concrete flooring Tenders in Haryana

1
National Security Guard - Haryana

40891640 tender for construction of 03 nos bore well at nsg campus manesar gurgaon ( haryana ) .; 1 earth work 2 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) , including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 all kinds of soil. 4 cement concrete ( cast in situ ) 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 6 1:5:10 ( 1 cement : 5 coarse sand ( zone iii ) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources ) 7 centering and shuttering including strutting, propping etc. and removal of form work for : 8 retaining walls, return walls, walls ( any thickness ) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 9 reinforced cement concrete 10 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 and reinforcement : 11 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ) 12 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 ) . 13 providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of engineer in charge. 14 20 mm dia.& 225 mm length 15 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 16 thermo mechanically treated bars of grade fe 500d or more. 17 flooring 18 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size ) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 19 finishing 20 6 mm cement plaster of mix : 21 1:3 ( 1 cement : 3 fine sand ) 22 water supply 23 providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. external work 24 65 mm dia nominal bore 25 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 26 25 mm nominal bore 27 painting g.i. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 28 65 mm diameter pipe 29 providing and fixing g.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) : 30 65 mm nominal bore 31 providing push on joints to centrifugally ( spun ) cast iron pipes or ductile iron pipes including testing of joints and the cost of rubber gasket : 32 100 mm dia pipes 33 drainage 34 providing m.s. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design : 35 with 20x20 mm square bar 36 supplying and fixing c.i. cover without frame for manholes : 37 455x610 mm rectangular c.i. cover ( light duty ) the weight of the cover to be not less than 23 kg 38 rain water harvesting & tubewells 39 boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in is: 2800 ( part i ) , including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of engineer in charge, upto 90 metre depth below ground level. 40 all types of soil 41 300 mm dia 42 rocky strata including boulders 43 300 mm dia 44 boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in is: 2800 ( part i ) , including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of engineer in charge, beyond 90 metre & upto 150 metre depth below ground level. 45 rocky strata including boulders 46 300 mm dia 47 gravel packing in tubewell construction in accordance with is: 4097, including providing gravel fine / medium / coarse, in required grading & sizes as per actual requirement, all complete as per direction of engineer in charge. 48 supplying, assembling, lowering and fixing in vertical position in bore well, erw ( electric resistance welded ) fe 410 mild steel screwed and socketed / plain ended casing pipes of required dia, conforming to is: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of engineer in charge. 49 200 mm nominal size dia having minimum wall thickness 5.40 mm 50 supplying, assembling, lowering and fixing in vertical position in bore well, erw ( electric resistance welded ) fe 410 plain slotted ( having slot of size 1.6 / 3.2 mm ) mild steel threaded and socketed / plain bevel ended pipe ( type a ) of required dia, conforming to is: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of engineer in charge. 51 150 mm nominal size dia 52 200 mm nominal size dia 53 development of tube well in accordance with is : 2800 ( part i ) and is: 11189, to establish maximum rate of usable water yield without sand content ( beyond permissible limit ) , with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by v notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i / c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of engineer in charge. 54 providing and fixing m.s. clamp of required dia to the top of casing / housing pipe of tubewell as per is: 2800 ( part i ) , including necessary bolts & nuts of required size complete. 55 200 mm clamp 56 providing and fixing bail plug / bottom plug of required dia to the bottom of pipe assembly of tubewell as per is:2800 ( part i ) . 57 150 mm dia 58 mr items 59 charges for conducting geophysical surface resistivity investigation for tubewell site selection to find out thickness of alluvial, protential zones, water quality variation with depth & type of rig to be deployed. 60 electrical 61 supplying, installation, testing and commissioning of multi stage submersible pump set, in bore well complete withcoupled totally enclosed electric motor suitable for 415 volt, 50 hz, 3 phase a. c. supplyincluding water proof jointing of cables. ( excluding lowering charges, lowering charges of submersible pumpset included in the item lowering of column pipe ) ( horse power of the motor , stage , lpm & head of the submersible pump will be decided by engg in charge on basis of yield report submitted by the contractor ) 62 providing and loweringgi pipes class b marked with is: 1239 in 6 m length, including threading and welding with flanges ( heavy duty ) on both sides, jointing with nuts and bolts, rubber gaskets, into tube wells and testing commissioing etc. complete in all respects to the satisfaction of engineer in charge. ( make :isi marked b class jindal hisar / tata / prakash surya / swastik / zenith maked g.i. pipe ) 63 50mm dia 64 65mm dia 65 supplying and laying of one numberflat copper conductor submersible cable of following size pvc insulated and pvc sheathed flat copper submersible cable of 1.1 kv grade along thelength of coloum / delivery pipe / in the existing masonry open duct / along wall surface / cable tray / loose for connections / in existing pvc casing / capping etc. as required. ( isi marked make havells / polycab / finolex / rr kabel ) 66 3 x 4.0 sqmm 67 supplying & fixing nylon rope 16mm dia complete with shackles for fixing of pump set during the lowering of pumpset to avoid slippage complete as reqd . 68 providing and fixing three phasesubmersible pump controllers with single phase preventer submersible motormodel mug15fasd make l&t suitable relay rangeor equivalent in havells & siemens in existing cubicle panel board making connections, etc. as required. ( relay range & horse power of the starterwill be decided by engg in charge on basis of submersible motor capacity ) 69 supply, installation, testing and commissioning of outdoor type totally enclosed, dust and vermin proof, pedestal mounted inspection box / junction box of a suitable size but not less than 600 mm wide x 450 mm height x 450 mm ( deep ) fabricated from 2 mm thick crca sheet steel having front and back openable doors with locking arrangement on both sides, tapered top ( roof ) , including detachable cable gland plate made of 3 mm thick crca sheet, including pre paint treatment, phosphating and powder coating by approved siemens grey paint, earthing stud, danger notice plate fixed, complete as required. the feeder pillar should be complete with a mounting frame made of 50 mm x 50 mm x 6 mm angle iron with 900 mm long legs. the 4 legs of the feeder pillar shall be erected on a suitable size 1:3:6 cement concrete ( 1:3:6 cement; 3 sand; 6 graded stones of 20 mm size ) pedestal having 900mm of depth ( 600mm below ground & 300mm above ground ) . 70 earthing with g.i. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required. 71 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. 72 providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required. 73 supplying and laying of following size 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 and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 74 90 mm dia ( od 90 mm & id 76 mm nominal ) 75 supplying and laying of following size 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 ) in the existing trench complete as required. 76 90 mm dia ( od 90 mm & id 76 mm nominal ) 77 the road crossings of power cablethrough trenchless boring.trenchless boring using manual / machine moling techniqueat 0.75 metre below the ground level for following size pipes, including survey of under ground utilities, excavation of pits, moling with the hole size not exceeding 20% of the pipe dia, backfilling, compaction and restoration of the pits to original condition etc. as required.the rates for moling, as indicated are inclusive of excavation of pits, backfilling, compaction andrestoration of the pits to original condition. any damages occurred to other utilities during the moling operation shall be immediately notified and rectified by the contractor without any cost implication to the department. the length of the hole ( excluding the sizes of the pits on both ends ) shall be considered for the measurement of moling length. however, intermediate pits will consider in the moling length.i ) upto 150 mm dia dwc hdpe / g.i. / pvc 78 supplying and laying of one number aluminium conductor, xlpe insulated, pvc sheathed, armoured power cable of 1.1 kv grade , confirming to is : 7098 ( part 1 ) 1988 of following size in the existing rcc / hume / metal pipe as required. 79 3.5 x 35 sq. mm 80 supplying and laying of one number aluminium conductor, xlpe insulated, pvc sheathed, armoured power cable of 1.1 kv grade , confirming to is : 7098 ( part 1 ) 1988 of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 81 3.5 x 35 sq. mm 82 supplying and laying of one number aluminium conductor, xlpe insulated, pvc sheathed, armoured power cable of 1.1 kv grade , confirming to is : 7098 ( part 1 ) 1988 of following size in the existing masonry open duct / along pole / loose for connections etc as required. 83 3.5 x 35 sq. mm 84 supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required 85 3.5 x 35 sq. mm 86 supplying and making cable route marker with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm x 60 cm at the bottom and 50 cm x 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. 87 add 1.0633 multiplying factor for gst on dsr...

Due Date : December 09, 2023

Tender Value : ₹ 29.62 Lakhs

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2
Haryana Urban Development Authority - Haryana

40714943 annual maintenance of ephs in sector 21 ue kaithal supply and filling of pit gravel brick work plastering and cement concrete flooring at tubewell no 2 sector 21 kaithal ac...

Due Date : November 24, 2023

Tender Value : ₹ 85310.0

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3
Bharat Sanchar Nigam Limited - Haryana

38779311 tender for repair works in rented out bsnl staff qtr campus to esic dispensary 2 at dharuhera (hr) 2nd call 1 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 50m outside the periphery of the area cleared. 600.00 sqm one square metre 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand(zone iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 0.50 cum one cubic metre 3 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 : (a) 1:2:4 (1 cement : 2 coarse sand (zone iii) : 4 graded stone aggregate 20 mm nominal size derived fro natural resources) 0.50 cum one cubic metre 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: (a) 35 mm thick including isi marked stainless steel butt hinges with necessary screws. 10.00 sqm one square metre (b) 25mm thick (for cupboard) including isi marked nickel plated bright finished m.s. piano hinges with necessary screws. 2.00 sqm one square metre 5 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 10.00 sqm one square metre 6 providing and fixing aluminium sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : (a) 250x16 mm 6.00 nos. each 7 providing and fixing aluminium tower bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : (a) 250x10 mm 6.00 nos. each (b) 200x10 mm 6.00 nos. each 8 providing and fixing aluminium handles isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (a) 100 mm 12.00 nos. each 9 cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. 0.35 cum one cubic metre 10 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 (a) in 75x75 mm deep chase 3.00 metre one running metre 11 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 1mx1mx400 micron, finished with 12mm 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. 1.00 no. each 12 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of engineer in charge. (a) with cement mortar 1:4 (1cement: 4 coarse sand). 15.00 sqm one square metre 13 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (a) float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). 3.00 sqm one square metre 14 renewal of old putty of glass panes (length) . 30.00 m one running metre 15 grading roof for water proofing treatment with (a) cement mortar 1:4 (1cement : 4 coarse sand) 2.50 cum cum 16 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 50.00 sqm 123.85 17 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. (a) two or more coats on new work. 10.00 sqm one square metre 17 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade (a) new work (two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). 10.00 sqm one square metre 18 applying priming coat : (a) with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 35.00 sqm one square metre 19 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (a) two or more coats on new work. 35.00 sqm one square metre 20 distempering with 1st quality acrylic distember (ready mix) having voc content less than 50 grams/ litre of approved brand and manufacture to give an even shade : (a) old work (one or more coats) 135.00 sqm one square metre 21 painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : (a) 75 mm diameter pipes . 35.00 m one metre (b) 100 mm diameter pipes . 40.00 m one metre 22 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) one or more coats on old work. 90.00 sqm one square metre 23 cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of engineer in charge. (the old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ rs. 0.10 per litre if during cleaning any gi fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2000.0 0 ltr one litre 24 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. 4.00 nos. each 25 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. (a) nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 0.50 cum one cubic metre 26 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : of area 3 sq. metres and below 6.00 nos. each 27 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. (a) 10 litre capacity white 4.00 nos. each 28 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. (a) semi rigid pipe (i) 32 mm dia 4.00 nos. each (ii) 40 mm dia 4.00 nos. each 29 providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : (a) rectangular shape 453x357 mm 4.00 nos. each 30 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 4.00 nos each 31 deduct for not providing hinges in doors, windows or clerestory window shutters with : stainless steel butt hinges with stainless steel screws : for 2nd class teak wood and other class of wood shutters 14.00 sqm one square metre 32 providing and fixing uplasticised pvc connection pipe with brass unions : (a) 45 cm length (i) 15 mm nominal bore 12.00 nos. each 33 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet : (a) 100 mm diameter 4.00 nos. each 34 providing and fixing c.p. brass bib cock of approved quality conforming to is:8931: (a) 15 mm nominal bore. 4.00 nos. each 35 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. (a) 15 mm nominal bore 4.00 nos. each 36 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 : (a) 15mm nominal bore 5.00 nos. each 37 providing and fixing in position pre cast r.c.c. manhole cover and frame of required shape and approved quality (a) l d 2.5 (i) rectangular shape 600x450 mm internal dimensions 3.00 no. each 38 repair of water supply accessories/fittings like c.p. brass pillar cocks, long body bib cocks, gate valve etc. by providing brass phase(spindle) if required , rubber washer, thread and white leads etc for proper functioning of the accessories complete as per the direction of engineer incharge.( rate is exclusive of the cost of brass spindle whcih shall be paid for separatly) 20.00 nos each 39 extra for providing bras spindle (heavy type) in bibcock, stopcock, pillarcock of approved shape /size as per site requiremement in item of repair of n bibcock, stopcock, pillarcock 14.00 nos each 40 checking water supply system for proper supply of water from main outer pipeline to terrace tank and from terrace tank to user accessories complete as per the site requirement and the direction of engineerin charge. 5.00 nos each 41 removing blockage from bath/kitchen wc traps including removal blockage from bends for its proper function to use i/c opening door of tee and re fixing the same after removal of leakage. complete as per the direction of the engineer –in charge.( item including at the cost for provide t & p, ladder etc.) 16.00 nos each 42 removing blockage of existing sewer line by desludging , making arrangement of rodding , pumping , cleaning the sludge and disposal of the same beyond the municipal limits in prescribed environment friendly manner by mechanical transport then cleaning the sewer line with fresh water complete as per the site condition & as per direction of engineer in charge including pre monsoon precautionary measures. . 40.00 metre one metre 43 cleaning of existing manholes by desludging & making arrangement of rodding , pumping & cleaning the sludge and disposal of the same beyond the municipal limits in prescribed environment friendly manner by mechanical transport then cleaning the walls & floors with fresh water complete as per the site condition & as per direction of engineer in charge .(circular or rectangular manhole of any depth or size) 4.00 nos each 44 cleaning of septic tank including soak pit by mechanical or manual means including removing waste mattter, sewage, sullage and removal of the same from the site to approve dumping ground upto 15 km lead and finally cleaning with fresh water all complete as per the direction of engineer in charge.the contractor may visit the site i.e; o/o gmtd wherethe item is to be executed for site conditions, size of tank etc for quoting of his rates. 1 no each 45 welding at site i/c transportation of electric welding set for repairing of section windows, m.s. grills, steel chowkhats, hinges, steel jafferies and other steel members (upto any floor level) ic welding, hammering, etc for the smooth operation of the fittings, welding of broken part by welding. (rate includes cost of labour i.e one welder and beldar and electrodes , tranportation of the welding set and movement of welding set but excludes the cost of the steel members and fittings if required) all complete as per direction of engineer in charge.rate is for single day in one buiding compound 2.00 job each job 46 taking out old grown trees /plants at different location such as shafts balconies, roof etc upto floor five level including demolishing brickwork, cement concrete so as to remove the roots of the treee/plants all complete and repairing the same with old bricks with cement mortar 1:6 (1 cement : 6 coarse sand) and providing and laying new cement conctrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) and finishing with cement plaster of mix 1:4 (1 cement : 4 coarse sand) as per site requirment and disposal of the building rubbish etc & like all complete as per the direction of the engineer in charge. (note: the agency executing the work shall have to make his own arrangement of in scaffolding, jhulla etc and other t & p and labour required for the item) 1.00 jobs each job 47 providing and fixing c.p. brass waste of standard pattern for sink or wash basin complete as per the direction of engineer incharge: a) 32 mm dia 4.00 nos each b) 40 mm dia 2.00 nos each 48 providing and fixing pair of iron angle for holding wash basin including removing old rusted angles and fixing new angles in cement mortar etc. complete as per directions of engineer in charge. 2.00 pair each pair 49 extra for providing powder coated ms butt hinges 100x58x1.90 mm in flush door shutters (if any hinges missed in chowkhat) 5.00 nos each 50 p/f pvc cover on pvc water storage tanks of capacity 500 litre to 2000 litre with necessary locking arrangements screw nuts etc complete as per direction of engineer in charge. 4.00 nos each 51 providing and fixing c.p. brass pillar cock 15mm nominal bore of approved quality conforming to is specifications complete as per directions of engineer in charge. 2.00 nos each 52 providing and fixing stainless steel grating(jali) with or without hole for waste pipe floor trap etc complete.: (a) 100 mm diametre 12.00 nos each 53 repairs to cement concrete flooring of thickness 40mm in patches of area 2.5 sq. metres and under including cutting & dismantling the patch in proper shape and preparing the sub grade and repairing with cement concrete of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry all complete including disposal of rubbish to the dumping ground within 50 metres lead. 2.00 sqm one square metre 54 providing and fixing brass ball valve with of approved quality (screwed end) : b) 20 mm nominal bore. 2 nos each c) 25 mm nominal bore. 1 no each 55 taking out of unserviceable materials i/c dismantling fittings upto any floor height and stacking the same within 50 mtr. lead complete as per the direction of engineerin charge. a) brass bib cock/stop cook / pillar cock / gate valves/angle valves/ball cock/ball valve/waste couplings and like items etc upto 40mm nominal bore 20.00 nos each 56 diluting and injecting chemical emulsion for post constructional anti termite treatment (including the cost of chemical emulsion) : a) provision of anti termite treatment on the doors, windows cup boards etc in grounfloor 02 no and first floor 02 no quarters (i/c cost of the chemical) 1.00 job one job 57 credit on account of unserviceable material received from dismantling, demolishing or lying at site issued to agency: a) brass bib cock/stop cook / pillar cock / gate valves/waste couplings/angle valve/ball valve etc and like scrap. 5.00 kgs one kilogra m b) pvc water tank,cistern ,pvc connections etc and like scrap 5.00 kgs one kilogra m e) wooden doors/windows of area 2.00 sqm or below 6.00 nos each total...

Due Date : July 28, 2023

Tender Value : ₹ 1.99 Lakhs

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4
Irrigation Department - Haryana

38684597 construction of temporary mechanical store in w.s. mech. sub division, bahadurgarh. 1 providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer`s specifications hsr 10.11 2 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) hsr 11.8.1 3 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. hot finished welded type tubes hsr 13.30.1 4 compacting original ground 3. compaction of earthworkcompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000 2 as per technical clause 305 of mort&h specifications hsr 17.5.3 5 providing and fixing concealed hinge of approved quality for 19 20mm thick door with stainless steel screws completeas per hsr 18.19 6 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 mtr. as per hsr 4.32 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone iii) : 4 graded stone aggregate 20 mm nominal size) as per hsr 6.12 8 centering and shuttering including strutting, propping etc. and removal of form work for : 1. foundations, footings, bases for columns as per hsr 6.29.1 9 providing and laying damp proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone iii): 4 graded stone aggregate 12.5mm nominal size) 3. 25 mm thick as per hsr 6.8.3 10 brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) as per hsr 7.21.1 11 providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 3. 0.63 mm thick with zinc coating not less than 275 gm/ m² as per hsr 9.22.3 ...

Due Date : July 24, 2023

Tender Value : ₹ 2.52 Lakhs

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5
Public Works Department - Haryana

37161976 tender for special repair of govt. veterinary dispensary at khandora in rewari distt 1 [ 10.1 ] providing and laying of base course of floors consisting of 100 mm thickcement1:8:16and100mmsandor stone filling. 2 [ 10.10.1 ] providing and laying 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. 1. 40 mm thick with 20 mm nominal size stone aggregate etc...

Due Date : April 14, 2023

Tender Value : ₹ 6.15 Lakhs

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6
Urban Local Bodies - Haryana

36829488 construction of. work at sant kabir dhanak dharamshala 1 [10.11]providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer`s specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. through rate 2 [11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) through rate 3 [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) through rate 4 [4.14.1]earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. through rate 5 [5.23.1]demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1. nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) through rate 6 [6.1.1]providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and up to floor iv level: 1. 1:1½:3 (1 cement: 1½ coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size) through rate 7 [6.1.6]providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone iii) : 8 graded stone aggregate 40 mm nominal size) through rate 8 [6.30.1]centering and shuttering including strutting, propping etc. and removal of form for 1. foundations, footings, bases of columns, etc. for mass concrete through rate 9 [6.30.3]centering and shuttering including strutting, propping etc. and removal of form for 3. suspended floors, roofs, landings, balconies and access platform through rate 10 [6.33.6]steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. thermo mechanically treated bars of grade fe 500d or more. through rate ...

Due Date : March 23, 2023

Tender Value : ₹ 7.92 Lakhs

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7
Urban Local Bodies - Haryana

36702141 tender for construction of khurali and paver work in shree gaushala mc mandi dabwali providing and laying of cement concrete flooring 1:2:4, providing and laying of screed of 50mm thick cement concrete 1:8:16 etc....

Due Date : March 20, 2023

Tender Value : ₹ 2.52 Lakhs

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9
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 ) ...

Due Date : December 02, 2022

Tender Value : ₹ 62.77 Lakhs

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10
Haryana Urban Development Authority - Haryana

33854799 annual maintenance of staff quarter sector 17 u / e, gurugram. repairing of brick work, plaster, cement concrete flooring, tiles tracing and all other works contingent thereto....

Due Date : September 15, 2022

Tender Value : ₹ Ref. Documents

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14
Food Corporation Of India - Haryana

26814501 replacement of old damaged godown roof sheets with profile sheets and other allied works at fsd cheeka . , dismantling roofing including ridges , hips , valleys and gutters etc . , and stacking the material within 50 metres lead of : asbestos sheet , 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 . , 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 laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1:4:8 ( 1 cement : 4 coarse sand ( zone iii ) : 8 graded stone aggregate 40 mm nominal size ) , 52 mm thick cement concrete flooring with concrete hardener topping , under layer 40 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size ) by volume , hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications . this includes cost of cement slurry , but excluding the cost of nosing of steps etc . complete , 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 thicknessfor rolling shutters . 80x1 . 20 mm m . s . laths with 1 . 20 mm thick top cover , 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 , white washing with lime to give an even shade :old work ( one or more coats ) , removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratchesetc . complete , finishing walls with water proofing cement paint of required shade : old work ( one or more coats applied @ 2 . 20 kg/10 sqm ) over priming coat of primer applied @ 0 . 80 litrs/10 sqm complete including cost of priming coat . , 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 ) , brick work with common burnt clay f . p . s . ( non modular ) bricks of class designation 75 in super structure above plinth level up to floor v level in all shapes and sizes in: cement mortar 1:6 ( 1 cement: 6 coarse sand ) . , 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand ) , 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 , 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 , fixing old wind ties 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 ) . including the cost of necessary cutting of iron profile sheet for fixing turbo ventilator including providing and fixing uv stablised fiber glass reinforced plastic sheet to be not less tha 2 mm thickness and matching iron profile sheet corrugation . , credit of acc sheets including stacking . loading , uloading , disposal etc . or as per the direction engineer in charge . ( including gst ) , credit for old unserviceable j hooks / iron scrap received from dismantling including loading , uloading , disposal etc . or as per the direction engineer in charge . ( including gst ) ...

Due Date : February 17, 2021

Tender Value : ₹ Ref. Documents

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15
Food Corporation Of India - Haryana

23887982 special repair works to office block and weigh bridge cabin at fsd narwana , 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 . , 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 . , demolishing dry brick pitching in floors , drains etc . including stacking serviceable material and disposal of unserviceable material within 50 metres lead : , removing dry or oil bound distemper , water proofing cement paint and the like by scrapping , sand papering and preparing the surfacesmooth including necessary repairs to scratches etc . complete , 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 . , 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 gradeexcluding the cost of centering and shuttering all work up to plinthlevel :1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) : 4 graded stoneaggregate 20 mm nominal size ) , 52 mm thick cement concrete flooring with concrete hardener topping , under layer 40 mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size ) by volume , hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications . this includes cost of cement slurry , but excluding the cost of nosing of steps etc . complete . , 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 old available bricks ) , dry brick on flat flooring in required pattern with bricks of class designation 7 . 5 including filling joints with jamuna sand , with common burnt clay non modular bricks ( with old available bricks ) . , dry brick on edge flooring in required pattern with bricks of class designation7 . 5 including filling joints with jamuna sand , with common burnt clay non modular bricks ( with new bricks ) . , 12 mm cement plaster of mix : 1:6 ( 1 cement: 6 fine sand ) , 6 mm cement plaster of mix : 1:3 ( 1 cement: 3 fine sand ) , renewing glass panes , with putty and nails wherever necessary including racking out the old putty: float glass panes of thickness 4 mm , providing and fixing wire gauge shutters using galvanized m . s . wire gauge of average width of aperture 1 . 4 mm in both directions with wire of dia 0 . 63 mm , for doors , windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with isi marked m . s . pressed butt hinges bright finished of required size kiln seasoned and chemically treated hollock wood , providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 ( thickness to be specified by the manufacturer ) , of approved make , in all colours , shades except burgundy , bottle green , black of any size as approved by engineer in charge , in skirting , risers of stepsand dados , over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 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 . , painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work , providing and applying white cement based putty of average thickness 1mm , of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete . , applying priming coats with primer of approved brand and manufacture , having low voc ( volatile organic compound ) content . with water thinnable cement primer on wall surface having voc content less than 50 grams/litre , wall painting with acrylic emulsion paint , 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 , finishing walls with 100% premium acrylic emulsion paint having voc less than 50 gm/litre and uv resistance as per is 15489:2004 , alkali & fungal resistance , dirt resistance exterior paint of required shade ( company depot tinted ) with silicon additives . 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 . , providing and placing on terrace ( at all floor levels ) polyethylene water storage tank , isi : 12701 marked , with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support for tank . , providing and fixing g . i . pipes complete with g . i . fittings including trenching and refilling etc . 25 mm dia nominal bore...

Due Date : March 14, 2020

Tender Value : ₹ 15.28 Lakhs

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17
Indian Oil Corporation Limited - Haryana

15481808 tender for dismantling of existing bitumastic flooring and providing and laying power control centre flooring as well as dismantling concrete flooring in office block and providing and laying sandstone flooring in office block, at pta terminal, ppmc...

Due Date : March 27, 2018

Tender Value : ₹ Ref. Documents

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18
Department Of Irrigation - Haryana

15208580 replacement, providing and fixing of new g.i. sheet for roofing of store, cement concrete flooring, white washing and electric fitting in workshop and store at pump house jf 2...

Due Date : February 22, 2018

Tender Value : ₹ Ref. Documents

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19
Department Of Irrigation - Haryana

15124189 replacement, providing and fixing of new g.i. sheet for roofing of store, cement concrete flooring, white washing and electric fitting in workshop and store at pump house jf 2....

Due Date : February 14, 2018

Tender Value : ₹ Ref. Documents

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21
Haryana Urban Development Authority - Haryana

14257672 annual maintenance of huda staff quarters sector 16 fbd repair of cement plaster providing and fixing of solid flush door shutters cement concrete flooring wire gauge door shutters oil bound distemper and painting etc in huda staff quarters sector 16 faridabad,...

Due Date : November 24, 2017

Tender Value : ₹ 17.49 Lakhs

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22
Public Works Department - Haryana

13433666 providing and fixing 20mm thick rubber flooring over existing concrete flooring in the gymnasium of old boys hostel in university of health sciences, rohtak ( recalled )...

Due Date : August 28, 2017

Tender Value : ₹ 2 Lakhs

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23
Public Works Department - Haryana

13102681 providing and fixing 20mm thick rubber flooring over existing concrete flooring in the gymnasium of old boys hostel in university of health sciences, rohtak...

Due Date : July 31, 2017

Tender Value : ₹ 2 Lakhs

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26
Haryana Urban Development Authority - Haryana

11381212 annual maintenance of huda staff qtr. sector 16, faridabad. “repair of cement plaster, providing and fixing solid flush door shutters, cement concrete flooring 1:2:4 wire gauge door shutters, oil bound, distemper & painting etc. in huda staff qtr. sector 16, faridabad and all other works contingent thereto”....

Due Date : January 12, 2017

Tender Value : ₹ 17.50 Lakhs

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27
Haryana Urban Development Authority - Haryana

11320545 annual maintenance of huda staff qtr. sector 16, faridabad. “repair of cement plaster, providing and fixing solid flush door shutters, cement concrete flooring 1:2:4 wire gauge door shutters, oil bound, distemper & painting etc. in huda staff qtr. sector 16, faridabad and all other works contingent thereto...

Due Date : January 09, 2017

Tender Value : ₹ 17.50 Lakhs

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28
Haryana Urban Development Authority - Haryana

11308419 annual maintenance of huda staff quarters sector 16 faridabad repair of cement plaster providing and fixing solid flush door shutters cement concrete flooring 1 2 4 wire gauge door shutters oil bound distemper and painting etc in huda staff quarters sector 16, repair of cement plaster providing and fixing solid flush door shutters cement concrete flooring 1 2 4 wire gauge door shutters oil bound distemper and painting etc in huda staff qtr sector 16 faridabad...

Due Date : January 09, 2017

Tender Value : ₹ 17.49 Lakhs

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31
Panipat Thermal Power Station - Haryana

9465736 construction of 3 nos. room for borewell, 1 no. toilet alongwith pit and cement concrete flooring for porta cabin at village mothuka and arua ballabhgarh, faridabad...

Due Date : April 14, 2016

Tender Value : ₹ 7.20 Lakhs

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32
Thermal Power Station - Haryana

9358528 construction of 4 nos room for bore well 1 no. toilet along with pit and cement concrete flooring for porta cabin...

Due Date : March 31, 2016

Tender Value : ₹ Ref. Documents

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34
Thermal Power Station - Haryana

9232740 tender for construction of 3 nos room for bore well 1 no toilet along with pit and cement concrete flooring for porta cabin at village mothuka and arua ballabhgarh....

Due Date : March 08, 2016

Tender Value : ₹ Ref. Documents

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36
Thermal Power Station - Haryana

8934979 tender for construction of 3 nos room for borewell 1 no toilet along with pit and cement concrete flooring for porta cabin at village mothuka and arua ballabhgarh faridabad....

Due Date : February 05, 2016

Tender Value : ₹ Ref. Documents

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43
Maharshi Dayanand Saraswati University - Haryana

7746038 tender for extension of boundary wall and providing & fixing of iron gate in the boundary and cement concrete flooring in extended portion of boundary wall of type ia/50 nos (gf) & type iri2 nos. houses....

Due Date : June 15, 2015

Tender Value : ₹ 14.10 Lakhs

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46
Public Works Department - Haryana

3406285 special repair for providing cement concrete flooring in open court yard of block a,b,c & d and in front ofresidential houses mahila ashram at karnal...

Due Date : June 18, 2012

Tender Value : ₹ 11.06 Lakhs

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