Food Corporation Of India - Haryana

39807411 tender for annual repair and maintenance of and misc. repair works for the year 2023 24 at fsd karnal; 1 dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 2 dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:channels, angles, tees and flats 3 demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge.in cement mortar 4 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead 5 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 6 dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: asbestos cement sheet 7 earth work in excavation by mechanical means ( hydraulicexcavator ) / manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer in charge.all kinds of soil 8 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) 9 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.cold twisted bars 10 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 11 centering and shuttering including strutting, propping etc. and removal of form for :lintels, beams, plinth beams, girders, bressumers and cantilevers 12 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. 13 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level : 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ) 14 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 15 reinforced cement concrete work in walls ( any thickness ) , including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement :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 ) 16 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 17 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 ) . 18 removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) :from brick work in cement mortar 19 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 ) with available bricks ( with available bricks ) 20 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 ) with available bricks ( with available bricks ) 21 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 ) 22 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 23 supplying at site angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 24 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stone aggregate 20 mm nominal size 25 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 fine sand ) 26 12 mm cement plaster of mix :1:6 ( 1 cement: 6 fine sand ) 27 6 mm cement plaster of mix : 1:3 ( 1 cement : 3 fine sand ) 28 fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m ( minimum ) , between the two posts fitted and fixed with g.i. staples, turn buckles etc. complete. ( cost of posts, struts, earth work and concrete work to be paid for separately ) . payment to be made per metre cost of total length of barbed wire used. with g.i. barbed wire 29 distempering with 1st quality acrylic distemper, having voc ( volatile organic compound ) content less than 50 grams / litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.two coats 30 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 31 regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 ( 1 cement : 3 fine sand ) , including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground ( the cost of the new tiles or brick excluded ) , all complete as per direction of engineer in charge. 32 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 33 credit of old iron scrap including loading / unloading / disposal etc as per direction of engineer in charge 34 credit for old unserviceable ac sheets 35 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial lead, for all leads including all lifts involved....

Food Corporation Of India - Haryana

34851174 tender for annual repair and maintenance of and misc. repair works at bg narwana earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer incharge:all kinds of soil 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1:5:10 ( 1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 3 centering and shuttering including strutting, propping etc. and removal of form forlintels, beams, plinth beams, girders, bressumers and cantilevers 4 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level : 1:1.5:3 ( 1 cement : 1.5 coarse sand 5 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 ) : 3 graded stone aggregate 20 mm nominal size ) . 6 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level cold twisted bars 7 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. 8 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 ) 9 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 ) 10 15 mm cement plaster: 1:6 ( 1 cement : 6 fine sand ) 11 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. 12 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. 13 demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. nominal concrete 1:3:6 or richer mix ( i / c equivalent design mix ) 14 dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: asbestos cement sheet 15 taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 16 providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm ( + 0.05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer in charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55 mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 17 providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( +0.05 % ) total coated thickness, zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling / self tapping screws complete :ridges plain ( 500 600mm ) 18 providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge ) , including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design :in 75x75 mm deep chase 19 fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 20 taking out doors, windows and clerestory window shutters ( steel or wood ) including stacking within 50 metres lead :of area beyond 3 sq. metres 21 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 part 1 and m.s. top cover of required thickness for rolling shutters.80x1.20 mm m.s. laths with 1.20 mm thick top cover 22 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. 40 mm thick with 20 mm nominal size stone aggregate 23 providing and laying 60mm thick faciory made cement concrete interlocking paver block of m 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer in charge. 24 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 ) . 25 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 26 12 mm cement plaster of mix : 1:6 ( 1 cement: 6 fine sand ) 27 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 28 white washing with lime to give an even shade : old work ( two or more coats ) 29 colour washing with lime to give an even shade : old work ( one or more coats ) 30 finishing walls with water proofing cement paint of required shade : old work ( one or more coats @ 2.20 kg / 10 sqm ) complete. 31 providing and laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) ...

Uttar Haryana Bijli Vitran Nigam Limited - Haryana

33051001 replacement of asbestos cement sheet to pre quoted gi sheet of shed no.3 at central store uhbvn, dhulkote replacement of asbestos cement sheet to pre quoted gi sheet of shed no.3 at central store uhbvn, dhulkote...

Central Public Works Department - Haryana

31861338 replacement of doors and windows, provision of kota stone flooring, false ceiling in mp hall and cement concrete pavement back side of boys hostel of jnv khunga kothi, jind, haryana. sh replacement of asbestos cement sheet with precoated galvanized iron profile sheets....

Military Engineer Services - Haryana

31860178 repair to flooring plinth protection plumbing sanitary fittings joinery and misc br items in md accn of yadunath vihar and yogendra enclave of age br i south under ge south ambala cantt material andlabour for premium quality, joint free, non skid coloured ceramic tiles, area of each tile exc 0.11 sqm but not exceeding 0.18 sqm, 7 to 8 mm thick as in floor, set and jointed in neat cement slurry @ 3.00 kg / square metre and pointed in white or coloured cement to match the surface over and including15mm thick screed bed or layer in cement mortar ( 1:4 ) including dismantling of existing tiles etc including cement mortar bedding ( but not backing ) andrubbish off the premises complete all as specified and directed. 2 material andlabour for premium quality, joint free, non skid coloured ceramic tiles, area of each tile exc 0.11 sqm but not exceeding 0.18 sqm, 7 to 8 mm thick as in vertical surfaces such as dado, skirting, set and jointed in neat cement slurry @ 3.00 kg / square metre and pointed in white or coloured cement to match the surface over and including 10 mm thick rendering in cement mortar ( 1:4 ) including dismantling of existing tiles etc including cement mortar bedding ( but not backing ) andrubbish off the premises complete all as specified and directed. 3 material & labour forpremium quality coloured glazed ceramic tiles ( 300x 450x 7mmthick ) in vertical surfacesand jointed in neat cement slurry and pointed in white or coloured cement to match including rendering 10mm thick in cement plaster 1:3 including dismantling of old floor or wall tiling including cement mortar bedding and removing the rubbish outsidethe defence land complete all as specified and as directed. 4 material & labour for 18 20 mm thickgranite stone slab of any type with table rubbed and polished as in slab / platforms and like set in cement mortar 1:4 including pointing in white cement ( 1:2 ) using marble dust with admixture of pigment to match the shade of granite slabincluding dismantling of existing stone / tiles etc including cement mortar bedding andrubbish off the premises complete all as specified and directed. 5 material and labour for machine cut kota stone slab 20 25 mm thick ( size of each stone not less than 55cm x 55cm ) , laid in flooring, over and including cement screed bed 20mm thick in cement mortar ( 1:6 ) base set and jointed in neat cement slurry @ 3.00 kg / sqm and pointed in white or coloured cement to match the surface mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing ( granite finish ) including dismantling of existing stone / tiles etc including cement mortar bedding andrubbish off the premises complete all as specified and directed. 6 material and labour for machine cut kota stone slab 18 20 mm thick ( size of each stone not less than 55cm x 55cm ) , laid on vertical surfaces of skirting / dado, over and including cement screed bed 15 mm thick in cement mortar ( 1:4 ) and set and jointed in neat cement slurry @ 3.00 kg / sqm and pointed in white or coloured cement to match the surface mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing ( granite finish ) including dismantling of existing stone slab / tiles etc including cement mortar bedding ( but not backing ) andrubbish off the premises complete all as specified and directed. 7 mterial and labour for pcc 1:4:8 type d 2 ( using 40 mm grade stone aggregate ) as in floor filling & mass concrete for sunken floor in wc / bath etc including demolition of cement concrete ( unreinforced ) of any description and in any position not otherwise specifically provided for complete all as specified and directed. 8 material and labour for water proofing treatment of sunken floor of wcs, bathroom, etc by applyingof the following specifications and sequence with and including 40mm thick pcc 1:2:4 type b 1 using 20mm graded aggregate as in floor rough finishescomplete as specified and directed: ( i ) cleaning of sunken floor surface with mechanical means i.e. wire brush / air blower etc. andremove all loose / unsound material, dirt, dust etc. ( ii ) applying cement slurry mixed with acrylic based polymer moodified cementitous composite compound coating. ( iii ) first layer of cement slurry @ 0.488kg / sqm mixed with acrylic based polymer moodified cementitous composite compound @0.253 kg / sqm and allow it to air dry for 04 hours. ( iv ) second layer of cement slurry @ 0.242 kg / sqm mixed with acrylic based polymer moodified cementitous composite compound @0.126kg / sqm and allow it to air dry for 04 hours followed with water curing for 48 hours. ( v ) 200 micron thick polythene film shall be pasted with help of adhesives over treatment.note joints of wc / trap / soil waste shall be properly sealed with sealing compound. testing of all traps and joint and sunken slab shall be done as per is 1742 before filling and tiling work. 9 matrerial and labour for 40mm thick average thicknesspcc ( 1:2:4 ) type b 0 using 12.5mm graded stone aggregate as in levelling course / paddingover roof surface, surface to be finished even and smooth with using extra cementincluding demolition of cement concrete ( unreinforced ) of any description and in any position not otherwise specifically provided for complete all as specified and directed. 10 material and labour for 100mm thickpcc1:3:6 type c 2 using 40mm graded aggregate as sub base of floor including demolition of cement concrete in ground floors and pavings n exc 15 cm thickness ( below or above ground level ) or complete all as specified and directed. 11 material and labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of m 35 grade with approved colour, design & pattern as in footparth, 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 and including 50mm thick compacted bed of fine 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 specified & as directed. 12 material and labour for plain cement concrete 1:2:4 type b 1 ( using 20 mm graded mechanically crushed stone aggregate ) asroof kerbs or mud stops and the like, rounded or chamfered on edges complete including demolition of cement concrete ( unreinforced ) of any description and in any position not otherwise specifically provided for complete all as specified and directed. 13 taking down cement plaster of any description and in any position including raking outfor keys, scrubbing down with water etc of any thikness & brick or stone wall etc. cement or cement lime plaster any description complete all as specified and directed. 14 material and labour for rendering 15 mm thick on fair face of brick work , concrete surfaces in cement mortar 1:6 finished even and smooth w / o extra cement complete all as specified and directed. 15 material and labour for rendering 15 mm thick on fair face of brick work , concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed. 16 material and labour for 10mm thick cement plaster in cm ( 1:3 ) to ceiling surfaceand finished the surface even and smooth without using extra cement with and including applyingthree coats of whitewash on ceiling complete all specified and directed. 17 material andlabour for preparation of exposed brick wall surface by cleaning the surface wire brush to remove all dirt / loose materials from the bricks and from the joints between the bricks. prepared surface should be then washed with diluted hcl acid ( dilution ratio of 1:50 ) for three times in a day for two days. after acid wash surface should be allowed to be air dried for one day. note : further treatment over the surface so achieved will be carried out only after approved of the same by ge. 18 material and labour for carrying out efflorescence treatment to unplastered wall surface comprising of the following specifications and sequence with and including 15 mm thick rendering in cm 1:4 finished even and smooth without using extra cement : ( a ) prime the prepared surface with one of the following product mixed with cement in 1:1 ratio as bonding agent : ( i ) pidicrete urp of m / s pidilite. ( ii ) sika latex of m / s sika. ( iii ) nitobond sbr latex of m / s fosroc. ( b ) immediately after priming the surface pmm ( polymer modified mortar ) to be applied “by hand” while the prime is tacky. pmm should be prepared by mixing one of the following compounds in cement mortar 1:3 as per manufacturer’s instructions: ( i ) pidicrete urp of m / s pidilite. ( ii ) sika latex of m / s sika. ( iii ) nitobond sbr latex of m / s fosroc. ( c ) pmm surface should be allowed to dry for one day. after that it should painted with two coats of one of the following compound mixed with cement only in ratio of 1 ( selected compound ) : 1:5 ( cement ) : ( i ) pidicrete urp of m / s pidilite. ( ii ) sika latex of m / s sika. ( iii ) nitobond sbr latex of m / s fosroc. ( d ) now apply two coats of one of the following compound over the surface. these compounds are to be used as per manufacturer’s instructions: ( i ) pidifin 2k of m / s pidilite. ( ii ) brush coat of m / s sika. ( iii ) brush bond of m / s fosroc.note : both coats should be perpendicular to each other and gap between two coats shall be minimum 6 hours. ( e ) sprinkle loose coarse sand after second coat while surface is tacky.note: ( i ) the item will be executed by authorized applicator only of the selected / approved company. contractor shall submit details of authorised applicator for approval of ge before commencement of work in respect of above item. ( ii ) every stage of work will be approved by ge, then only next layer will be executed by contractor. 19 material andlabour for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper with hand roller, over a coat of alkaline resistant primer over a coat of birla wall care putty surface complete all as specified and directed. 20 material and labour for preparation of new plastered surfaces of any descriptionnot other wise described over 10 cm width or girth and applying two coats of cement base paint over a coat of alkali resistant primer on wall etc; complete all as specified and directed. 21 material and labour for preparation of old plastered or unplastered surfaces of walls by washing rubbing and applying one coat of oil bound distemper complete all as specified and as directed. 22 material and labour for preparation of old plastered or unplastered surfaces of walls by washing rubbing and applying one coat of cement base paint complete all as specified and as directed. 23 material and labour for preparation of old plastered or unplastered surfaces on ceiling by washing rubbing and applying one coat of white wash on ceiling complete all as specified and as directed. 24 material and labour for preparation of old wood and wooden based surfaces of any description not otherwise described over 10 cm in width or girth and applying one coat of synthetic enamel complete all as specified anddirected. 25 material and labour for preparation of old paint steel and iron surfaces of any description not otherwise described over 10 cm in width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. 26 supply and fixing of gi tubing, isi marked, 15mm bore, `medium grade, with all fittings and fixed complete to walls and ceilings or laid in floors including necassary cutting / chasing / pinning in wall and making good the disturbed surfaces as per existing whereever required, including taking down of old tubing as existing at site and removal, complete all as specified and as directed. 27 supply and fixing of gi tubing, isi marked, 20mm bore, `medium grade, with all fittings and fixed complete to walls and ceilings or laid in floors including necassary cutting / chasing / pinning in wall and making good the disturbed surfaces as per existing whereever required, including taking down of old tubing as existing at site and removal, complete all as specified and as directed. 28 supply and fixing of water storage tank of 500 ltr capacity, hdpe triple layer, cylindrical, vertical with closed top and fda approved, 100% ua stabilized, rust proof, isi marked, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm high pressure with polythene float and flynut, isi marked, screwed andsuitable for iron pipe 20 mm bore including taking down of old tank of any descrption and removal from site complete all as specified and directed. note: tank shall be white and make of tank shall be engraved on the tank. 29 supply and fixing of water storage tank of 1000 ltr capacity, hdpe triple layer, cylindrical, vertical with closed top and fda approved, 100% ua stabilized, rust proof, isi marked, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm high pressure with polythene float and flynut, isi marked, screwed andsuitable for iron pipe 20 mm bore including taking down of old tank of any descrption and removal from site complete all as specified and directed. note: tank shall be white and make of tank shall be engraved on the tank. 30 supply and fixing in repair of 15mm fancy type, chromium plated, angle cock, cast copper alloy, screwed down high pressure with crutch or butterfly handle, heavy with adjustable wall flange, complete all as specified and directed. 31 supply and fixing in repair of stop cock, fancy type, chromium plated, long shank and cup ( concealed type ) screwed down high pressure with crutch or butterfly handle screwed both ends suitable for 15mm bore pipe, complete all as specified. ( note : weight of stop cock shall not be less than 0.575 kg ) ( note : weight of stop cock shall not be less than 0.575 kg ) 32 supply and fixing in repair ofcp bib tap screwed down high pressure, long body, cast copper alloy, chromium plated`with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union, complete all as specified. ( note : weight of bib tap shall not be less than 0.575 kg ) 33 supply and fixing in repair of vitreous china squatting pan of orrisa pattern size 580 x 440mm white ( ist quality ) with ‘p’ or ’s’ trap, front or back inlet and foot rests of anypattern complete including provision of lime concrete bed and connection to flush pipe excluding flushing cistern, flush pipe and bracket and making good the disturbed area complete all as specified and directed. 34 supply and fixing ( in repair ) vitreous china wash down water closet pedestal pattern ( ewc ) , white including connection to trap and to flushing pipe with ‘p’ or ‘s’ trap, making good to floor, plastic water closet seat cover with mild steel chromium plated hinges and chromium plated jet spray with 1.5 meter flexible ldpe pipe jointed with pipe complete all as specified and directed. 35 supply and fixing ( in repair ) vitreous china wash hand basin white flat back of size 550x440mm including ci brackets and 15mm chromium plated pillar tap cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered hot or cold with long screwed shanks and fly nuts, pvc connection 450 mm long having ptmt nuts and 32 mm dia brass chromium plated waste coupling and making good to disturbed portion including32 mm dia pvc waste pipe etc., complete all as specified and directed. 36 supply and fixing in repair of 10 litre capacity flush polypropylene cistern, isi marked, white at low level complete with pvc bend / flush pipe and making all connection including taking down existing high / low level cistern with all connections and making good the disturbed surfaces in cement mortar ( 1:3 ) to match with the existing surface, complete all as specified and directed. 37 supply and fixing in repair of fancy type pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered hot or cold with long screwed shanks and fly nuts, screwed for iron pipe and fixed complete all as directed. 38 supply and fixing in repair of chromium plated towel rail 600mm longcomplete all as specified and directed 39 supply and fixing in repair offancy type, shower rose 125mm size , brass chromium plated, revolving type, fixed to existing steel pipe or union 15mm bore complete all as specified and as directed. 40 supply and fixing in repair of 32 / 40mm bore pvc waste pipesuitable for urinal / whb / sink etc complete all as specified and as directed. 41 supply and fixing in repair of pvc connections 45cm long and 15mm dia with ptmt nuts and pvc washers on both ends, complete all as specified and as directed. 42 supply and fixing in repair of pvc seat cover with hinges for ewccomplete all as specified and directed. 43 supply and fixing in repair of cp jet spray for with 1.5 mtr long pipefixed in ewc complete all as specified. 44 supply and fixing in repair of 100 / 75mm diacp grating any type fixed in floor and jointed in cm 1:3 complete all as specified and directed. 45 supply and fixing of pvc ( swr ) 110 mm pipe single socket in any length with rubber ring joints fixed to wall or infloors includingdismantling ofpipes of any description any length including bends etc complete all as specified and as directed. 46 supply and fixingg of pvc ( swr ) 75 mm pipe type socket in any length with rubber ring joints fixed to wall or infloors includingdismantling ofpipes of any description any length including bends etc complete all as specified and as directed. 47 supply and fixing of 110 mm bore pvc ( swr ) plain bend any radius including jointing with solvent cement, complete all as specified and as directed. 48 supply and fixing of 75 mm bore pvc ( swr ) plain bend any radius including jointing with solvent cement, complete all as specified and as directed. 49 supply and fixing in repair of 75mm dia of outlet, pvc ( swr ) floor trap plain with cp grating including jointing with solvent cement, complete all as specified and directed. 50 supply and fixing in repairs of 600mm x 450mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick ac bldg board or commercial plywood, fixedwith aluminium angled frame and two cp ms hanging arrangements complete all as specified and directed. 51 supply and fixing of 18 / 19 mm thick prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work as in , cup board shelves etc including dismantling boarding, any description, fixed in any position with nails etc; complete all as specified and directed. 52 taking down chowkats or frames with shutter, areanot exceeding 1.50 square metre ( w / o taking off shutters from frames ) and removing from site, including cutting holes in wall / concrete for taking out existing hold fasts and making good the disturbed portion of jambs andadjoining surfacesin cm ( 1:3 ) and finishing the surfaces to match with existing finish complete all as specified and directed. 53 taking down chowkats or frames with shutter, areaexceeding 1.50 square metrebut not exceeding 4 square metre ( w / o taking off shutters from frames ) and removing from site, including cutting holes in wall / concrete for taking out existing hold fasts and making good the disturbed portion of jambs andadjoining surfacesin cm ( 1:3 ) and finishing the surfaces to match with existing finish complete all as specified and directed. 54 taking down shutter of any descritption exc 1.00 sqm each but not exc 2.00 sqm each including removal from site complete all as specified and directed. 55 supply and fixing of pressed steel frames for doors of size 125 x 60mm, 1mm thick, with one or more rebates including, hold fasts of 25mm x 4mm fi, 25cm long, 6 nos in each chowkhat, necessary lugs, 3 nos 100 mm ms butt hinges medium weight, cold rolled, welded for each shutters of frame, lock strike plate, including sanding, tarring backs of chowkhats, pcc 1:3:6 type c 0filling in frame and for holdfast, 2 nos 12 mm dia ms tie bars at the bottom of frame and one shop coat of red oxide primer etc complete all as specified and as directed.. 56 supplyand fixing of factory made 35 mm thick, second class hard wood rail and style, plain framed, panelled shutter ( two panel ) with lock rail and panel of 9 mm b.w.p commercial ply or 12 mm veneered particle board with commrcial veneering on both faces ace, size of rails and stiles asper is 1003 ( part i ) kiln seasoned and chemical pressure treated complete all as specified and directed. 57 supply and fixing of iind class ( hollock ) factory made 35mm thick glazed skelton door shutters, open rebated and prepared to receive glass, gauge etc. divided into squares edges of framing, plain, chamfered or rounded, mitred fitted with cut and mitred beads for securing glass / gauge etc. with sizes of members of shutters as specified in para 8.24 ( a ) of ssr 2009 ( part i ) , complete all as specified and directed. 58 supply and fixing of factory made pvc hollow door frame of size 50 mm x 47 mm with wall thickness of 5 mm made out of extended 5 mm rigid pvc foam sheet cut at corner and jointed with 02 nos., 150 mm long brackets of size 15 mm x 15 mm mild steel square tubes 19 gauge including vertical door profiles reinforced with 19 mm x 19 mm steel square tube of 19 gauge ( epdm ) rubber gasket weather seal provided through out the frame and fixed to wall with 65 / 100 mm long mild steel screws through the frame by using pvc fasteners ( minimum of 04 nos. of screws to be provided for each vertical number & minimum 02 nos. for horizontal member ) , complete all as specified and directed. 59 supply and fixing of factory made solid pvc door shutter with wood free eps, 28 to 30mm thick ( stiles ) , with 2, 4, or 6 raised panel design with 2mm thick pvc sheet on the front face & 2mm plain colour pvc sheet on back face consisting of frame made out of m.s. tubes for top & bottom rails.m.s. frame shall be covered with heat moulded plain colour pvcc channel having a pvc sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour pvc sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail ; panelling of plain colour pvc sheet to be fitted in the m.s. frame welded / sealed to the stiles & rails with suitable pvc sheet beading and jointed together with solvent cement , including supplying & fixing in the frame with 3 nos stainless steel butt hinges complete all as specified and as directed. 60 supply and fixing in repair of steel window box type using erw hollow p section comprising double frame for and including gauged and glazed skelton shutter 30mm thick, jointed internally with flat iron 25x3mm complete including hinges, handle, tower bolts, stops, lugs etc. all as shown on drawing no. td 219 ( c ) sheet 1 / 3 to 3 / 3 and td 220 ( c ) sheet 1 / 3 to 3 / 3 as applicable including pcc ( c o , 1:3:6 using 12.5 graded agg ) bed blocks for hold fasts and one shop coat of red oxide primer etc complete all as specified and directed.note: ( i ) for the purpose of measurement & payment double shutter with frame shall be considered as one unit. ( ii ) unit rate quoted against this item shall also include the iron mongery , grills 10mm square bars. ( iii ) only glazing, wire mesh & painting grill shall be measured & paid for separately ) 61 material and labour for preparing new or previously untreated wood or wooden surfaces of any description not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed. 62 material andlabour for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed. 63 supply and fixing of butt hinges, medium weight, cold rolled, mild steel, isi marked 100 mm sizecomplete all as specified and directed. 64 supply and fixing of 150mm long extruded aluminium alloy handles, fabricated type, anodised complete as specified and directed . 65 supply and fixing of aluminum anodized, barrel tower bolts of extruded section 200mm long complete all as specified and directed. 66 supply & fixing300 mmaluminum anodised sliding door bolts, isi marked, with hasp, staple ( bolt type ) complete with clamps bolt not less than 16mm dia and fixing clips of sheet, cast or extruded section and fixing bolts an sliding bolt of extruded section or cast aluminum alloy, all as specified. 67 supply andfixingof mild steel helical door spring 150 mm long fixed with screws to wooden chowkhats or welding to steel chowkhats, complete all as specified and directed. 68 supply andfixing of sheet glass 3mm thick, ordinary quality , in squarenot exceeding 0.5 square metre each pane and glazing with oil putty to steel window and with wooden beads to wooden shutters, complete all as specified and as directed. 69 supply andfixingof galvanized steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks or galvanized wire staple complete all as specified and as directed. 70 supply andfixingin repair of mild steel helical door spring 150 mm long fixed with screws to wooden chowkhats or welding to steel chowkhats, complete all as specified and directed. 71 supply andfixing in repair of sheet glass 3mm thick, ordinary quality , in squarenot exceeding 0.5 square metre each pane and glazing with oil putty to steel window and with wooden beads to wooden shutters, complete all as specified and as directed. 72 supply andfixingin repair of galvanized steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks or galvanized wire staple complete all as specified and as directed. 73 supply and fixingin repair of 150mm long floor door stopper of aluminium alloy body & tongue anodized with hard drawn steel spring complete all as specified and as directed.. 74 material and labourforrunning welding ( in repair ) thickness of metal to be welded exceeding 6mm but notexceeding 9mm complete all as specified and directed . 75 material and labour for brick work with sub class ‘b’ bricks, straight or curved on plain exceeding 6 metre mean radius in cement mortar ( 1:6 ) including demolition of brick work built in cement mortar including demolition of old brick / stone masonry built in cement mortar of any description including all quoins, archs, pillars etc complete all as specified and directed. 76 material and labour for brick work ( except bricks ) straight or curved on plan exceeding 6 metre mean radius built in cm 1:6 ( old size brick ) including demolition of old brick / stone masonry built in cement mortar of any description including all quoins, archs, pillars etc complete all as specified and directed. 77 cleaningand removing all scaleand dirt, etcfrom existing water storage tanks of capacityexceeding 500 litres andnot exceeding 1000 litres by emptying, drying and cleaning the tank by scrubbing the dust with wire brush from tank includingcleaning from mouths of circulating pipes, to entire satisfaction of engineer in–charge of cleaning, including writing date of cleaning with oil paint of of visible colour in font size not less than 100 mm high complete all as specified and directed. ( the rates includes for disconnecting of existing water tank, lowering if required and hoisting, reconnecting and refixing in same position after cleaning ) note: ( i ) the whole process ofdisconnecting, reconnecting and refixing in same position after cleaning shall be done on the same day, if failing so, rs. 100 / shall be deducted for each tank per day from the contractor due. ( ii ) a separate register to be maintained by contractor for cleaning and occupant signature with date to be obtained in it. 78 material andlabour for 6 mm thick asbestos cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with l hook or cranked bolts in patches including dismantling old asbestos cement corrugated or semi corrugated sheets, complete all as specified and directed. 79 note: amount of credit ofrs. 95, 184.00 for retrieved materials is mentioned in schedule of credit page no 19 of tender documents in pdf form which will be deducted offline while acceptance of tender....

Food Corporation Of India - Haryana

26820411 replacement of roof and wall sheets with iron profile sheets of gn 6 , 7 , 10 , 11 , 14 and 15 at mini godown safidon replacement of roof and wall sheets with iron profile sheets of gn 6 , 7 , 10 , 11 , 14 and 15 at mini godown safidon . , dismantling roofing including ridges , hips , valleys and gutters etc . , and stacking the material within 50 metres lead of : asbestos cement sheet , taking out wind ties from roof including cutting out rusted bolts , nuts etc . and removing materials to any distance within compound and stacking . , providing and fixing precoated galvanised iron profile sheets ( size , shape and pitch of corrugation as approved by engineer in charge ) 0 . 50 mm ( + 0 . 05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277 , in 240 mpa steel grade , 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns . sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge . the sheet shall be fixed using self drilling /self tapping screws of size ( 5 . 5x 55 mm ) with epdm seal , complete upto any pitch in horizontal/ vertical or curved surfaces , excluding the cost of purlins , rafters and trusses and including cutting to size and shape wherever required . , providing and fixing precoated galvanised steel sheet roofing accessories 0 . 50 mm ( + 0 . 05 % ) total coated thickness , zinc coating 120 grams per sqm as per is: 277 , in 240 mpa steel grade , 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/ self tapping screws complete : ridges plain ( 500 600mm ) , fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand . , credit of acc sheets including stacking . loading , uloading , disposal etc . or as per the direction engineer in charge . , credit for old unserviceable j hooks / iron scrap received from dismantling including loading , uloading , disposal etc . or as per the direction engineer in charge . ...

Food Corporation Of India - Haryana

25842781 replacement of roof sheets with iron profile sheets of rail fed godowns at bg sirsa replacement of roof sheet with iron profile sheets of rail fed godowns at bg sirsa , dismantling roofing including ridges , hips , valleys and gutters etc . , and stacking the material within 50 metres lead of : asbestos cement sheet , demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge . nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix ) , taking out wind ties from roof including cutting out rusted bolts , nuts etc . and removing materials to any distance within compound and stacking . , providing and fixing precoated galvanised iron profile sheets ( size , shape and pitch of corrugation as approved by engineer in charge ) 0 . 50 mm ( + 0 . 05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277 , in 240 mpa steel grade , 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns . sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge . the sheet shall be fixed using self drilling /self tapping screws of size ( 5 . 5x 55 mm ) with epdm seal , complete upto any pitch in horizontal/ vertical or curved surfaces , excluding the cost of purlins , rafters and trusses and including cutting to size and shape wherever required . , providing and fixing precoated galvanised steel sheet roofing accessories 0 . 50 mm ( + 0 . 05 % ) total coated thickness , zinc coating 120 grams per sqm as per is: 277 , in 240 mpa steel grade , 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/ self tapping screws complete : ridges plain ( 500 600mm ) , providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge ) , including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand ) as per standard design : in 75x75 mm deep chase ( without chase cutting ) , fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand . , supply , installation , testing and communication of turbo ventilators size 22 in stainless steel 430 grade with approximate weight 4 . 85 kg having a cfm 7 kg per hour 2440 with blade length 369 mm wings of 80 mm & following specification turbo ventilators available in stainless steel size 2255 grade 430 no of outer wings = 24 ( 22 ) no of inner wings=6 ( 22 ) fan base = nylon top and bottom 55430 inside material = nylon fan blade od600 mm ( for 22 ) nylon blade ring = 560 mm total fan height 360 mm self lubricating bearing ( for 22 ) ( rate is approved by hq ) . , credit of acc sheets including stacking . loading , uloading , disposal etc . or as per the direction engineer in charge . , credit for old unserviceable j hooks / iron scrap received from dismantling including loading , uloading , disposal etc . or as per the direction engineer in charge . ...