Get complete information related to latest Calcined Flint Clay Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Calcined Flint Clay Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Calcined Flint Clay Tenders.
Tender For supply of duty of size 20 mm dia , tile cutter blade 4 inch , pointed toe with a wider heel brick trawel of size 5 inches long and 10 inches wide of stainless steel blade , pvc casing capping 32mm wide not less than 2 mm thick , pvc coupler for 32mm casing and capping pipe , pvc tee for 32mm casing and capping pipe , pvc elbow for 32mm casing and capping pipe , pvc corner bend for 32mm casing and capping pipe. , iron cutter blade 10 inch oblique 12 inch oblique 14 inch , mcb db 2 way spn 240 volt conform to is 13032. , mcb db 8 way spn 240 volt conform to is 13032. , mcb 10 a sp 240 volt , mcb 20 a sp 240 volt , mcb 32 a dp 240 volt , exhaust fan 300 mm sweep , transperent made of pvc water level pipe of 8mm of bore and length of pipe is 30mtr , steel alloy steel or carbon steel drop forged brick hammer of wt 450gm to 680 gms , galvanised steel tube mortar pan of semi circular shape of diameter 29 inch thickness , pvc moulded mortar pan of semi circular shape of size 30 inch x 30 inch from top and 16 inch x 16 inch , cotton swing thread for construction should be heavy wt 100 percentage cotton or , stainless steel wire cloth 0.36mm nominal dia of wire and avg width , water proof plywood commercial bwr grade isi marked of size 4 ft x 8 ftx12mm thick , water proof plywood commercial bwr grade isi marked of size 4 ft x 8 ft x 19mm thick , second class hard wood scantling 50mm x 75mm , nails 1 inch 2 inch 3 inch 4 inch , pink primer for wooden surface , synthetic enamel paint high gloss superiour quality any shade white colour , thinner for paint romover pack of 01 ltr bottle , painting brush 75 oblique 100mm standard quality , ordinary portland cement opc 43 grade in 50 kg bags , coarse sand dimapur sand conforming to is 383 -1978 , coarse aggregate crushed stone 20mm graded conforming to is 383-1979 , non skid ceramic dark coloured tiles of size 600mm x 600mm x 9- 10mm thick , white cement , red oxide primer , self tapping screws with ppdm washer 50mm oblique 75mm oblique 100mm long , silicon gell tube of 29.9 ml to 118.0 ml volume based polymer , silicon gell gun consist of frame hold a tube or cartridge a trigger , chequered cement concrete tiles bullnosed 32 x 32 x 20mm thick , vitreous china water closet eurpoean pattern with integrated foot rests and p trap , pvc connection pipe 600mm long with both side neat of , cp cast copper alloy bib cock long body 15mm bore , cp cast copper alloy stop cock 15mm bore , cp cast copper alloy stop cock angle type 15mm bore , health faucet cp brass 1000mm long with peg stay bracket , factory made solid panel pvc door shutter of 30mm thick with style consisiting of frame made out of ms tube , flush door shutter of 30mm thick with solid core construction , barbed wire , cpvc pipe 25mm , cpvc tee 25mm , cpvc elbow 25mm , cpvc socket 25mm , cpvc union 25mm , cpvc reducer socket , cpvc gate walve 25mm , tenk nipple 25mm , flot walve 25mm , cpvc femail thread socket 25mm , cpvc elbow 20mm , cpvc mail thread socket 20mm , pvc pipe 75mm 10 ft long , pvc elbow 75mm , pvc socket 75mm , adhesiv solvent , cpvc tenk nipple 20mm , sink cupling 32mm , west pipe for sink , gi gate walve 25mm , gi nipple 6 inch 25mm , gi socket 25mm
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - 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. all kinds of soil. as per dsr no.-2.8.1, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per dsr no.-2.25, 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, 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). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved
Tender For corrigendum : provision of pol stores for microlight base elect section tool crib addn altn of roof sheet provn of view cutters and other allied work at certain location of af station under ge af bamrauli - surface dressing n exc 15 cm deep in soft/loose soil, complete all as specified and directed., excavation in trenches for n.exc 1.50m wide not exceeding 10 sqm on plan and n.exc 1.5m in depth in soft/ loose soil and getting out, complete all as specified and directed., excavating over areas hard & dense soil, n. exc 1.5 m deep and getting out, complete all as specified and directed., m&l for pcc 1:4:8 type d2 graded stone aggregate cement concrete in flooring, foundation, filling and mass, complete all as specified and directed., returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed., removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m. complete all as specified and directed., m&l for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed., m& l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc., basement slabs, complete all as specified and directed., m&l for rcc (20mm grade aggregate type b1 (1:2:4) nominal mix columns, pillars, piers, posts and struts, complete all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate to chajjas, complete all as specified and directed., m&l for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, complete all as specified and directed., m&l for formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed., m&l for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), complete all as specified and directed., m&l for formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed., m&l for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of rcc/pcc bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide, complete all as specified and directed., s&f for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, includingcranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed., s&f for mild steel tmt or twisted bars 6 to 8 mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as in stirrups etc. complete all as specified and directed., m& l for pcc 75mm thick type c-1 ,1:3:6 using 20mm graded stone aggregate as in plinth protection, complete all as specified and directed., m&l for brick work with sub class b bricks, straight
Tender For imp/ dev of lane from p18to p258(b3 mcd school) and drain in front of b3 mcd school in p block by providing rmc, dry brick aggregate etc in ward no. 94/wz raghubir nagar.
Tender For imp/ dev of lane from h.no 290to maharani park, 291 to 308,327 to 344,363 to 386,410 to 431,444 to 459,491 to 508,86to101,52to68 and drain from290 to 273,414 to maharani parking b2 block by providing rmc, dry brick aggregate etc in ward no. 94/wz raghubi
Tender For supplying materials for construction of kitchen sheed in governemt school av/58148 at sangankallu village - kka-stone aggregate(single size) 20 mm nominal size, kka-rcc cap 1000 mm dia, 100 mm thick, kka-broken stone aggregate 20 mm size, kka-broken stone aggregate 12 mm to 10 mm size, kka-coarse sand (zone iii), kka-portland cement, kka-plasticizer / super plasticizer, kka-mixer (concrete) - 1 cum capacity, kka-hom of vibrator 0.71 days, kka-add watering charges at 1 percent on material, kka-cost of 6.5mm m.s. coil, kka-fabrication charges., kkab-polyenthylene water storage tank of specified capacity l, kka-labour charges for lifting and placing in position and making connection at 7percent on material, kka-handling loading and unloading 3percent on material, kka-white vitreous china clay flat back wash basin size 630x450mm, kka-copper plated brass piller tap 15mm, kka-cp brass chain with plug, kka-cp brass waste 32 mm of standard pattern, kka-brass stop cock, kka-c.i. / m.s. brackets for flushing cistern, kka-lead or pvc connection pipe 32mm dia (for wash basin), kka-licenced plumber with tools, kka-vitrified tiles 600x600 mm, kka-mixer (concrete small used in culvert), kka-mason class i (with tools), kka-ceramic tiles 30 x 30 cms, kka-lime, kka-enamel metal paint, kka-painter class i, kka-liquid wood filler, kka-water proofing cement paint, kka-primer, kka-dry distemper, kka-whitening, kka-powder coated 60-70 micron, kka-nylon rollers, kka-rubber beading for shutters beading, kka-pvc beading, kka-alluminium tower bolt - 20 cm, kka-alluminium handles - 15 mm, kka-cleat angles, kka-chrominum plated screws, kka-5.50 mm thick plain glass, kka-fabricator, kka-m.s rods, kka-ms flat, kka-fitter class i, kka-welder grade i, kka-mathi/nandi wood scantling, kka-mathi/nandi wood planks for panels 25 mm thick, kka-cudddapah slab 4 cm thick/shahabad/thandur blue, kka-mason class ii (with tools), kka-brick, kka-casurina poles 100 - 150 mm, kka-tmt bars fe 500, kka-binding wire, kka-jungle wood runners and planks, kka-silver oak or equivalent planks 38 mm thick, kka-casurina poles 75 - 100 mm dia, kka-size stone 20 x 20 x 25 cms, kka-bond stone 20 x 20 x 45 cm, kka-boulders, kka-stone chistler class ii, kka-rubble stones, kka-broken stone aggregate 40 mm size
Tender For supply of 200 mm thick granular sub base as per specification , 100mm thick heavy duty ruggedised glossy finish interlocking tiles m50 grade as per specification , kerb stone m 35 grade of size 450x200x125mm using 20mm graded stone aggregate as per specification , 43 grade opc cement 50 kg bags as per specification , sand as per specification , coarse aggregate 40mm as per specification , synthetic enamel paint as per specification , primer as per specification , transparent pipe 5 mm dia bore for water leveling superior quality , plaster trowel with wooden handle isi marked , fish line superior quality , plumb bob iron superior quality , galvanised iron pan mortar tasla as per specification , rammer earth with handle of weight 5 kg as per specification , picks axes with chisel and point ends as per specification , showel square nose 14 gauge of blade size 330 x 245 mm high carbon steel , multipurpose non slip rubber reusable gloves , brick trowel steel 305 mm , gum boot superior quality isi marked , plaster rod 1 point 2 m long , water bucket steel 13 inch dia , crow bar 5 point 1 kgs , measuring tape 5 mtr , measuring tape 15 mtr
Tender For corrigendum : supply of digital radiography system type c (qty:10) - digital radiography system 50kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2: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, 15.12.1: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, 15.23.1: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, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4: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, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the