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State Government

TRN :49020290 | 20 May, 2025

Tender Value : 24.99 Lacs

Sri Ganganagar - Rajasthan

Tender for tender for interlocking tiles work at non-uit area sri ganganagar

Government Departments

TRN :49021382 | 21 May, 2025

Tender Value : 6.74 Lacs

Agra - Uttar Pradesh

Tender for tender for cc flooring work in kailashi to raju tent and chowk wali gali in zone-3 tajganj cell no. 22, sohalla. - dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.2 for thickness of tiles above 25 mm and up to 40 mm. dsr code no. 15.23 ka 15.23.2 page no. 241 2 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) dsr code no. 6.1.1 page no. 127 3 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) dsr code no. 13.1.1 page no. 217 4 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). dsr code no. 4.1.3 page no. 103 5 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) dsr code no. 4.1.10 page no. 103 6 raising & re-fixing of manhole including all material labor t&p etc. all complete.(ns) 7 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 8 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, reinforcement - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). dsr code no. 5.1.3 page no. 113 9 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. dsr code no. 5.22.6 page no. 118 10 catage of earth/malva up to 90 meters by head load(3 chain only) including loading & unloading etc. all complete. (3-chapter sr..no.234) 11 supply & fixing graniteboard 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 12 sub total (a) 13 add/deduction rs. for estimate figure amount match 14 grand total

State Government

TRN :49023493 | 20 May, 2025

Tender Value : 11.75 Lacs

Jaipur - Rajasthan

Tender for bids for interior work of female toilet main lobby,rmn toilet, tile work, plumbing work etc, fals celling work and wooden panelling lobby & room in rgavp office’.

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 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 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. 36 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) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 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 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 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. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: 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) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 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 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 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:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 61 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 : 200x10 mm 62 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 :

State Government

TRN :49026577 | 20 May, 2025

Tender Value : 24.99 Lacs

Ganganagar - Rajasthan

Tender for interlocking tiles work at various places approved agriculture land area, sri ganganagar

State Government

TRN :49026678 | 20 May, 2025

Tender Value : 24.99 Lacs

Sri Ganganagar - Rajasthan

Tender for interlocking tiles work at non-uit area sri ganganagar

State Government

TRN :49029379 | 26 May, 2025

Tender Value : 1.19 Lacs

Sahpau - Uttar Pradesh

Tender for interlocking tiles work from ram gopal faujis house to vinod kumars house in ward no. 02 of nagar panchayat sahapau

Government Departments

TRN :48857317 | 12 May, 2025

Tender Value : 44.00 Lacs

Jaipur - Rajasthan

Tender for repair work of 24 usq and 36 lsq quarters at pts kherwara district udaipur-- 1 part-a civil,sanitary & electrical 2 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 3 grading roof for water proofing treatment with water proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) 4 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @1.7 kg/sqm. (1.40 kg of vg-40 (30/40 )grade and 0.30 kg/sqm. of vg-10 (80/100) grade) and joints filled withcement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineerin-charge. 5 making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges andmaking and finishing the out let complete 6 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 7 providing and fixing to existing door frames.30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc „c channel of size30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mmthick pvc strip of 20mm width is to be stuck on the interior side of the „c channel using pvc solvent adhesive etc.complete as per direction of engineer-in-charge, manufacture?s specification & drawing.(for w.c.and bathroom door shutter). 8 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :25 mm thick .decorative teak veneer both side 9 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 10 repair of existing steel glazed doors, windows and ventilator, mssheet door, garage doors, compound wall gates etc. by weldingdrilling complete include. cost of welding rods and hire charge ofwelding meachine and tp etc complete 11 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts& screw etc. 12 renewing glass panes, with putty and nails wherever necessary 13 4 mm thick plain glass panes 14 repair of door, window shutters including cost ofmaterial and labour for change of damaged : 15 (c) aldrop of mild steel 16 (i) 12 long x12mm dia 17 (ii) 8 long x 10mm dia 18 (d) stopper of aluminium with 19 (ii) double rubber gutka 20 (g) mild steel tower bolt 6 long 21 (h) steel locking bolt 22 (i) steel handle 6 size 23 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 24 partly fixed and partly openable [ fixed area not to exceed 33%] 25 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mmwith suitable screw at not exceeding 150mm distance. 26 providing and fixing square bars or other flat welded to window ventilatiors etc. 27 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: 28 of area 3 square meter and below 29 dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal ofunserviceable material within 50 mtr lead 30 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal ofunserviceable material within 50 meter lead: 31 for thickness of tiles 10mm to 25 mm 32 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 33 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead. 34 dismantling gi pipes (external work) including excavation and refilling trenches after taking out the pipes and includingstacking of pipes within 50 meter lead: 15mm to 40mm nominal bore. 35 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : 36 kota stone minimum 30mm thick. 37 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 901 to 2000 sq.cm : 38 rajasthan black 39 (4) above 3601 cm 2 slabs 40 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on walls and pillar). 41 add extra over item for marble printed, granite shade tiles 42 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc.laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 43 plaster on new surface on wall in cement sand mortar 1:6including raking of joints etc. complete fine finish: 44 25mm thick 45 20mm thick 46 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 47 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 48 providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 49 m15 grade nominal mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 50 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting of applying :sqm. 275.00(i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layerwill be allowed to air cure for 4 hours.(ii) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. 51 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, usingbrick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 52 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and includingscrapping and priming coat with cement primer. 54 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respectincluding scaffolding and safety provision 55 new work 56 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 57 two or more coats on new work 58 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 59 add extra of square rectangular hollow tubular section areused. 60 repair to damaged rcc slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-sqm 1568.00 (i) choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) applying epoxy primer on the exposed steel bars.(iii) applying epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) cure the plastered surface for 15 days, all work including scaffolding etc. complete in all respect. 61 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. 62 110mm dia 63 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cementrubber ring and lubricant: 64 coupler (socket) 65 110 mm dia 66 bend 87.5 67 110 mm dia 68 pipe clip 69 110 mm dia 70 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: 71 size 580 x 440 mm 72 labour charges for removing w.c. pan (any type) of all sizes with care including all necessary fittings p or s trap. 73 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mmc.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut32 mm complete including cutting & making good the wall : 74 size 550x400mm 75 p & f stop cock (is :8931 mark), superior quality & ofb approved make: 76 (-do-) concealed stop cock 15mm. 77 p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: 78 750 litres capacity. 79 add extra for hoisting charges for each floor and tripple layered water tanks 80 for items 2.26.1 to 2.26.4 81 p & f flush cock / flush valve (is : 9758mark) for wc of approved quality make : 82 brass / gun metal half-turn wt. 1 kg. of approved quality / make, 25mm nominal bore. 83 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 84 15mm dia nominal bore 85 25mm dia nominal bore 86 p & f full-way valve (is:778 mark) or wheel valve ofapproved make : 87 gun-metal 15mm nominal bore. 88 (-do-) 25mm nominal bore 89 p & f gi pipes ( internal works ) with gi fittings excluding union (is:1239 mark) and ms clamps, including cuttingand making good the wall and floors. 90 (a) exposed on wall 91 15mm dia nominal bore 92 b class 93 25mm dia nominal bore 94 b class 95 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 96 20 mm 97 25 mm 98 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make 99 75mm dia 100 110mm dia 101 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make. 102 coupler 103 75mm dia 104 110mm dia 105 bend 87.5 dg. 106 75mm dia 107 110mm dia 108 single tee with door 109 75mm dia 110 110mm dia 111 nahni trap with jali 4” 112 100mm dia 113 pipe clip 114 75mm dia 115 110mm dia 116 p & f bib cock (is : 8931 mark), superior quality ofapproved make: 117 c.p. brass bib cock,15mm nominal bore. 118 p & f sink cocks of superior quality & approved made : 119 c.p. sink cock swinging spout 15mm. 120 p & f square-mouth gully trap `a` grade (is :marked) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m-15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type. 121 trap size 150 x 100mm, 7.2 kg. c.i. cover with frame, internal chamber size 300 x 300mm. 122 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation,20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring ,earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 123 inside size 300 x 300 mm depth upto 0.5 m cement cover with frame. 124 construction of manhole in all type of soil inner size 90 x 60 cm. 450 mm thick masonry in cm 1:6, 10 cm. thick cementconcrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr.lead. 125 depth upto 0.50m

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