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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete m-200 forkerbs/kerb blocks including formwork, curing and finishing complete. (upto 10 ton), providing and casting in situ controlled cementconcrete 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 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
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
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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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
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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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
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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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 cementconcrete 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
Tender For procurement of materials and repairing of pump house, internal wiring at fatepur-i hdtw( ml no 238) mouza, jl no 35, plot no 634, fatepur-ii hdtw( ml no 3) jl no 35, plot no 78 under fatepur mouza, at old malda block, malda. - procurement of materials, c.i. sluice valve with hand wheel, 151marked,15:14846. ) 150 rnrn dia. (sor wrdd ch)13.00 rates of materials for the program 2021-2022 item no-18a) page- 3), 150 mm dia ms plate flange ( rate approved by se dated 14.05.2020), repairing of pump house, stripping off worn out plaster and raking out joints of walls, celings etc. up to any height and in any floor including removing rubbish and stacking anywhere within the compound as directed., dismantling all types of plain cementconcrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m in ground floor including roof. (a) up to 150 mm. thick, dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) in ground floor including roof, single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand., cementconcrete with graded stone ballast (40 mm size) excluding shuttering in ground floor. (a) pakur variety a) 1:3:6 proportion, hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (a) 25 mmto 30 mm thick wooden shuttering as per decision and direction of engineer-in charge., reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial strightening and removal of loose rust (if necessary), cutting requisite length, hooking and binding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) for works in foundation, basement and upto roof of ground floor /upto 4 m. ( i ) tor steel/mild steel. ii. jsw/jspl/shyam/srmb/ bmasl/elecrosteel/ssl, ordinary cementconcrete (mix 1:1.5:3) with graded stone chips ( 20 mm down ) excluding shuttering and reinforcement. if any,in ground floor. as per is 456-2000. a) pakur variety (rate analysis), plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor)(b) with (1:4) cement mortar. (ii) 15 mm thick plaster, neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc., artificial stone in floor, dado, staircase etc. with cementconcrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 kg/sq.m all complete including all materials and labour. in ground floor. 3 mm thick topping (high polishing grinding on this item is not permited) with ordinary cement. (iii) 25 mm thick, applying interior grade acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive distemper/ acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturers specification and as per direction of the eic. (in ground floor)applying interior grade acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive distemper/ acrylic emulsion paint
Tender For supply of various material and equipment at gram panchyat ps dhawa 2026-27 yearly rate contract - ghadla/kankar/jhajhra, mud mortar, quicklime (from kiln) for lime masonry work, cement, ppc, white cement, fine aggregate, sand/gravel, gravel – local, fly ash, surkhi (brick dust/powder), stone dust (for masonry work), stone/brick aggregate (for works other than road construction), 40mm stone aggregate (hand-broken grit) (deduct 1/11 for voids), 40mm stone aggregate (crusher-broken) (deduct 1/11 for voids), 20mm stone aggregate (crusher-broken), 12/10/6mm stone aggregate (crusher-broken), brick aggregate, materials for road work, 63-40mm hand-broken stone aggregate (deduct 1/11 for voids), 90-45mm hand-broken stone aggregate, quarry rubbish (deduct 1/6 for voids), gravel (deduct 1/6 for voids), kankar (deduct 1/11 for voids), binding material (pi 4-6) (deduct 1/6 for voids), brick (22.5 x 11 x 7.50 cm), first class, second class, soling / stone paving stone, random rubble (rr) masonry, coursed rubble (cr) masonry, stone soling (for flooring work up to 15 cm height), stone soling (for road/paving work, 23 cm height), jodhpur-type stone slab/strip/flagstone pieces (width 10-12", length 2-3', thickness 2.5-3.5"), stone slab/flake (flaky material) (3-4" thickness & length, 1-2" width) for soling, sandstone (dpc, sill, coping, lintel, shelf/tand, almirah, etc.), up to 25 mm thickness, 25-40 mm thickness, 40-50 mm thickness, 50-75 mm thickness, 75-100 mm thickness, 100-150 mm thickness, flagstone for flooring / slab paving, flagstone for flooring (up to 35 mm thick, min. 3 sq. ft. or more area) - jodhpur slab, flagstone for slab paving (60-75 mm thickness, min.) area of 3 sq. ft. or more (jodhpur chap), unpolished rough kota stone, up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, polished kota stone (single-side polished), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble stone (makrana adanga, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble chips, marble powder, marble stone (rajnagar grade ii/local, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, stone door frame, single rebate size 100 x 75 mm, double rebate size 125 x 75 mm stone slabs, up to 1.5 m length, minimum 40 mm thick, 1.5 m to 2.40 m length, minimum 50 mm thick, 2.4 m to 3.0 m length, minimum 65 mm thick, above 3.0 m length, minimum 75 mm thick, precast tiles / blocks, glazed: size 30x45 cm, mosaic: 40 mm thick, vitrified: size 60x60 cm, interlockingtiles/bricks/blocks for road work, cementinterlocking block (m-30 grade), 60 mm thick, cementinterlocking block (m-30 grade), 80 mm thick, cementinterlocking block (m-30 grade), 100 mm thick, local wood with fittings (for doors, windows, and furniture), mango, mirandi/kapoor, babool, others: ghana teak, factory-made doors (30 mm thick, solid core, single leaf), structural steel, iron (tor steel fe 415/500 for reinforcement), binding wire (18 gauge), iron girders, angle iron/square bar/flat strip/angle iron, barbed wire (sizes: 12g wire & 12g strand / 12g wire & 14g strand / 14g), mesh/jali, iron mesh (24 gauge, 14 mesh), cementconcrete jali (40 mm thick), glass, 3 mm thick glass, paints, enamel paint, distemper, lime - for whitewashing (aras / quicklime), primer, petroleum products, diesel (hsd), mobil oil (engine oil), bitumen/shalitex board, plain sheet sheets, gi sheet 22 gauge (0.80 mm), gi sheet 24 gauge (0.63 mm), ms sheet 22 gauge (0.80 mm), ms sheet 24 gauge (0.80 mm), corrugated sheet, gi sheet 1 mm thick, gi sheet 22 gauge (0.80 mm), asbestos cement sheet 6 mm (2.5/2.75 x 1 m), other sheets, pvc sheet 1 mm thick (colored/plain), green-yellow 'lite-roof expo' sheet (183 x 90), pipes, gi 15 mm diameter (b class), gi 20 mm diameter (b class), gi 25 mm diameter (b class), ac 75 mm diameter, ac 100 mm diameter, pvc 90 mm diameter (with ring), pvc 110 mm diameter (with ring), pvc 140 mm diameter (with ring), pvc 110 mm (2.5 kg/sq. cm
Tender For tender for supply of supply of good quality moorum as directed by the site in charge , supply of good quality flooring granite stone of size 1 to 1.5 m length 0.4 to 0.5 m width , 0.1 to 0.15 m thickness as directed by site in charge. , supply of good quality undressed granite stone of size 0.50 to 0.90 m length 0.40 to 0.50 m width , 0.30 to 0.40 m height/thickness as directed by site in charge. , supply of good quality undressed granite stone (veenering wall stone) of size 1.90 to 2.0 m length 0.50 to 0.55 m width , 0.25 to 0.30 m height/thickness as directed by site in charge. , supply of good quality stone boulders 50 to 200 mm as directed by site in charge. , supply of good quality ancient lakhori brick of size 0.25 x 0.15 x 0.035 or 0.04 m as directed by site in charge. , supply of good quality brick jelly 20 mm down size free from impurities , supply of good quality river sand to be dense , clean , and free from dust , clay , silt , organic matter , and other deleterious materials like mica or soft fragments as directed by the site in charge. , supply of good quality un-slaked lime as directed by the site in charge , supply of good quality gallnut as directed by site in charge. , supply of good quality bail fruit as directed by site in charge. , supply of good quality jaggery as directed by site in charge.