Latest joinery flooring repair Tenders | Government joinery flooring repair Tenders

CTN :45701295

30 Jun, 2026 NA

Delhi - Delhi

Tender For quotations (niq) for repair/replacement of red sand stone flooring at pms-i.

Corporations/Associations/Others

CTN :45662707

02 Jul, 2026 4.05 Lacs

Multi City - Karnataka

Tender For supply and maintenance of necessary materials for 7 pure drinking water units in bilagi town - item description: painting steel work with deluxe multi surface paint to give an even shade. two coat applied @ 0.90l/10 m² over an under coat of primer applied @ 0.80 l/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of engineer-in-charge.. (pwd sr v-2, 2023-24, item no-8.33.3, page no-46), item description: providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of engineer-in-charge..:(pwd sr 2023-24 / volumme ii / i.no-8.3.2 /p.no-41), item description: 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. 80x1.25 mm m.s. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the engineer-in-charge.(csr 2023-24 v-2 itm no.11.6.1 pg 78), item description: dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of engineer-in-charge. for thickness of tiles 10 mm to 25 mm (pwd sr 2023-24 / volumme ii /i.no-19.22.1 /p.no-189), item description: providing and laying cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 ce ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per engineer incharge (pwd sr 2023-24 / volumme ii / i.no-9.4 /p.no-59), item description: flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.(pwd sr 2023-24 / volumme ii / i.no- 9.35 /p.no-64), item description: providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered upvc (matching to ral-9016) sections and with minimum tio2 (titanium dioxide) at 6phr with tpe(thermo plastic elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with galvanized iron profile through-out the window frame. the outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and sash with overall size of 39mm x 75mm with gi reinforcement of 2mm and mesh sash of size 37mm x 58mm. coextruded glazing bead for fixing of glass shall be of size 20mm x 24 mm. windows shall be provided with 6mm plain float glass, standard hardware& multi point locking system with touch lock. wall thickness of frame & sash shall be of 2mm-2.5mm. maximum possible size 2419mm x 2200mm (the cost is inclusive of all fixtures and separate charges for minor t&p s shall not be made) (pwd sr 2023-24/volumme ii/i.no-12.90 /p.no-110), item description: providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel prime

State Government

CTN :45661343

03 Jul, 2026 75.37 Lacs

Ambala - Haryana

Tender For providing and fixing of pool equipment accessories in swimming pool at sport complex sector-10, ambala city. “providing and fixing of pool racing lane and pool standard podium and other equipment accessories etc. complete in all respect and all other works contingent thereto.” (including three-year defect liability /mtc. free of cost. ) - [1.pm057] pm057. hire charges for jcb with bucket capacity more than 0.75 cum with fuel and driver [rate], [10.2]supplying and filling in plinth with sand (conforming to zone-iv, is 1542) under floors, including watering, ramming, consolidating and dressing complete. [through rate], [10.50.1]providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the engineer-in-charge. 1. polished granite stone slab jet black, cherry red, elite brown, cat eye or equivalent. [through rate], [11.13.2]cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 2. 20 mm cement plaster [through rate], [11.52]cement rendering on plaster 1 mm thick [through rate], [12.134.4]providing and fixing factory made upvc white colour sliding glazed window up to 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape and size according to upvc profile), appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame and sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware`s and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing and direction of engineer-in-charge. (single / double glass panes, wire mesh and silicon sealant shall be paid separately). variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 4. three track three panels sliding window with fly proof s.s wire mesh (two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (area of window above 1.75 sqm). [through rate], [12.171]providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and bottom pivot and double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer-in-charge (door handle, lock and stopper etc.to be paid separately). [through rate], [12.177.1]providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (cost of aluminium snap beading shall be paid in basic item): 1. with toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) [through rate], [13.41]providing and fixing stainl

corporations/Associations/Others

CTN :45625891

04 Jul, 2026 NA

Kheda - Gujarat

Tender For annual rate contract for construction work with materials and labour for mahudha nagarpalika area. - box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 m., excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to 50 meter lead (a) for loose or soft soil, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20 cm thickness including watering, ramming and consolidating etc. complete., providing and laying cement concrete 1:3:6 (1 cement : 3-coarse sand :6- hand broken stone aggregate 40 mm. nominal size) and curing complete excluding cost of form work in :(a) foundation and plinth, providing and laying compacted w.b.m. 100 mm. thick of grading-i b.t. metal of size 45 mm to 90 mm in two layers including using 22 percentage stone screening 13.2 mm size and percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying compacted w.b.m. 150 mm. thick of grading-ii b.t. metal of size 45 mm to 63 mm in two layers including using 13 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing laying controlled cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rcc lintels, providing laying controlled cement concrete m-250 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rcc slabs & landings, providing and casting in situ ordinary cement concrete m-200 forkerbs/kerb blocks including formwork, curing and finishing complete. (upto 10 ton), providing and casting in situ controlled cement concrete m-200 for average 100 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete (upto 10 ton), providing tmt bar fe 500/500d reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level (upto 10 ton), white stone bela masonry block in course in foundation, plinth & super structure with stone of approved quality in cement mortar 1:5 (1cement : 5 course sand) including racking the joints etc. complete., white stone bela masonry work in partition walls up to 15 cm thickness in cement mortar 1 : 4 course sand), providing 15 mm thick cement plaster in single coat on fair side brick/concrete walls for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry. (ii) cement mortar 1:4 ( 1 cement : 4 sand), providing 10 mm thick cement plaster in single coat on ceiling and soffit of stair for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry for plastering on ceiling and soffits of stairs up to floor two level instead of plastering on walls. (ii) cement mortar 1:4 ( 1 cement : 4 sand), 20 mm thick sand faced cement plaster on walls upto height 10 meters above ground level consisting of 12 mm thick backing coat of c.m. 1:3 (1:cement - 3:sand) and 8 mm thick finishing coat of c.m. 1:1 (1:cement - 1:sand) etc. complete, providing and laying white glazed tiles of 6 mm thick in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1:cement - 3-coarse sand) finished with flush pointing in white cement., providing and laying white glazed tiles of 6 mm thick in skirting of

CTN :45628605

10 Jul, 2026 NA

Jammu - Jammu And Kashmir

Tender For supply and installation of vehicle shed - column 150mm nominal bore , truss for span 6987mm , purlins , ppgi sheet 14ft long , pre-painted galvanized steel sheet , sd screw with epdm washer , 12mm dia tmt bar , 8mm dia tmt bar , ms binding wire 0.9mm dia annealed , 12mm th shuttering plywood size 8ftx4ft , nails 1 inch and 2inch mixed , form oil , cement base paint applying as per manufacturing instruction , cement primer , supply of 4x450mm mild steel welding rod each pkt 90 rods , thinner , red oxide , synthetic enamel paint , painting brush 3 inch , lightening conductor , cement of 43 grade opc in sealed bags each weighting 50 kgs , river sand coarse , stone agg graded 10 to 20mm , stone agg graded 40mm , hardcore 40mm to 63mm broken boulder stone , pcc solid bricks of size 230 mm x115mm x75mm of minimum strength of m 15 grade a quality , material for stone sett flooring with granite stone with stone setts of size 200 to 250 mm long 150 to 200 mm wide and 150 mm deep and sides dressed

CTN :45628744

27 Jun, 2026 75.00 Lacs

Delhi - Delhi

Tender For upgradation of mps bungalows at north/south avenue under sub-div.-i of pawd-iii, new delhi, dg. 2026-27. (sh: renovation of servant quarters, crpf rooms, guest room, gfrc jali work, red sand stone flooring, finishing & other miscellaneous works at bungalow no.10 rajaji marg).subwork/packages:civil work

CTN :45622189

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss meghasar - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spir

CTN :45622194

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss kesardesar jatan - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases

CTN :45622197

25 Jun, 2026 12.40 Lacs

Bikaner - Rajasthan

Tender For gsss bijeri - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral

CTN :45622199

25 Jun, 2026 34.59 Lacs

Bikaner - Rajasthan

Tender For civil work in gsss 4 bgm - part-a (building work) based on bsr pwd - 2022, bikaner, 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils, providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix add extra for providing richer mixes respectively at all floor levels providing m-25 grade concrete by using cement as per codal provision instead of m-20 grade design mix., centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc., brick masonry with f.p.s. bricks of class designation 75 in foundation and plinth with bricks cement mortar 1 : 6 (1 cement : 6 coarse sand)add extra over item of brick work with class designation 100 in substitution of class designation 75 :quantity in cum., providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., supply & stacking good soil of earth at site complete including loading unloading & transportation etc and filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.good soil of earth, brick work with mechanised autoclaved flyash lime bricks conforming to is: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor v level in. cement mortar 1 : 6 (1 cement : 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete., providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15 , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircas

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