Tender For providing, supplying and installation with testing demo of additional laboratory equipment for aggregate, cement and mix-design at quality control sub division, rander, dist. surat.- providing and supplying & installation with testing demo of vicat needle apparatus for testing of initial, final seeting time & consistency of cement test. one complete set. confirm to 18:5513 , providing and supplying & installation with testing demo off vicat mould, , providing and supplying & installation with testing demo of vicat glass plate, , providing and supplying & installation with testing demo of le-chatler mould including two glass plates and lead weight as per is set of six., , providing and supplying & installation with testing demo of le-chater flack, , installation with testing demo of slump test apparatus with tamping rod 16 mm dia x 600 mm long graduated., , providing and supplying & installation with testing demo of humidity chamber refrigerated-inner 8.8-45x45x45 cm-92 liter for temperature and humidity control with over temperature protection audio alarm system, , providing and supplying & installation with testing demo of servo voltage stabilizer -3kva-single phase for humidity chamber., , providing and supplying & installation with testing demo of humidifire with controler digital-confirming ito indian standard codes, , providing and supplying & installation with testing demo of whatman fliter paper-40 for blain air permeability test apparatus for fineness of cement, confirming to indian standard codes., , providing and supplying & installation with testing demo of precision electronic balance-600 gmm 01 gm (10mg)-confimming to indian standard codes., , providing and supplying & installation with testing demo of cement morter cube mould-7.06 cm-for cement confirming to indian standard codes (18 10080, 84031), , providing and supplying & installation with testing demo of 90 micron is sleve, , providing and supplying & installation with testing demo of gauging travel 8 anch. (200 mm)-confirming indian standard codes., , providing and supplying & installation with testing demo of temperature meter concrete, , providing and supplying & installation with testing demo of room temperature meter or thermo hygrometer, , providing and supplying & installation with testing demo of tds meter pen type, , providing and supplying & installation with testing demo of ph meter - pen type, , providing and supplying & installation with testing demo of measuring cylinder -borosilicate glass-100ml, , providing and supplying & installation with testing demo of measuring cylinder -borosilicate glass-250ml, , providing and supplying & installation with testing demo of measuring cylinder -borosilicate glass-500ml, , providing and supplying & installation with testing demo of measuring cylinder -borosilicate glass-1000ml, , providing and supplying & installation with testing demo of standard weight box-8.8.-1 mg-200 gm-class f1 (with nabl calibration), , providing and supplying & installation with testing demo of buoyancy balance with electronic balance 10 kg x 0.1 gm, , providing and supplying & installation with testing demo of 1.) distance piece-50mm height-nos 2.) distance piece-30mm, , height-inos, , machine, , providing and supplying & installation with testing, , demo of electronic platform, , balance-100 kg-, , 10 gm platform size 600 x, , , , providing and supplying & installation with testing demo of g.j. tray 1000x 1000 x 50 mm confirming to indian standard codes., , providing and supplying & installation with testing demo of bnd- ordinary portland cement standard specific area (blaine) one set surface, , providing and supplying & installation with testing demo of wash bottle 1000ml, , providing and supplying & installation with demo of spatula testing, , providing and supplying & installation with testing demo of fil
Tender For supply materials for repairing of ma. ma. talav at mouja salai under jilha varshik yojana (aadivasi) year (2025-26) gp pipriya th ramtek - supply of material grampanchayat pipriya tal ramtek, aggregate 20 mm , 40 mm , 80 mm, sand, murum, cement, paver block, bricks, steel tmt fe 500, binding wire, upvc pipe 110 mm dia., upvc pipe 75 mm dia., fiber glass mesh, acrylic polymer modified water proofing powder, acrylic polymer modified liquid, water proofing cement paint, vibratory roller, water tanker, jcb on rent, poclain on rent, tractor with trolley on rent, concrete mixer, vibratory roller, shuttering ( centering ), display board
Tender For procurement of material for construction of grama panchayath building in halasuru village in tarikere taluk - hire charges concrete mixer(gramapanchayatbuilding01), broken stone aggregate of size 40mm(gramapanchayatbuilding01), broken stone aggregate of size 20mm(gramapanchayatbuilding01), sand(gramapanchayatbuilding01), cement(gramapanchayatbuilding01), water tanker(gramapanchayatbuilding01), skilled labour/ mason(gramapanchayatbuilding01), sizestone(gramapanchayatbuilding01), anti termite chemical(gramapanchayatbuilding01), tmt steel(gramapanchayatbuilding01), centring shuttering for footing(gramapanchayatbuilding01), centring shuttering for column(gramapanchayatbuilding01), centring shuttering for plinth(gramapanchayatbuilding01), centring shuttering for roof(gramapanchayatbuilding01), centring shuttering for chajja(gramapanchayatbuilding01), bricks(gramapanchayatbuilding01), steel (ms grill)(gramapanchayatbuilding01), teak wood(gramapanchayatbuilding01), wood frames(windows)(gramapanchayatbuilding01), wood frames(for door)(gramapanchayatbuilding01), electrification and plumbing(gramapanchayatbuilding01), granite(gramapanchayatbuilding01), nameboard(gramapanchayatbuilding01)
Tender For mp-lads-angamaly bp-mp lads 2024-25 honble mp sr. p.p.suneer ( rajyasabha) construction of open gym and installation of equipment at chakkala pongam area of ward -13, thuravoor grama panchayat (infrastructure & purchasc) ernakulam district-general civil work - platform for open gym, 2.32:clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared., 2.8.1: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.all kinds of soil, 4.1.8:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources), 4.3.1:centering and shuttering including strutting, propping etc. and removal of form work for:foundations, footings, bases for columns, 4.1.3:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-iii)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources), od228316/2023-2024:construction of granular sub-base by providing local material, spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete i) using gravel mix/quarry muck, od223449/2023-2024:providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the stone aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.60mm thick cement concrete paver block of m-35 grade with approved colour, design & pattern. modified spec. 16.91.1, od134330/2025-2026:providing and fixing gi pipe hand rail of approved size by welding and all labour charges etc., 5.23:smooth finishing of the exposed surface of rcc work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand)., 13.52.2:finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.on concrete work, 13.52.1:finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.on steel work, od133367/2025-2026:supplying and fixing white stone bench with back rest,2 seater, od139386/2025-2026:providing and laying of interlocking concrete block pavements using80 mm m 40 interlocking paver blocks made by strong vibratory compaction of approvedsize,design @ shape ,laid in required pattern over and including a compacted bed of 6 mm stoneaggregate of 50 mm average thickness etc all complete as per the direction of engineer incharge., od234555/2023-2024:supplying and fixing in place granite name board of slab area less than 0.9sqm includingengraving and painting letters etc complete as per direction of engineer in charge at sitedar spec
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
Tender For material procurement - material work, stone aggregate(single size): 40+b14:b93 mm nominal size, stone aggregate(single size):20 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), sundries, wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia, twisted steel/deformed bars, stone aggregate(single size): 10 mm nominal size, stone for masonry work, solid blocks of size 30x20x20cm, wall form panel 1250x450xmm, corner angle 45x45x5 mm 2.50 long, column clamp 450x1070 mm, prop 2 m (2-3.5m), structural steel such as tees, angles, channels and r.s. joists, red oxide zinc chromate primer, adjustable telescopic prop 3 m (2.02-3.75m), beam clamp 300-380 mm (450-1070 mm), second class kail wood in planks, second class kail wood in scantling, hollock ballies 125 mm diameter, adjustable span eso+si (2.35-3.40), solid blocks of size 30x20x15cm, mild steel tubes electric resistant or induction butt welded, mild steel round bar 12 mm dia and below, flats up to 10 mm in thickness, bright finished or black enameled mild steel butt hinges 100x58x1.90 mm, factory made glass reinforced plastic door frame 90x45 mm i/c carriage, 30 mm thick factory made glass fiber reinforced plastic panel door shutter i/c carriage, powder coated m.s. butt hinges 100 mm x58 mm x 1.9 mm, bright finished or black enameled mild steel screws 40 mm, bright finished or black enameled mild steel screws 20 mm, float glass sheet of nominal thickness 4 mm (weight not less than 10 kg/sqm), pvc pipe 110 mm outer dia 6kgf/cm2, pvc pipe 15 mm outer dia 10kgf/cm2, pvc pipe 32 mm outer dia. 10kgf/cm2, pvc pipe 40 mm outer dia. 10kgf/cm2, pvc pipe 63 mm outer dia . 6kgf/cm2, pvc vent cowl 63 mm dia, pvc vent cowl 110 mm dia, brass bib-cock-15 mm dia, pvc elbow 63 mm dia, pvc 45 degree elbow 63 mm dia, pvc door elbow 63 mm dia, pvc bend 63 mm dia, pvc tee 63x63x63 mm dia, pvc socket/coupling 63 mm dia, pvc elbow 110 mm dia, pvc 45 degree elbow 110 mm dia, pvc door elbow 110 mm dia, pvc bend 110 mm dia, pvc tee 110x110x110mm dia, pvc socket/coupling 110 mm dia, pvc pipe 25 mm outer dia . 12 kgf/cm2, vitreous china orrisa type w.c. pan size 580 mm, flushing cistern p.v.c. 10 lts capacity (low level) (white) (with fittings, accessories and flush pipe), 100 mm s.c.i. trap with vent heel, black plastic seat (soild) with lid c.p.brass hinges and rubber buffers, vitreous china pedestal type wate closet, vitreous china flat back wash basin 550x400 mm, 15 mm c.p.brass tap, c.p. brass waste 32 mm, c.i. bracket for wash basin and sinks, stainless steel kitchen sink - without drain board 470x420 mm bowl depth 178 mm, semi rigid pvc waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm i/c pvc waste fittings, polyethylene water storage tank with cover and suitable locking arrangemnet, fine sand (zone iv), vitrified floor tile 60x60 cm, ceramic glazed tiles ist quality minimum thickness 5 mm in all colours shades and designs except burgundy, bottle green black, ceramic glazed tiles ist quality 300 x 300 mm in all shades and designs of white, ivory, grey, fume red brown etc., multi surface paint, special primer (c.w), black japan, synthetic enamel paint in black or chocolate shade, mild steel plates, g.i. pipes 40 mm dia, mild steel round bar above 12 mm dia, welding by electric plant, stainless steel (grade - 304) hollow section round/square tubes, stainless steel bolts /square bar and plates
Tender For corrigendum : material supply for mgnrega road work - material supply, quarry waste, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size): 20 mm nominal size, stone aggregate(single size): 10 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm)
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
Tender For civil work in gups 3 km - 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 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.good soil of earth 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., 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), random rubble dry stone kharanja under floor., 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 staircases etc.m20 grade nominal mix / design mix, providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level includin
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