be laser cut slotted tube with closed cell design - should have balloon ods from 5-25 mm, bare or balloon mounted - should have available various balloon stent/lengths from 2-6 cm - should have a shaft length of up to 135 cm , peripheral stent balloon expandable – - should be .035” compatible - should be made of stainless steel - should be laser cut slotted tube with closed cell design - should have balloon ods from 5-25 mm, bare or balloon mounted - should have available various balloon stent/lengths from 2-6 cm - should have a shaft length of up to 135 cm , group- f11 , self-expanding peripheral stent – - should be .014/018” compatible - should be over the wire - should be made of nitinol - should have the least lesion crossing profile for all stent diameters - should be available in various stent diameters of 6-10 mm - should be available in various stent lengths from 20-40 mm - should have a shaft length of at least 110 cm , self-expanding peripheral stent – - should be .014/.018” compatible - should be over the wire - should be made of nitinol - should have the least lesion crossing profile for all stent diameters - should be available in various stent diameters of 6-10 mm - should be available in various stent lengths from 20-40 mm - should have a shaft length of at least 110 cm , self-expanding peripheral stent – - should be .014/.018” compatible - should be over the wire - should be made of nitinol - should have the least lesion crossing profile for all stent diameters - should be available in various stent diameters of 6-10 mm - should be available in various stent lengths from 20-40 mm - should have a shaft length of at least 110 cm , self-expanding peripheral stent – - should be .014/.018” compatible - should be over the wire - should be laser cut open cell nitinol tube - should have a low lesion crossing profile - should be available in all stent diameters of 6-10 mm - should be available in stent lengths of 2-6 cm - should be on a shaft length of 110-140 cm , self-expanding peripheral stent – - should be .014/.018” compatible - should be over the wire - should be laser cut open cell nitinol tube - should have a low lesion crossing profile - should be available in all stent diameters of 6-10 mm - should be available in stent lengths of 2-6 cm - should be on a shaft length of 110-140 cm , self-expanding peripheral stent – - should be .014/.018” compatible - should be over the wire - should be laser cut open cell nitinol tube - should have a low lesion crossing profile - should be available in all stent diameters of 6-10 mm - should be available in stent lengths of 2-6 cm - should be on a shaft length of 110-140 cm , self expanding peripheral stent – - should be .014/.018” compatible - should be of rapid exchange type - should be made of nitinol - should be available in stent lengths of 3-4 cm - should have a minimum shaft length of 110 cm , self expanding peripheral stent – - should be .014/.018” compatible - should be of rapid exchange type - should be made of nitinol - should be available in stent lengths of 3-4 cm - should have a minimum shaft length of 110 cm , self expanding peripheral stent – - should be .014/.018” compatible - should be of rapid exchange type - should be made of nitinol - should be available in stent lengths of 3-4 cm - should have a minimum shaft length of 110 cm , self-expanding peripheral stent – - should be .035” compatible - should be over the wire - should be made of nitinol - should be available in various outer diameters - should be of various stent lengths - should be on a shaft length of 80-140 cm , group -f12 , self-expanding peripheral stent – - should be .035” compatible - should be over the wire - should be made of nitinol - should be available in various outer diameters - should be of various stent lengths - should be on a shaft length of 80-140 cm , self-expanding peripheral stent – - should be .035” compatible - should be over the wire - should be made of nitinol - should be available in various outer diameters - should be of various stent lengths - should be on a shaft length of 80-140 cm , self-expanding peripheral stent – - should be .035” compatible - should be over the wire - should be laser cut from single nitinol tube with no welds - should be available in outer diameters of 5-14 mm - should be available in stent lengths of 2-15 cm - should be on a shaft length of 80-140 cm - should be available in various lengths of 20-100 mm , peripheral bio-degradable or absorbable metal stent - should be balloon mounted or self-expanding type - should be available in outer diameters of 4-8 mm - should be available in various lengths of 20-100 mm , group -f13 , dedicated peripheral vascular bifurcation stent - should be balloon mounted - should be available in different diameters and lengths of the stent , self expanding peripheral covered stents – - should be .035” compatible - should be over the wire - should be made of nitinol with fabric coating - should be available in various outer diameters - should be available in various stent lengths - should be on a shaft length of 80-140 cm. , self expanding peripheral covered stents – - should be .035” compatible - should be over the wire - should be made of nitinol with fabric coating - should be available in various outer diameters - should be available in various stent lengths - should be on a shaft length of 80-140 cm , self expanding peripheral covered stents – - should be .035” compatible - should be over the wire - should be made of nitinol with fabric coating - should be available in various outer diameters - should be available in various stent lengths - should be on a shaft length of 80-140 cm. , self expanding peripheral covered stents – - should be .035” compatible - should be over the wire - should be made of nitinol with ptfe coating on the inner lumen - should be available in outer diameters of 5-13 mm - should be avaiable in stent lengths of 2-15 cm - should be on a shaft length of 75-140 cm. , self expanding peripheral covered stents – - should be .035” compatible - should be over the wire - should be made of nitinol with ptfe coating on the inner lumen - should be available in outer diameters of 5-13 mm - should be avaiable in stent lengths of 2-15 cm - should be on a shaft length of 75-140 cm. , self expanding peripheral covered stents - should be .035” compatible - should be over the wire - should be made of nitinol with ptfe coating on the inner lumen - should be available in outer diameters of 5-13 mm - should be avaiable in stent lengths of 2-15 cm - should be on a shaft length of 75-140 cm. , covered stent for transjugular intrahepatic porto-systemic shunt - should be .035/038” compatible - should be made of nitinol with fabric coating - should be with or without a distal uncovered portion - should be available in various outer diameters and stent lengths - should be compatible with the quoted tips set , covered stent for transjugular intrahepatic porto-systemic shunt - should be .035/038” compatible - should be made of nitinol with ptfe coating on inner lumen - should be with a distal at least 2 cm uncovered portion - should be available in all outer diameters of 8,10,12 mm - should be available in all stent lengths of 4,5,6,7,8 cm - the delivery system should be at least 75 cm long - should be compatible with the quoted tips set , embolisation coils - should be .014/018” compatible - should be made of platinum with synthetic fibres - should be non tapering/straight - should be mr compatible - should be available in any or more of the following diameters: 2-10 mm - should be of various lengths; the length of the coil at each diameter should be stated , group- f14 , embolisation coils -should be .014/018” compatible - should be made of platinum with synthetic fibres - should be mr compatible - should taper from a larger to a smaller end - should be available in any or more of the following diameters: 3-10 mm - the diameter to tapered end for tapering type coils should be stated - should be of various lengths; the length of the coil at each diameter should be stated , embolisation coils - should be .035/038” compatible - should be non tapering/straight - should be made of platinum with synthetic fibres - should be mr compatible - should be available in the following sizes: diameter 3-15 mm and length 2-15 cm , embolisation coils - should be .035/038” compatible - should be made of platinum with synthetic fibres - should be mr compatible - should be tapering from a larger to a smaller end - should be available in following sizes: diameter 5-10 mm and length 2-15 cm - the diameter to tapered end for tapering type coils should be mentioned , embolisation coils - should be .035/038/052” compatible - should be non tapering/straight - should be made of stainless steel with synthetic fibres - should be available in the following sizes: diameter 3-15 mm and length 2-15 cm , coil pusher wire for 0.014/0.018” coils, compatible with the quoted microcatheters , polyvinyl alcohol particles for peripheral vascular embolization - should be of non-uniform size - should undergo rapid clumping in the vessels - should cause non-uniform vessel occlusion - should be available in a broad range of sizes (90 microns- 1400 microns) , microspheres for peripheral vascular embolization - should be hydrophilic - should be micro-porous and uniform sized spheres - should be non-aggregating - should be deformable for ease of passage through smaller vessels - the size of spheres should range from40-1200 micrometers , gelfoam sheet for vascular embolization , non-adhesive liquid polymer for controlled embolization - should be ethylene vinyl copolymer in dimethylsulfoxide solution - should be supplied in various concentrations for use depending on lesion morphology , adhesive liquid polymer for vascular embolization - should be n-butyl cyanoacrylate , group -f15 , tantalum powder -should be useful for improved visualization during n-butyl cyanoacrylate embolization - should be supplied as finely ground powder , lipiodol - the material should be iodised oil, containing ethyl esters of iodized fatty acids of poppy seed oil - the iodine content should be a minimum of 480 mg/ml - should useful as opacifying agent for n-butyl cyanoacrylate on fluoroscopy and an organic diluent for thisagent - should be supplied in 10 ml ampoules , sclerosant for intravenous embolization - the compound should be sodium tetradecyl sulfate - should be available in various concentrations for use depending on lesion type , sclerosant for intravenous embolization - the compound should be aetoxisclerol - should be available in various concentrations for use depending on lesion type , medical grade ethanolamine oleate for vascular embolization , detachable balloon for embolization - detachable balloons with radioopaque marker with and without self-sealing valve - 0.1 cc – 3 cc or more in capacity - please specify the make and capacity of the balloons (latex/silicon). - the catheter shaft should be of at least 120 cm in length , transjugular liver biopsy set - should include angled tip needle advanced through percutaneously introduced liver access set - should have a firing spring mechanism - needle gauge should be available in 18 and 19g and needle length should be 45-60 cm - the needle throw distance should be not more than 2 cm - should include the check-flo valve adapter, stiffening cannula curved and straight catheter and introducer sheath (upto 7f size) , transjugular intrahepatic porto-systemic shunt access set - should include a micropuncture introducer set -should include an introducer sheath that should be no more than 10f size, at least 38 cm long and 035/038”compatible - the sheath should provide maximum flexibility without getting kinked - the sheath should have proximal check flo mechanism - the sheath should have distal radiopaque tip to indicate sheath tip on fluoroscopy - the set should also include a needle of 16g and at least 50 cm long with angled tip to facilitate directiontowards portal vein - there should be a curved/angled catheter, a straight catheter and a centimeter sizing catheter incorporated in the set for the various steps of the procedure , transjugular liver access set (10f) for various diagnostic and interventional liver procedures - should include a 10f and at least 38 cm long introducer sheath - should include a stiffening cannula of at least 14 gauge and length of at least 51 cm - should include a trochar with stylet that is 035/038” compatible and at least 60 cm long , transjugular liver access set (7-9f) for various diagnostic and interventional liver procedures - should include a 7f or 9f introducer sheath that is at least 38 cm long - should include needle with angled tip that is 16f (for 9f) and 18g (for 7f) sheath - should be 035/038” compatible - the needle shoud be at least 50 cm long , group -f16 , ivc filter - for optimal filtration of ivc diameter of upto 40 mm - made of either nitinol or stainless steel - catheter carrier system inner diameter should be of maximum 12f - it should be possible to insert from either jugular or femoral access - should be for permanent use , ivc filter - for optimal filtration of ivc diameter of upto 28 mm - made of nitinol and filter length to be upto 38 mm - catheter carrier system inner diameter should be of maximum 7f size - it should be for permanent use - it should be possible to place the filter from femoral/jugular/antecubital access , ivc filter - for optimal filtration of ivc diameter of upto 28 mm - made of nitinol and filter length to be upto 55 mm - catheter carrier system inner diameter should be of maximum 10 f size - it should be for optional (permanent or retrievable) use - it should be possible to place the filter from femoral/jugular/antecubital access , ivc filter - for optimal filtration of ivc diameter of upto 30 mm - made of conichrome material and filter length not more than 50 mm - should be able to be placed either through jugular or femoral approach - should be for optional (permanent or temporary) use , percutaneous mechanical thrombectomy catheter - should allow treatment of fresh and older thrombotic occlusions of peripheral arteries - should combines mechanical fragmentation and aspiration alongwith transport of debris outside thevascular system - should be available in both antegrade or cross-over configurations - for antegrade access – maximum shaft size should be 6f - for cross-over access – maximum shaft size should be 8f , urokinase for intra-arterial thrombolysis , tissue plasminogen activator for intra-arterial thrombolysis , infusion catheter - should have multiple side ports - should provide an infusion length of 5-15 cm - should have a catheter tip occluder - should have attachment for tuohy-borst side arm adapter - should have a maximum od of 5f - should be compatible with 035/038” wire - should have a shaft length of 60-100 cm , distal embolic protection device - should be on a .014” wire - should be made of nitinol material - should not occlude flow while in placement - should completely cover the vessel circumference at the desired placement site to afford complete protection - should have the least lesion crossing profile - should be available in various sizes for adapting to the vessel size , distal embolic protection device - should be on a .014” wire - should be made of nitinol material - should not occlude flow while in placement - should be rapid exchange type - should allow use of a separate .014/018” wire for initial crossing of the lesion - should be compatible with a 6f guiding catheter (0.066” id) - should allow longitudinal wire movement with filter remaining in place - should be available in 3-7 mm sizes , group -f17 , endovascular stent graft device for treatment of thoracic aortic aneurysms and dissections - device should be with proximal barbs, with or without distal bare spring configuration, and should beeither tapered or non-tapered. - the aortic device should be available in any one or more of the following sizes: od 26-44 mm; length 4-24 cm. the device should be able to be advanced on upto 24f shaft size. - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ctangiography , endovascular stent graft device for treatment of thoracic aortic aneurysms and dissections - device should be without proximal barbs, without distal bare spring configuration, and should be eithertapered or non-tapered. - the aortic device should be available in any one or more of the following sizes: od 26-44 mm; length 4-24 cm. the device should be able to be advanced on upto 24f shaft size. - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ct angiography , endovascular stent graft device for treatment of thoracic aortic aneurysms and dissection - device should be without proximal barbs, with distal and/or proximal bare spring configurations, andshould be non-tapered. - the aortic device should be available in any one or more of the following sizes: od 26-44 mm; length 4-24 cm. the device should be able to be advanced on up to 24f shaft size. - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ct angiography , endovascular stent graft device for treatment of thoracic aortic aneurysms and dissection - device should be without proximal barbs, with distal and/or proximal bare spring configurations, andshould be tapered. - the aortic device should be available in any one or more of the following sizes: od 12-44 mm; length 4-24 cm. the device should be able to be advanced on upto 24f shaft size. - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ct angiography , endovascular stent graft device for treatment of abdominal aortic aneurysms - device should be with or without proximal barbs, with or without distal bare spring configuration, andshould be either tapered or non-tapered. - devices with or without transrenal or suprarenal fixation should be quoted. - the aortic device should be available in any one or more of the following sizes: od 12-44 mm; length 4-24 cm. the device should be able to be advanced on aupto 24f shaft size. - the limb extensions of the main device for abdominal aortic applications should be available in 12-22 mmdiameter, with or without flared ends and upto 12 cm in length - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ctangiography , endovascular stent graft device for treatment of abdominal aortic aneurysms - device should be with proximal barbs, with or without distal bare spring configuration, and should beeither tapered or non-tapered. - devices with transrenal or suprarenal fixation should be quoted. - the aortic device should be available in any one or more of the following sizes: od 12-44 mm; length 4-24 cm. the device should be able to be advanced on aupto 24f shaft size. - the limb extensions of the main device for abdominal aortic applications should be available in 12-22 mmdiameter, with or without flared ends and upto 12 cm in length - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ctangiography , endovascular stent graft device for treatment of abdominal aortic aneurysms - device should be without proximal barbs, with or without distal bare spring configuration, and should beeither tapered or non-tapered. - devices with transrenal or suprarenal fixation should be quoted. - the aortic device should be available in any one or more of the following sizes: od 12-44 mm; length 4-24 cm. the device should be able to be advanced on aupto 24f shaft size. - the limb extensions of the main device for abdominal aortic applications should be available in 12-22 mmdiameter, with or without flared ends and upto 12 cm in length -the manufacturer should agree to supply the size customized to the patient’s anatomy based on ct angiography , endovascular stent graft device for treatment of abdominal aortic aneurysms - device should be without proximal barbs, with or without distal bare spring configuration, and should beeither tapered or non-tapered. - devices without transrenal fixation should be quoted. - the aortic device should be available in any one or more of the following sizes: od 12-44 mm; length 4-24 cm. the device should be able to be advanced on aupto 24f shaft size. - the limb extensions of the main device for abdominal aortic applications should be available in 12-22 mmdiameter, with or without flared ends and upto 12 cm in length - the manufacturer should agree to supply the size customized to the patient’s anatomy based on ctangiography covered stent-graft (extender or iliac or contralateral limb) in diameters ranging from 12-22 mm and lengths ranging from 30-110 mm for over-the-wire delivery , peripheral vascular catheter for excision of artheroma- should have high rotation speed of the cutting mechanism without causing any trauma to the vessel – , group -g1 , permanent pacemakers with all leads and accessories • ssir, • all single chamber modes and basic pacing programmable parameters. • must have ventricular capture management • the size of lead must be 7 f or less. • the lead must be steroid eluting and should be both bipolar and unipolar configuration. • must have both active and passive fixation endocardial leads available. • life term replacement warranty • direct presence of parent company in india (not only through the distributors) and company mustprovide its trained technical person for each implantation when ever required and for follow upprogramming when it is required. • company must provide at least one programmer exclusively to the cardiology department. • company must quote only the latest model of devices commercially available department. , group -h1 -temporary pacing leads , temporary pacing leads (fda approved) , temporary pacing leads (ce approved) , temporary pacing leads (dcgi approved) , temporary pacing lead: woven interweaved, braided , temporary pacing leads: balloon floatable , bipolar catheter with central lumen038 wire compatible, variable length. , screw - in bipolar temporary pacing lead = 65 cm , temporary lead for internal cardio version , group -h1 -a long sheaths /introducers , long sheaths /introducers-prefaced valved long sheaths for rfa with mullins curve, multipurpose curve, other curves, 7f to 9f, at least 80- cm long, 0.038 wire compatible , long sheaths /introducers-bidirectonal, steerable long sheaths with variablereach, autolock , long sheaths /introducers-brite tip intervention sheath with tip visualization, kink resistant, cold shape able with silicon coating , long sheaths /introducers-introducer sheaths for electrophysiology, with various swartz curves sl 0-4, sr 0-4, 8f, 8.5f,9f , long sheaths /introducers-long sheaths (peel away, slit table, with breakable valve) for special applications like coronary sinus intubation, lateral vein. special curves like renal, hook shape etc , long sheaths /introducers-peel away introducer sheaths with break away hemostatic valves for pacing leads, 5f-12f, 10 cm – 30 cm, optional infusion side port, radio opaque edistal tip and multiple curves , long sheaths /introducers-multiport catheter introducer sheaths , long sheaths /introducers-pacing lead stabilizers , long sheaths /introducers-3-d braided steerable guiding introducer sheath, supporting transseptal crossing, atrial ablation procedures, with one device delivery system having all 8 steering curves (sl and sr), can accommodate multiple sheath sizes , group -h2 (diagnostic ep catheters) the vendor should quote for each catheter separately if prices differ based upon french size, curve,electrode catheter design (electrode size, electrode distance, electrode material) etc. it will be easier if the common catheters used like 6f, josephson curve, electrode configuration 2-5-2-5, stainless steelelectrodes/platinum electrodes are specified first. all cables should be quoted separately. cost mentioned for each item will be compared based on the catheter and cable. must be compatible to st jude ensite precision , quadripolar 6, any , quadripolar 5-7, mullins , quadripolar 5-7, josephson , quadripolar 5-7, his bundle , quadripolar 5-7 4-2, mullins , quadripolar 6, mullins , tripolar 5-7, any , tripolar 6, josephson , hexapolar 6, any , decapolar 5-7, any , decapolar 6, any , decapolar 5-7, any, 2-5-2 , decapolar 5-7, any, 2-2-2 , decapolar 5-7, any, 2-2-2-10-2-2-2-10-2 , ep cathters for pediatric ep work -quadripolar 4 2-5-2- , ep cathters for pediatric ep work -quadripolar 4 , ep cathters for pediatric ep work -decapolar 4 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) - , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar 6 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar 5-7 2-5 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar 5 -7 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar5 -7 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -hexapolar 6 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -decapolar 6 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -decapolar 5 -7 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -decapolar 5 -7 , woven ep diagnostic catheters (woven material with braided conducting wire, ensuring prolonged stability) -decapolar 5 -7 , woven pediatric ep catheters (woven material with braided conducting wire, ensuring prolonged stability) - , woven pediatric ep catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar 4 , woven pediatric ep catheters (woven material with braided conducting wire, ensuring prolonged stability) -quadripolar 4 , woven pediatric ep catheters (woven material with braided conducting wire, ensuring prolonged stability) -decapolar 4 , group –h3 [special catheters for af, flutter, etc(quote all diameters, french size, different electrodes like platinum or stainless steel)] , deflect decaduapolar (20 poles) for a flutter----all diameters , deflectable decapolar (10)(pulm. vein)---all diameters , deflectable decaduapolar (20) (pulm. vein)—all diameters , 2f multipolar (> ten electrodes) for mapping through coronary vasculature , basket catheter with accessory , crista catheter with accessories , other special ep catheters , pacing catheter with angiographic capability • variable sizes • bipolar or quadripolar with appropriate cable • cvp monitoring & angiographic facility , paediatric use: all the above catheters, sheaths, etc, for paediatric use - implying smaller french size like 4f,5f, with certification for use in children , group -h4 (ablation catheters) - (all sizes 4f to 8.5f, all curves a-k, 270, all electrode sizes and spacing, eg.) (all items differing in make/prices need to be mentioned separately. quote separately if different in terms of material, braiding, electrode material platinum or stainless steel etc) quote with appropriate connector to existing ept 1000 and stockert ablators. ept 1000 is not compatible with thermocouple and appropriate catheters/ connectors should be quoted. thermistor catheters would therefore by preferred. in addition give prices of all connector cables /accessories separately. , regular 4mm all , regular 8mm , regular 3.5mm all , regular 8mm , regular 4mm , cool tip (closed) any , irrigated tip (open) any , others any , bidirectional any , omnidirexnl any , group -h5 (catheters, cables, accessories, for carto system and thermocool infusion pump) , navistar catheters regular , navistar catheter irrigated tip , location patch carto system (refstar) , connecting cables for all catheters , access/tubings for cool flow pump and any other accessories , group -h5-a catheters, cables, accessories for endocardial solutions (esi) accessories , navex patches , balloon array , other accessories (quote each separately) , catheters/accessories for loca lisa , reusable defibrillation/transcutaneous pacing patches (suitable for equipment in cath lab, ct2, ct3, ct6) , disposable defibrillation/transcutaneous pacing patches (suitable for equipment in cath lab, ct2, ct3, ct6) , defibrillation/transcutaneous pacing patches for use in infants and children , cryo catheters (and accessories) for ablation of arrhythmias in children and adults , intra cardiac ultrasound/echo catheter for guiding rfa compatible with the existing echo machine at neigrihms (quote all prices of the catheters and accessories) , disposable electrocautery patches for rfa (suitable for stockert and ept 1000 ablators) reusable electrocautery patches for rfa (suitable for stockert and ept 1000 ablators) electrocautery pencils for use in dissection , electrocautery pencils for use in dissection , group -h6 (pacemaker lead extraction systems -mention each system price and also individual accessories) , laser guided lead extraction system with accessories (fda/ce certified) , rf guided lead extraction system with accessories (fda/ce certified) , other extraction systems (fda/ce approved) , accessories for lead extraction like locking stylet, other accessories , intracardiac echocardiographic (ice) catheter , lead locking device for lead extraction with sizing from 0.38mm to 0.58mm compatible with any make &all range of leads, with radiopaque marker at the tip, and a proximal connector and mandrel to deploy the device. , mechanical dilator sheath, with bi-directional rotating 574 degree, while extending the blade just 0.02 inches, with flexible shaft and a static outer shaft. , otherspecific items for advanced cardiac procedure , balloon - expanding type of tavi (transcatheter aortic valve implantation) with all standard accessories for implantation different sizes.available sizes:20mm,21.5mm,23mm,24.5mm,26mm,27.5mm,29mm,30.5mm,32mm , sirolimus eluting bioresorbable coronary vascular scaffold system having various diamter and length of upto 40mm , coronary intravascular lithotripsy catheter system with foot peddel . sizes available 2.5mm, 2.75 mm ,3.0mm,3.5mm& 4.0mmand length 12mm , ptca balloon (semi-compliant) - • monorail (rapid exchange) and over-the-wire (otw) balloons • available in all sizes and lengths

State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, 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 etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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 foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement 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 the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 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 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

Central Government/Public Sector

TRN :49054173 | 05 Jun, 2025

Tender Value : 97.00 Lacs

Rangapahar - Nagaland

Tender for tender for special repairs to road at rangapahar military station; 1 material and labour for repairs to potholes of depth n.exc 30mm and area not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10sqm (vg-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.80 kg per 10 sqm (using paving bitumen vg-30), binded with 0.09 cum of stone chippings, 6.30 mm size and again well rammed (including supply of premixed macadam, binder and chippings), rolled with smooth wheeled power roller 8 to 12 tonne and compacted to required camber and gradient and finishes to a uniform and smooth surfaces complete all as specified and as directed. 2 material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat withbituminous primer(vg-10) @ 2.5 kg per 10sqm complete all as specified and as directed. 3 material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat withbituminous primer(vg-10) @ 5 kg per 10sqm complete all as specified and as directed. 4 material & labour for premix bituminous macadam of coarse aggregate (50 to 20mm),using paving bitumen of vg-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber, consolidated thickness not exceeding 50mm complete all as specified and directed. note: the premix bitumen will be laid as in levelling course in suknen/ damaged road patches as per site requirement. 5 material and labour for bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% paving bitumen grade vg-30 as a binder content by weight of total mix and grading of aggregates & design criteria as specified in ssr part-i clause no 20.b.2.5.4(d) & 20.b.2.11 and mix at hot mix plant, spread with mechanical paver rolled and consolidated to gradient and camber with power roller 8 to 12 tonne and all as specified in para 20.b.4 & sub para 20.b.4 of mes schedule part-i complete all as specified and as directed.note: (i) for job mix formula design purpose maximum binder shall be as described i.e. 5.5% for vg-30 grade bitumen.(ii) no price adjustment shall be applicable if the approved quantity of binder as per design mixed is more than 5.5%. (iii) during design stage if binder content used less than 5.5% necessary price adjustment on quoted rate shall be done as per actual binder content used.(iv) design to be got approved from ge 6 supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector fixed with and incl ms stud of suitable size as per manufactures instructions. 7 supply and fixingsolar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed 8 material & labour for road marking strips, lines, dashes, arrows, letters etc of 2.5 mm thick [reflective type] of approved colour conforming to bs 3262-1989 on roads, pavements and the like not exceeding 10cm wide with hot thermo plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per mort & h specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed. 9 material & labour for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

Local Bodies

TRN :49056568 | 15 May, 2025

Tender Value : 10.27 Lacs

Mandi - Haryana

Tender for tender for green belt in ward no. 19 and 20 -- 1 [11.78]painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [through rate] 2 [17.70]removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [through rate] 3 [26.347]providing and stacking of alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge. [through rate] 4 [26.370]providing and stacking of ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in 35 cm hdpe bags as per direction of the officer-in- charge. [through rate] 5 [26.447]providing and stacking of chandni dwarf of height 15-20 cm., well branched in earthen pots of size 15 cm as per direction of the officer-in-charge as per direction of the officer-in-charge. [through rate] 6 [26.485]providing and stacking of nerium oleander variegated of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. [through rate] 7 [26.63.2]providing and fixing steel tree guard 2. ms circular tree guard with wire mesh, having 4 no. legs of angle iron size 25x25x3mm, 1.80 metre. height, 3 no rings of m.s flats of 25 x 6 mm, 60cm dia and fixing of wire mesh size 50x75mm. tree guard in two halves bolted together with 8mm dia & 30 mm long bolts, and fixing 250 mm x 100 mm iron plate, fixed in ground with 1:2:4 cement concrete, complete in all respects. minimum weight should be 23 kgs [through rate] 8 [3.1.18]by mechanical transport including loading, unloading and stacking18. 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 up to 10 km for all lifts, complete as per directions of engineer-in-charge. [rate] 9 [5.4.1]dismantling stone spalls or brickbats filling 1. in dry [through rate]

corporations/Associations/Others

TRN :49056804 | 23 May, 2025

Tender Value : 18.27 Lacs

Prayagraj - Uttar Pradesh

Tender for tender for annual civil & electrical m&r work for residential building situated at 20-clive road hydel colony, prayagraj - earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. for all kinds of soil. 2 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. for all kinds of soil. 4 excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 5 providing and laying in position cement concrete of grade 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position cement concrete of grade1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 7 providing and laying in position cement concrete of grade 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 8 providing and laying cement concrete 1:1½:3 (1 cement: 1½ coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 9 providing and fixing up to floor five level precast cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering complete. 10 providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 11 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 12 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 13 providing and laying in positiongrade 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 14 providing and laying in positiongrade 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 15 reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 16 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 17 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 18 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 centering and shuttering including strutting, propping etc. and removal of form forsuspended floors, roofs, landings, balconies and access platform 20 centering and shuttering including strutting, propping etc. and removal of form for shelves (cast in situ) 21 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers 22 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts 23 centering and shuttering including strutting, propping etc. and removal of form for stairs, (excluding landings) except spiral-staircases 24 centering and shuttering including strutting, propping etc. and removal of form for spiral staircases (including landing) 25 centering and shuttering including strutting, propping etc. and removal of form for small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 26 centering and shuttering including strutting, propping etc. and removal of form for small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like 27 centering and shuttering including strutting, propping etc. and removal of form for weather shade, chajjas, corbels etc., including edges 28 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 29 centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 30 mild steel and medium tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 31 mild steel and medium tensile steel bars for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 32 smooth finishing of the exposed surface of r.c.c. work with 6 mm thick cement mortar 1:3 (1 cement : 3 fine sand). 33 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 34 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) 35 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand) 36 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) 37 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1:4 (1 cement :4 coarse sand) 38 providing and fixing 18 mm thick granite stone slab of colour black, cherry/ruby red gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels (area of slab over 0.50 sqm) 39 providing edge moulding to 18 mm thick granite workcounters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. 40 extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 41 providing and fixing plywood 4 mm thick, one side decorative veneer conforming to is: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : 42 providing and fixing 4mm thick coir veneer board, isi marked is : 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 43 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 44 providing second class teak wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 45 providing and fixing 2nd class teak wood size 50x12 mm moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 46 providing and fixing second class teak wood panelled or panelled and glazed 30 mm thick shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of engineer-in-charge. (note:- butt hingesand necessary screwsshall be paid separately) 47 providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 48 providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 49 providing and fixing30mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned and chemically treated hollock wood) 50 providing and fixing35mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheesham wood) 51 providing and fixing30mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(kiln seasoned selected planks of sheesham wood) 52 providing and fixing30mm thick panelled or panelled & glazed shutters for cup board using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with isi marked m.s. pressed butt hinges bright finished of required size with necessary screws.(second class teak wood including isi marked anodised aluminium butt hinges with necessary screws) 53 providing and fixing isi marked 35mm thick flush door shutters conforming to is : 2202 (part i) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi marked stainless steel butt hinges with necessary screws) 54 providing and fixing isi marked 30mm thick flush door shutters conforming to is : 2202 (part i) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi marked stainless steel butt hinges with necessary screws) 55 providing and fixing isi marked 35mm thick flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters ( including isi marked stainless steel butt hinges with necessary screws) 56 extra for providing and fixing flush doors with on one side only decorative veneering instead of non decorative isi marked flush door shutters conforming to is: 2202 (part i) 57 providing and fixing 12mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 58 providing and fixing 20mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 59 providing and fixing 25mm dia chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with c.p. brass screws andpvc sleeves etc., wherever necessary complete : 60 providing and fixing 20mm dia (heavy type) nickel plated m.s. pipe curtain rods with nickel plated brackets : 61 providing and fixing 25mm dia (heavy type) nickel plated m.s. pipe curtain rods with nickel plated brackets : 62 providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 63 providing and fixing 125x65x2.12 mm isi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 64 providing and fixing 100x58x1.90 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 65 providing and fixing 75x47x1.70 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 66 providing and fixing 50x37x1.50 mmisi marked is:1341 oxidised m.s. pressed butt hinges with necessary screws etc. complete. (copper oxidised as per is 1378) 67 providing and fixing 150 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 68 providing and fixing 125 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 69 providing and fixing 100 mm isi marked oxidised m.s. single acting spring hinges with necessary screws etc. complete (copper oxidised as per is 1378) 70 providing and fixing 250x16 mm isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete (copper oxidised as per is 1378) 71 providing and 250x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 72 providing and 200x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 73 providing and 150x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 74 providing and 100x10 mm fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete (copper oxidised as per is 1378) 75 providing and fixing isi marked 85x42 mm oxidised m.s. pull bolt lock conforming to is : 7534 with necessary screws bolts, nut and washers etc. complete (copper oxidised as per is 1378). 76 providing and fixing 125 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 77 providing and fixing 100 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 78 providing and fixing 75 mm isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete (copper oxidised as per is 1378) 79 providing and fixing 150 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 80 providing and fixing 115 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 81 providing and fixing 90 mm oxidised m.s. hasp and staple (safety type) conforming to is : 363 with necessary screws etc. complete (copper oxidised as per is 1378) 82 providing and fixing 300 mm (weighing not less than 330 grams) oxidised m.s. casement stays (straight peg type) with necessary screws etc. complete (copper oxidised as per is 1378) 83 providing and fixing 125mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 84 providing and fixing 100mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 85 providing and fixing 75mm special quality bright finished brass handles with screws for cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 86 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 87 providing and fixing triple strip vertical type magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 88 providing and fixing double strip (horizontal type) magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 89 providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. the hinge side vertical of the frames reinforced by galvanized m.s. tube of size 19 x 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of engineer- in-charge (extruded section profile size 48x40 mm) 90 providing and fixing factory made upvc door frame made of upvc extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. the hinge side vertical of the frames reinforced by galvanized m.s. tube of size 19 x 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of engineer- in-charge (extruded section profile size 42x50 mm) 91 providing and fixing 12 mm thick fire retardant plywood conforming to is: 5509 panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. 92 providing and fixing cup board shutters 25 mm thick, with pre-laminated flat pressed three layer particle board or graded wood particle board is: 12823 marked, exterior grade (grade l type ll), having one side decorative lamination and other side balancing lamination, including iind class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the engineer-in-charge 93 providing and fixing aluminum u beading of required size to pre-laminated/flush door shutter, including fixing etc. complete as per direction of engineer-in-charge. 94 providing and fixing casement handle made of zinc alloyed (white powder coated) for upvc casement window with necessary screws etc. complete. 95 providing and fixing zinc alloyed (white powder coated) touch lock for upvc sliding window with necessary screws etc. complete. 96 providing and fixing steel roller for upvc sliding window with necessary screws etc. complete. 97 providing and fixing steel roller for upvc sliding door with necessary screws etc. complete. 98 providing and fixing steel (white power coated) crescent lock for upvc sliding window/ door with necessary screws etc. complete. 99 providing and fixing 18mm thick both sides pre-laminated cement bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of engineer-in-charge (note: fittings to be paid separately). 100 providing and fixing 6mm thick both sides pre-laminated cement bonded wood particle board as per is : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of engineer-in-charge. 101 providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed bwp grade marine ply as per is 710 of approved brand including 2mm thick pvc edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of engineer-in-charge.(payment of providing and fixing auto closing hinges shall be paid separately) 102 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 103 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of t-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 104 providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(using m.s. angels 40x40x6 mm for diagonal braces) 105 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 106 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. 107 brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar with 1:6 (1cement : 6 coarse sand) including filling the joints with same mortar, with common burnt clay non modular bricks: 108 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks. 109 40 mm thick with 20 mm nominal size stone aggregate cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 110 18 mm thick cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 111 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 112 cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. 113 25 mm thick kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 114 deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. 115 fixing glazed/ ceramic/ vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (water based) conforming to is: 15477, in average 3mm thickness. 116 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 117 providing and fixing 1st quality ceramic glazed floor tiles conforming to is : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 118 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 119 providing and laying vitrified floor tiles size 600x600 mm(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 120 providing 1 mm thick with zinc coating not less than 275 gm/ m² corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 121 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 122 providing & fixing 0.56 mm, aluminium color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm at all heights, levels and locations colour finish aluminium alloy roofing sheets of alloyis designation31500, temper hx8 conforming to is 737 and dimensions as per is code 2676 with characteristics of good formability and corrosion resistance. the profile sheets shall be fixed to truss members in slope or required pitch or curvature with hex cap headed self drilling/tapping stainless steel screws m6, 50 mm long with 3 mm epdm seal washer etc. all inclusive of labour, scaffolding, t&p and sundries etc. complete as per directions of the engineer-in-charge. (cost of truss/frame work shall be paid separately). 123 providing and fixing precoated/mill finish aluminium ridges plain (500- 600mm) of pre-coated colour or mill finishaluminium roofing accessories in 0.71 mm thickness ,alloy 31500 (is designation) [aluminium alloy (aa) 3004 (iso designation)]for color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping ss screws of size 6 x 50mm with 3mm thick epdm seal and ss plain washer complete : 124 providing 10 mm thick plaster of paris (gypsum anhydrous) flat surfaces ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 125 12.5 mm thick fully perforated gypsum board tile made from plasterboard having glass fibre conforming to is: 2095 part i, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an nrc (noise reduction coefficient) of 0.79, with 50 mm resin bonded glass wool backing. 126 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 127 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 128 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) 129 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) 130 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 131 neat cement punning. 132 distempering with 1st quality acrylic distemper (ready mixed) new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than50 gram/litre of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 133 finishing walls for new work (two or more coats applied @ 3.84 kg/10 sqm) with water proofing cement paint of required shade : 134 finishing walls for new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) with acrylic smooth exterior paint of required shade : 135 finishing walls for new work (two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. with ready mixed premium acrylic emulsion paint (company depot tinted) having voc less than 50 gm/litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shadewith silicon additives. 136 with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 137 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 138 with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 139 painting (two or more coats) on 100mm diameter rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 140 painting (two or more coats) on 150mm diameter rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 141 painting two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 142 polishing on new wood work with ready mixed wax polish of approved brand and manufacture : 143 lettering with black japan paint of approved brand and manufacture 144 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 145 distempering for old work (one or more coats) with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour 146 applying priming coats with water thinnable cement primer on wall surface having voc content less than 50 grams/litre of approved brand and manufacture. 147 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of engineer-in-charge. 148 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 149 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 150 polishing on old wood work with ready made wax polish of approved brand and manufacture : 151 painting (one or more coats) with black japan paint of approved brand and manufacture to give an even shade. 152 finishing walls for old work (two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface with acrylic smooth exterior paint of required shade : 153 repairs to plaster of thickness 12 mm to 20 mm with cement mortar 1:4 (1 cement : 4 fine sand) in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of engineer-in-charge. 154 fixing door chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of engineer-in-charge. 155 fixing chowkhat in existing opening in brick/ rcc wall with dash fasteners/chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including cost of dash fasteners/ chemical fastener. 156 making the opening for door/ window/ clerestory window in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of engineer-in-charge. 157 renewing float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) with putty and nails wherever necessary including racking out the old putty: 158 renewing float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) with putty and nails wherever necessary including racking out the old putty: 159 renewal of old putty of glass panes (length) 160 refixing old glass panes with putty and nails 161 fixing old glass panes with wooden fillets (excluding cost of fillets) 162 renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 163 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 164 providing and fixing 20 mm diameter. brass curtain rods ofwall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 165 repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modifiedself curing mortar, including disposal of rubbish, all completeas per the direction of engineer-in-charge. 166 cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of engineer-in-charge. 167 disconnecting damaged overhead/terrace pvc water storage tankof any size from water supply line and removing from the terrace including shifting at ground level as per direction of engineer-in-charge. 168 providing & fixing orissa pattern w.c pan of size 580x440 mm white vitreous china water closet squatting pan (indian type) along withs or p trap including dismantling of old wc seat and s or p trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of engineer-in charge. 169 dismantlingw.c.pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in-charge. 170 dismantling 15 to 40 mm dia g.i. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of engineer-in-charge.(a) internal work- exposed on wall 171 taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the engineer-in-charge. 172 demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 173 demolishing nominal cementconcrete 1:3:6 or richer mix (i/c equivalent design mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 174 demolishing nominal cementconcrete 1:4:8 or leaner mix (i/c equivalent design mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 175 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 176 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 177 removing mortar from bricks in from brick work in cement mortar and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 178 dismantling doors, windows and clerestory windows (steel or wood) shutter of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 179 dismantling doors, windows and clerestory windows (steel or wood) shutter of area beyond 3 sq. metres including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 180 taking out doors, windows and clerestory window shutters (steel or wood) of area 3 sq. metres and belowincluding stacking within 50 metres lead : 181 taking out doors, windows and clerestory window shutters (steel or wood) of area beyond 3 sq. metres including stacking within 50 metres lead : 182 dismantling for thickness of tiles 10 mm to 25 mmwork in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 183 dismantling for thickness of tiles above 25 mm and up to 40 mmwork in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 184 demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 185 dismantling g.s. sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the material within 50 metres lead of: 186 dismantling asbestos cement sheetroofingincludingridges,hips,valleysandguttersetc., and stacking the material within 50 metres lead of: 187 dismantling tiled roofing with battens, boarding etc. complete includingstackingofserviceablematerialanddisposalofunserviceable material within 50 metres lead. 188 dismantlingbarbedwireorflexiblewireropeinfencingincludingmaking rolls and stacking within 50 metres lead. 189 dismantling40 mm thick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 metres lead : 190 dismantling40 mm to 75mmthick precast concrete orstone slabsin walls, partition walls etc. including stacking within 50 metres lead : 191 dismantling cement asbestos or other hard board ceiling or partition wallsincludingstackingofserviceablematerialsanddisposalof unserviceable materials within 50 metres lead. 192 dismantling of flushing cistern of all types(c.i./pvc/vitrious china) includingstackingofusefulmaterialsnearthesiteanddisposalofunserviceable materials within 50 metres lead. 193 dismantling old plaster or skirting raking out joints and cleaning the surfaceforplasterincludingdisposalofrubbishtothedumping ground within 50 metres lead. 194 dismantlingaluminium/gypsumpartitions,doors,windows,fixed glazing and false ceiling including disposal of unserviceable material andstackingofserviceablematerialwithin50metersleadas directed by engineer-in-charge. 195 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping groundorasapprovedbyengineer-in-charge,beyond50minitial lead, for all leads including all lifts involved. 196 cuttingroadandmakinggoodthesameincludingsupplyofextra quantities of materials i.e. aggregate, moorum screening, red bajri and labour (required.bituminous portion) 197 paintingroadsurfacemarking for new work (two or more coats) withadequatenosofcoatstogive uniform finish with ready mixed road marking paint conforming to is : 164, on bituminous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmaterialetc. complete. 198 paintingroadsurfacemarking for old work (one or more coats) withadequatenosofcoatstogive uniform finish with ready mixed road marking paint conforming to is : 164, on bituminous surface in white/yellow shade, including cleaning thesurfaceofalldirt,scales,oil,greaseandforeignmaterialetc. complete. 199 taking out existing cc interlocking paver blocks from footpath/ central verge,includingremovalofrubbishetc.,disposalofunserviceable materialtothedumpingground,forwhichpaymentshallbemade separately and stackingof serviceable materialwithin 50metre lead as per direction of engineer-in-charge. 200 layingoldcementcocreteinterlockingpaverblocksofanydesign/ shapelaidinrequiredline,level,curvature,colourandpatternover and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineer- in-charge. (old cc paver blocks shall be supplied by the department free of cost). 201 providing and laying 80mmthickc.c.paverblockofm-35gradewith approved colour design and pattern.factory made chamfered edge cement concrete paverblocksinfootpath,parks,lawns,drivewaysorlighttraffic parkingetc,ofrequiredstrength,thickness&size/shape,madeby tablevibratorymethodusingpumould,laidinrequiredcolour& patternover50mmthickcompactedbedof sand,compactingand properembedding/layingofinterlockingpaverblocksintothesand beddinglayerthroughvibratorycompactionbyusingplatevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. completeall as per direction of engineer-in-charge. 202 providing andfixingwhitevitreouschinaorissapatternw.c.panofsize 580x440 mm with integral type foot rests waterclosetsquatting pan(indian typew.c. pan)with100mmsandcastironporstrap,10litrelowlevel whitep.v.c.flushingcistern,includingflushpipe,withmanually controlleddevice(handlelever)conformingtois:7231,withall fittingsandfixturescomplete,includingcuttingandmakinggood the walls and floors wherever required: 203 providing and fixing w.c. pan with isi marked white solid plastic seat and lid white vitreous china pedestal type water closet (european type) with seat and lid, 10 litre low level white vitreous china flushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flush bend, overflow arrangement with specials of standard makeandmosquitoproofcouplingofapprovedmunicipaldesign complete,includingpaintingoffittingsandbrackets,cuttingand making good the walls and floors wherever required : 204 providingandfixing oneurinalbasinwith5litrewhitep.v.c.automaticflushing cistern whitevitreouschinaflatbackorwallcorner typelippedfronturinalbasinof430x260x350mmand 340x410x265 mm sizes respectively with automatic flushing cistern withstandardflushpipeandc.p.brassspreaderswithbrass unions and g.i clamps complete, including painting of fittings and brackets,cuttingandmakinggoodthewallsandfloorswhereverrequired : 205 providingandfixingwhitevitreouschinawashbasinsize550x400mm with a pair of 15 mm c.p. brass pillar taps washbasinwithc.i.brackets,15mmc.p. brasspillartaps,32mmc.p.brasswasteofstandardpattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 206 providing and fixing wash basin with c.i. brackets, 15 mm dia cp brasssingleholebasinmixerofapprovedqualityandmake, including painting of fittings and brackets, cutting and making goodthe walls wherever required:- (a)white vitreous china wash basin size 550x400 mm with a 15 mm cp brass single hole basin mixer 207 providingandfixingwhitevitreouschinapedestalforwashbasin completelyrecessedatthebackforthereceptionofpipesand fittings. 208 providing and fixing 610x510 mm bowl depth 200 mm stainless steel a isi 304 (18/8) kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required (kitchen sink without drain board) 209 providing and fixing 8 mm dia c.p. / s.s. jet with flexible tube upto 1 metre long with s.s. triangular plate to eureopean type w.c. of quality and make as approved by engineer - in - charge. 210 providing and fixing 10 litre capacity - white p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. 211 providing and fixing 10 litre (full flush) capacity-white controlled flush, low level cistern made of vitreous china with all fittings complete. 212 providing and fixing g.i. inlet connection for flush pipe connecting with w.c. pan. 213 providing and fixing cp brass 32mm size bottle trap of approved quality & make and as per the direction of engineer-in-charge. 214 providing and fixing15 mm nominal dia cp brass single lever telephonic wall mixer of quality & make as approved by engineer in charge. 215 providingandfixing 32mm diaflexible pipe p.v.c.wastepipeforsinkorwashbasin including p.v.c. waste fittings complete. 216 providing and fixing 100 mm sand cast iron grating for gully trap. 217 providingandfixinginposition25mmdiametermosquitoproofcoupling of approved municipal design. 218 providing and fixing 600x450 mm beveled edge mirror of superior glass(ofapprovedquality)completewith6mmthickhardboard ground fixed to wooden cleats with c.p. brass screws and washerscomplete. 219 providing andfixing circular shape 450 mm dia mirrorofsuperiorglass(ofapprovedquality)andofrequiredshapeandsizewithplasticmouldedframeof approved make and shade with 6 mm thick hard board backing : 220 providing andfixing 600x120x5 mmglass shelfwith edges round off, supported on anodised aluminium angle frame with c.p. brass bracketsandguardrailcompletefixedwith40mmlongscrews, rawl plugs etc., complete. 221 providing and fixing c.p. brass toilet paper holder : 222 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 223 providing and fixing ptmt towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 224 providing and fixing ptmt 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 225 providing and fixing ptmt 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 226 providing and fixing ptmt shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 227 providing and fixing ptmt 15 mm urinal spreader size 95x69x100 mm with 1/2 bsp thread and shapes, weighing not less than 60 gms. 228 providing and fixing 15 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work - exposed on wall) 229 providing and fixing 20 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work - exposed on wall) 230 providing and fixing 25 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work - exposed on wall) 231 providing and fixing 15 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.(concealed work) 232 providing and fixing 20 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.(concealed work) 233 providing and fixing 25 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.(concealed work) 234 providing and fixing 15 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 235 providing and fixing 20 mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 236 providing and fixing 25mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 237 providing and fixing 32mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 238 providing and fixing 40mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 239 providing and fixing 50mm nominal dia chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge.(external work) 240 providing and fixing 15 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 241 providing and fixing 20 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 242 providing and fixing 25 mm dia nominal bore g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.(internal work - exposed on wall) 243 providing and fixing 15 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 244 providing and fixing 20 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 245 providing and fixing 25 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 246 providing and fixing 32 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 247 providing and fixing 40 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 248 providing and fixing 50 mm dia nominal bore g.i. pipes complete with g.i. fittings including trenching and refilling etc.(external work) 249 providing and fixing 25 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 250 providing and fixing 20 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 251 providing and fixing 32 mm nominal bore gun metal gate valve with c.i. wheel of approved quality (screwed end) : 252 providing and fixing 15 mm nominal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 253 providing and fixing 20 mm nominal bore ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 254 providing and fixing 15mm norminal bore 45 cm length uplasticised pvc connection pipe with brass unions : 255 providing and fixing 20mm norminal bore 45 cm length uplasticised pvc connection pipe with brass unions : 256 providing and fixing 100 mm diameter c.p. brass shower rose with 15 or 20 mm inlet : 257 providing and fixing 150 mm diameter c.p. brass shower rose with 15 or 20 mm inlet : 258 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 259 providing and fixing 15 mm nominal bore c.p. brass bib cock of approved quality conforming to is:8931 : 260 providing and fixing 15 mm nominal bore c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 261 providing and fixing 15 mm nominal bore c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 262 providing and fixing 15mm nominal bore c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 263 providing and fixing c.p. brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of engineer-in-charge. 264 cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 265 providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge. (glazing, paneling and dash fastenersto be paid for separately) :(for fixed portion) 266 providing and fixing powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge. (glazing, paneling and dash fastenersto be paid for separately) :(for fixed portion) 267 providing and fixing glazing with float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (cost of aluminium snap beading shall be paid in basic item): 268 providing and fixing glazing with float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (cost of aluminium snap beading shall be paid in basic item): 269 providing and fixing glazing with float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (cost of aluminium snap beading shall be paid in basic item): 270 providing and fixing with stainless steel cover plate minimum 1.25 mm thicknessdouble action hydraulic floor spring of approved brand and manufacture conforming to is : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide plate etc. complete as per the direction of engineer-in-charge. 271 providing and fixing with brass cover plate minimum 1.25 mm thicknessdouble action hydraulic floor spring of approved brand and manufacture conforming to is : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide plate etc. complete as per the direction of engineer-in-charge. 272 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. this layer will be allowed to air cure for 4 hours.(b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) 273 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of fibre glass cloth when the first layer is still green. overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. (for the purpose of measurement the entire treated surface will be measured.) 274 providing & applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer(dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of engineer-in-charge. 275 providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of rcc structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. after cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. over the primed surface swellable type water stop tape shall be placed. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. the product performance shall carry guarantee for 10 years against any leakage. 276 providing and fixing with15mmthick fullyperforatedsquare/buttedgelightweightcalcium silicate panels/ tiles in position wall panelling at all heights with integral densified calcium silicatepanels/tilesofsize595x595mm,havingnrc(noisereductioncoefficient)of0.50 (minimum) as per is 8225:1987, light reflectance of 85% (minimum). non combustible as per bs:476 (part-4), fire performance as per bs:476 (part 6 &7), humidity resistanceof 100%,thermalconductivity<0.043w/mk asperastm518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mmthickpressedsection(galvanizing@120gramspersqmincludingbothsides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor andceilingchannel sectionofsize50x32mfixedtothefloorandsoffitat600mm centersusing12mmdia,50mmlongwedgetypeexpandedzincalloy dashfastnerwith 10mm bolt. this same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. glasswool of 50mm thickness is then to be inserted in the slots and finallycalcium silicate non combustible panels/tiles are to bescrew fixed withselftapping panheadnickel coatedmild steelscrewsofsize13x3.2mmon tothisgridleavingan evengroove of1 mm betweenthepanels. the joints betweenthepanelsaretobedulyjointedandfinishedusingrecommendedjointing calcium silicate based compound and fiber joint tape roll 50mm wide(90 metre )roll and twocoatsofprimersuitableforpanellingaspermanufacturersspecificationasper direction of engineer-in-charge all complete. 277 providing and fixing with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6 mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%,lightreflectance=85%,thermalconductivityk=0.052-0.057w/mk,fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t- grid of hot dipped all round galvanized iron section of 0.33 mmthick (galvanized @120 gsm)comprisingofmaintrunnersof15x32mmoflength3000mm,crosstofsize 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length600mm toform gridmoduleofsize 600x600mm suspendedfrom ceiling using galvanizedmildsteelitem(galvanised@80gsm)50mmlong8mmouterdiameterm-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l- shapeleveladjusterofsize85x25x2mm,spacedat1200mmcentretocentrealong main‘t’.thesystemshouldrestonperipherywalls/partitionswiththehelpofgi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thicksheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry walls.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carriedoutasperspecifications,drawingsandasperdirectionsoftheengineer-in- charge. 278 providingandfixingharddrawnsteelwirefabricofsize75x25mmmeshorother suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 279 fillingofjointsbetweenrccplinthbeam/floorslabandwallpanelofexternalwalls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case headroomatthetimeoferectionofgfrgpanelswithgroutrw/equivalentsealant compound after the erection of panelbeforethe infill of concrete in panel cavities and fine finish. this applies for all horizontal and vertical joints between gfrg wall and slab panels. 280 waterproofingtreatmentofverticaljoints(ofexternalsideandinternalside)between doorframe,window&ventilatorframes(onallfoursides)ofouterwalloverthe zycosil/equivalent & zycoprime/equivalent solution already applied (before the installation of door / window / ventilator frames in position) and fine finish with grout rw/equivalent. 281 waterproofingtreatmentofrccsunshadewith zycosil/equivalentwaterproofing solution(1litreofzycosil/equivalent&20litresofwaterstirredfirst&2litresof zycoprime/equivalent addedandstirred (total23litres))till itmeetsthesaturationlevel and testing as per rilem or bywater drops test in which water drops do not absorb but drops remain or rolls. 282 in-filling / sealing of joint between rcc lintel cum sunshade and wall (on external side) in all floors by pushing in grout rw/equivalentin paste form and coving 20 mm x 20 mm after applying a coat of zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of rcc sunshade. 283 concreteworkwith40mmgaugebrickballastobtainedfrombreaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 as in csi no. 5.01 includingcost of all labour, materials, t&p etc required for proper completion of work. 284 brickworkinfoundation&plinthwitholddismantled bricks(suppliedby departmentfreeofcost)andcoarsesand mortarin1:6includingsupply ofallothermaterials,labour,removingmortar&cleaningofold&usedbricks,t&p etc complete. 285 supply and filling brick bat in soak pit including all labour,material and t&petc complete. (for 01 soak pit) 286 supplying & fixing 24 gauge annodized aluminium sheet of approved qualityincludingcutting,wastageandfixingthesameoverthewooden door shutters with nails with all material, labour and t&p 287 providingandfixinginplaceafullheightstoragecabinet450mmdeep made with19 mm thick isi marked plyborad, allinterior surfaces to finishedwithpastingof0.8mmthickmicaandallexteriorsurfacestobe finshed with pasting of 1 mm thick mica of texture and colour as approved byengineerinchargeincludingalllabour,t&p,otheritemslike(butnot limitedto)fevicol,nailsscrews,higes,sliders,doorhandles,multipurpose lockofgodrejorequivalentrateetc.requiredforpropercompletionof works, to be measured interms of front area only. 288 providingandfixingfullheightpartitionwith02nos12mmthickisi marked ply board, all surfaces to finished withf 1 mm thick mica of texture andcolourasapprovedbyengineerinchargeandfixedinpolishedteak woodincludingalllabour,t&p,otheritemslike (butnot limitedto) fevicol, nailsscrews,hinges,sliders,doorhandles,multipurposelockofgodrejor equivalent rate etc. required for proper completion of works, to be measured interms of front area only 289 providingandfixing12mmthickframelesstoughenedglassdoorshutter ofapprovedbrandandmanufacture,includingprovidingandfixingtop& bottom pivot & double acting hydraulic floor spring type fixing arrangement ,doorhandle,lockandstopperetcandmakingnecessaryholesetc.for fixingrequireddoorfittings,allcompleteasperdirectionofengineer-in- charge 290 supply and fixing 6mm thick polycarbonate multiwall sheet ,fixing in position with j or u bolts 10 mm. dia with g.i. limpet & bitumen washers including supply of all materials, labour,wastage. and t&p etc. required for proper completion of the work. 291 providing (12x15) mm section groove in plasterincluding all material, labour andt&p etc. required for proper completion of the work.csi no.11.16 292 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and t&p etc, required for proper completion of the work. without base cccsi no.12.26 293 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and t&p etc, required for proper completion of the work. without base cc csi no. 12.28 294 dismantling ofdry b.o.e. floor and proper stacking of dismantled bricks as per direction of e/c. up to 60 m lead. 295 dismantling and re-laying of dry b.o.e. floor including cost of all labour and t&p required forproper completion of work.(labour rates only) 296 cleaning panes of glass with spirit of caustic soda including supply of all materials,labour and t&p etc.required for proper completion of the work. 297 cleaning of septic tank including disposal of waste out side the uppcl area as per direction of the engineer-in-charge including cost of all labour,t&p etc.required for proper completion of the work. 298 cleaning and opening of chocked w.c./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(analysis based on nbo - 11 25.020. 299 s/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the engineer - in - charge. 300 cleaning of existing pipe line of different dia. ranging from 4 to 2 dia. including digging trenches and refilling, opening of pipes, cleaning of pipes, cutting, threading, if required fixing and including making good the road, wall etc as directed by the engineer i/c. 301 cleaning of existing water pipe line of different dia up to 2 dia including digging trenches and refilling,opening and cleaning of pipes,cutting,threading,if required fixing and including making good the road and wall etc. as directed by the engineer in charge. 302 cleaning of r.c.c. over head tank up to capacity of one lac. liters and chlorinating with bleaching power mixed to water as per direction of engineer - in - charge complete. 303 supply and mixing bleaching powder in over head tank as required or as directed by engineer - in - charge. 304 attending to petty maintenance service like plumbingservice,welder service, mansion service and carpenter servicerequired as below. (job attending by one no. plumber/welder/mason /carpenter with oneno. helper per hour or part of an hour.) 305 cleaning and sweeping of roof of residence as and when requiredincluding uprooting of rank vegetation and disposal of thegarbage upto 50 m. 306 providing and fixing of 150 mm dia pvc pipeof 6 kg/sqcmwith special such as tee, bend, socket, elbow etc including supply of all labour,material,t & p etc complete required for proper completion of work. 307 providing and laying 75 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 308 providing and laying 90 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 309 providing and laying 110 mm dia. swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work. 310 making arrangement for sweeping, cleaning of road, lanes in back of houses,collecting refuse of bushes & unwanted plants, vegetations etc. & disposal of all rubbish, materials industbins inside the colony area with engaging atleast one number of sweepers including all labour, t&p,etc.required for completion of work as directed by e/i. 311 making arrangement for sweeping, cleaning of ee,ecd(d), georgetown ,prayagraj office rooms, cleaning of dustbin, toilets , dusting of almirahs,tables etc. using phenyle,dusting cloth etc. and disposal of waste outside office premise in municipal dustbinswith engaging sufficient number ofsweepersincluding all labour, t&p,etc.required for completion of work as directed by e/i.(nsi)(consumable items as phenyle,dusting cloth ,brooms etc shall be provided by the department free of cost.) 312 cleaning of main drain or width more than 300mm including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water completely as per direction of the e/i. including cost of all labour, t&p etc. required for completion of the work. (csino.20.14) 313 cleaning of main drain or width less than 300mm including disposal of waste refuses studge out side the boards ara including washing and cleaning by clean water completely as per direction of the e/i. including cost of all labour, t&p etc. required for completion of the work. (csino.20.15) nsi sl. no.63 314 operation of tube well daily by a suitable experienced operator continously or in different intervals as per program as per program fixed by engineer-in-charge including opening and closing of valves,changing of fuse wire etc. as requrird for proper running of tube well. (nsi) 315 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc as required..group c 316 supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet 317 supplying and fixing of 20 mm of medium class pvc conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. 318 supplying and fixing of 25 mm of medium class pvc conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. 319 wiring for circuit/ submain wiring with 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 320 wiring for circuit/ submain wiring with 2 x 4 sq. mm + 1 x 4 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 321 wiring for circuit/ submain wiring with2 x 6 sq. mm + 1 x 6 sq. mm earth wire of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 322 earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required . 323 providing and laying earth connection from earth electrode with 6 swg dia g.i. wire in 15 mm dia g.i. pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. 324 supplying and fixing 5 amps to 32 amps rating,single pole, 240/415 volts, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 325 supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 326 supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing mcb db complete with connections, testing and commissioning etc. as required. 327 supplying and fixing 4 way (4 + 12), double door, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (but without mcb/rccb/isolator) 328 supplying and fixing of 4 way (4 + 12), double door surface/ recess mounting, vertical type, 415 volts, tpn mcb distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting mcbs (but without mcbs and incomer ) as required . (note : vertical type mcb tpdb is normally used where 3 phase outlets are required.) 329 wiring for light/ power plug with 2x4 sq. mm frls pvc insulated copper conductor single core cable in surface/ recessed medium class pvc conduit along with 1 no 4 sq. mm frls pvc insulated copper conductor single core cable for loop earthing as required. 330 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 module (75mmx75mm) 331 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required.3 module (100mmx75mm) 332 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 4 module (125mmx75mm) 333 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 6 module (200mmx75mm) 334 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 8 module (125mmx125mm) 335 supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc as required. 12 module (200mmx150mm) 336 supplying and drawing following 3 x 2.5 sq. mm sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required. 337 supplying and drawing following 3 x 4 sq. mm sizes of frls pvc insulated copper conductor, single core cable in the existing surface/ recessed steel/ pvc conduit as required.(dsr e&m 2022 1.17.21) 338 rewinding of burnt ceiling fan with approved copper wire including cost of all materials, labour and t&p etc. complete (burnt wirewill not be taken back.) 339 greasing of ceiling fan after cleaning the bearing and shaft withoil / petrol and its testing. 340 supply and fixing of led tube light batten fitting suitable for up to 1 x 22 watt led tube light on surface complete in all respect.(csi no. 28.41) 341 supply of 9 watt led bulb make philips, syska, bajaj etc or its equivalent as directed by e/i. 342 supply, installation, testing and commissioning of 1200 mm sweep, bee 5 star rated, ceiling fan with brush less direct current (bldc) motor, class of insulation: b, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (cm/m/w) minimum 6.00, air delivery minimum 210 cum/min, 350 rpm (tolerance as per is: 374-2019), thd less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree c (max.), insulation resistance more than 2 mega ohm, suitable for 230 v, 50 hz, single phase ac supply, earthing etc. complete as required.(dsr e&m 2022 19.1) 343 supply and fixing of 5 blade exhaust fan ventile air dx 225 mm of havellsor equivalent make including all material, t&p etc required for proper completion of work as approved by engineer in charge.(csi no. 28.38) 344 supply and fixing of 3 blade wall fan ofhavells platina 400 mm or equivalent including all material, t&petc required for proper completion of work as approved by engineer in charge.(csi no. 28.37)

State Government

TRN :49059554 | 16 May, 2025

Tender Value : 24.60 Lacs

Kasganj - Uttar Pradesh

Tender for tender for re-construction of gorha pwd road - wbm grading 3-providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (a)by manual means 2 cement concrete pavement(c.c road) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade) coarse and fine aggregates conforming to is 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 3 construction of embakment with approved material obtained from borrow pits with all lift upto 1.5 m,transporting to site, compacted to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as pertechnical specification clause 301.5 4 excavation in soil mixed with moorum shingle kankar requiring the use of special tools and plants such a pick axes subbals etc.forbuilding/drain workonly 5 providing and laying cement concrete in 1:3:6 (1cement:3coarsesand:6graded stoneaggregate40mmnominalsize) including supply of all material, labour and t&p etc. required for proper completion of the work. 6 reinforced cement concrete workinwalls (anythickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) 7 supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete asper drawing and technical specifications. 8 05 year maintenance charge routine maitenance of road for 05 years after the competion of work (vide shasanadesh no. 17/2024/??0-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & letter no. 36890c/rmc/mool-23-24 dated 17.02.2024 of enc pwd. rate excluding of g.s.t.) 1-1st year 9 maintenance for 2nd year at cost of total execute work 10 maintenance for 3rd year at cost of total execute work 11 maintenance for 4th year at cost of total execute work 12 maintenance for 5th year at cost of total execute work

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