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Cement Concreting Work Tenders

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CTN :45622189 Due date: 25 Jun, 202625 Jun, 2026 12.40 Lacs
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 :45622192 Due date: 25 Jun, 202625 Jun, 2026 9.81 Lacs
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

CTN :45622194 Due date: 25 Jun, 202625 Jun, 2026 12.40 Lacs
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 Due date: 25 Jun, 202625 Jun, 2026 12.40 Lacs
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 Due date: 25 Jun, 202625 Jun, 2026 34.59 Lacs
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

CTN :45627779 Due date: 29 Jun, 202629 Jun, 2026 NA
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

State Government

CTN :45367498 Due date: 27 Jun, 202627 Jun, 2026 NA
Tender For corrigendum : providing of custom bid for services - addition & alteration construction of bio-chemistry lab at second floor. - dismantaling and disposal work; (a) first floor roof existing fibre sheet removal and disposal (16x5)feet , (b)second floor(bio chemistry) existing brick wall 9" th. dismantling and disposal , ( c) existing window removal (6x4'-6") , (d) existing floor dismantling and disposal , " 6.4.1 brick work with common burnt clay f.p.s (non modular) bricks of class designetion 7.5 in superstructure above plint level in all shapes and sizes in cement mortar1:6(1cement 6 coarse sand) " , plaster inside 12mm with 1: 6 ratio with fine sand , external plaster 15mm 1 :4 ratio 18mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 ( 1cement :5 coarse sand ) and a top layer 6mm thick plaster , providing and laying reinforcement work , providing and laying rienforce cement concrete in retaining walls including attatched pilasters, colmns,piers,abutments pillars,posts,struts,buttresses,string,or lacing courses,parapets,coping,bed blocks,anchor blocks window sills ,fillllets,sunken floor etc.up to floor five level ,excluding the cost of centering ,shuttering ,reinforcement and finishing (5.2.2) , floor and roof protection work ;(4.20a.2.2) concrete of m15grade with minimum cement content 240kg/cum , 11.49.2 floor tiles; providing and laying full body vitrifiedtile in floor of minimum thickness 15mm with water absorption less than 0.06% and confirming to is:15622,of approved make, brand and manufacturer.laid on 20 mm thick cement mortar 1:4 . including grouting the joints with white cement /matching grout size600x600 , skirting , structural steel work welded in built up sections /framed work including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel .(250x125) , "red stone for slab providing sand stone slab for roofing and laying them in cement mortar1:4 ( 1 cement : 4 coarse sand ) over wooden karris or rcc battens or structural steel section (karries or battens or or structural steel. " , providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: , counter slab stone work , 8.2.2 . providing and fixing 18mm thick gang saw cut mirror polished, premoulded and prepolished,machine cut for kitchen platforms ,vanity counters,window sills ,facias and similar locations of required size approved shade ,colour and texture laid over20 mmthick base cement mortar, joint treated with white cement mixed matching pigment,including rubbing curing ,moulding and polishing of edges excluding hosting and transportation , counterslab stone skirting , providing edge moulding to 18 mm thick marble/granite stone counter,vanities etc. , p\ fteak wood frame ,providing wood work in frames of doors windows and other frames wrought framed and fixed in position with hold fast lugs or with dash fasterners of requireddia and length( hold fastlugs or dash fastenershall be paid for separetely. , p\f flush door , providing and fixing is markedflush door shutters confirming to is ;22029 part 1) non decorative type core of construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (9.21.1) 35 mm thick including isi markedsteel but hinges with necessary screws , fixing of aluminium window with all necessary at site available at site , providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. , distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : , finishing walls with acrylic sm

CTN :45584909 Due date: 30 Jun, 202630 Jun, 2026 45.00 Lacs
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, interlocking tiles/bricks/blocks for road work, cement interlocking block (m-30 grade), 60 mm thick, cement interlocking block (m-30 grade), 80 mm thick, cement interlocking 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), cement concrete 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

State Government

CTN :45564663 Due date: 25 Jun, 202625 Jun, 2026 50.00 Lacs
Tender For supply of various good and materrials in gram panchayat maksudanpura under all schemes- ghadla/kankar/jhajhra , mortar/mud mixture, , kali kiln lime for lime masonry work, , cement, , ppc, , white cement, , fine aggregate, , sand/gravel, , gravel - local, , rakhi (fly ash), , surkhi, , stone dust (in masonry), , ballast stone/brick (for other than road work), , 40mm measuring stone (hand-broken grit) (voids carte 1/11), , 40mm grit stone (crushed) (cut voids 1/11), , 20mm grit stone (crushed), , 12/10/6mm grit stone (crushed), , brick mortar, , material for road work (including 5 km lead), , 63-40 mm crusher broken stone crushed (cut voids 1/11), , 63-40 mm hand-broken stone aggregate (voids cart 1/11), , 90-45 mm hand-broken stone aggregate (voids cart 1/11), , quarry rubbish (cut the voids 1/6), , gravel (voids cart 1/6), , conker (voids cart 1/6), , binding material (pi 4-6) (cut voids 1/6"), , brick (22.5 x 11 x 7.50 cm), , first class (ist class), , ii class, , soling / kharanja / masonry stone, , chinnai berdha (rr), , masonry rubble (cr), , kharanja soling (for floor work up to 15cm height), , kharanja soling (23cm height for road kharanja work), , jodhpuri type stone slabs/arches/slabs (length 2-3', width 10-12", thickness 2.5-3.5"), , flaky material (3-4" thick & length and width 1-2"), , sandstone (dpc, sill, coping, lintel, tand, almirha etc.), , up to 25mm thickness, , up to 25-40mm thickness, , up to 40-50mm thickness, , up to 50-75mm thickness, , up to 75-100mm thickness, , up to 100-150mm thickness, , flooring / patti patan katla stone, , floor slabs upto 35mm thick, min, 3 sqft or more area, , katla for patti patan 60-75mm thickness, min, 3 sqft or more area, , unpolished rough kota stone, , up to 900 sq cm, , - 901 to 2300 sq cm, , more than 2300 sq cm, , polished kota stone (one side polished), , up to 900 sq cm, , = 901 to 2300 sq cm, , more than 2300 sq cm, , marble stone (makrana adanga 20mm thick), , up to 900 sq cm, , = 901 to 2300 sq cm, , more than 2300 sq cm, , marble chips, , marble powder, , marble stone (rajnagar || quality/local 20mm thick), , up to 900 sq cm, , - 901 to 2300 sq cm, , more than 2300 sq cm, , stone frame, , single pattern size 100 x 75 mm,, , double patam size 125 x 75 mm,, , stone slabs, , up to 1,5 m length, minimum 40mm thick, , 1.5 m to 2.40 m length, minimum 50mm thick, , 2.4 m to 3.0 m length, minimum 65mm thick, , above 3.0 m length, minimum 75mm thick, , precast tiles/blocks, , glazed size-30x45 cm, , mosaic size-40mm thick, , vitrified size-60x60 cm, , interlock tiles/brick/block for road work, , cement interlocking block m-30grade, 60mm thick, , cement interlocking block m-30grade, 80mm thick, , cement interlocking block m-30grade, 100mm thick, , fr pvc insulated copper conductor single core cable isi marked, , 1.50 sq mm, , 2.50 sq mm, , 0,50 sq mm, , 1,00 sq. m,, , 4.00 sq mm, , 6.00 sq mm, , local wood with fittings (for doors, windows and furniture), , mango, , acacia, , other, , factory made doors (30 mm thick, solid core single pane), , structural steel, , iron (or steel fe 415/500 for reinforcement), , winding wire 18 gauge, , iron guard, , conical iron/squared bar/patti/angle iron, , barbed iron wire (size 12 guage wire and 12 guage strad/12 guage, , wire and 14 guage strad/14 guage, , forged, , iron mesh (24 gauge, 14 mesh), , cement concrete lattice sky patal 40mm thick, , glass, , 3mm thick glass, , color paint, , inamil paint, , distemper (water bound), , for lime-plastering (aras / bud), , primer (for iron/wood), , petroleum products, , diesel hsd, , mobil oil, , bitumen shalitax board (25 mm thick), , plain sheet, , gi sheet 22 gauge (0.80 mm), , gi sheet 24 gauge (0.63 mm), , m.s. sheet 22 gauge (0.80 mm), , m.s. sheet 24 gauge (0.63 mm), , corrugated sheet, , gi sheet 1 mm thick, , gi sheet 22 gauge (0.80 m.m.), , asbestos cement sheet 6mm(2.5/2.75x1m), , other sheets, , pvc sheet 1 mm thick (coloured/plain), , green yellow literoof expo sheet (183x90)

Central Government/Public Sector

CTN :45384656 Due date: 20 Jun, 202620 Jun, 2026 31.96 Lacs
Tender For corrigendum : provision of additional transformer alongwith associated items at af stn pune under ge (af)lohegaon - s & f steel tubular swaged poles complete with cast iron plate, finial taper plug, bolt, nuts & screws as specified type 410 sp-55 (11 mtr long) including one coat of red oxide primer and two coats of aluminium paint and making 30 cm wide strips (total -05 nos) with yellow and black paint alternately on external surface above column/pcc benching including numbering with black paint and painting with bitumenous paint internally and externally for portion embedded complete all as specified and directed., s & f air break gang operated switch with 12 nos insulators outdoor type, triple pole, mechanically operated, suitable for vertical installation, single break, provided with locking arrangement consisting of ms chanel ht post type insulator copper alloy, high pressure assembly drop out fuses operating rod of 20 mm dia gi pipe (medium grade) for operating from 1.2 m above gl complete including drop out fuses conforming to is-9921 part-i to v (1982 to 1985) of 1972 rated voltage 11 kv and for current rating 200 amp all as specified, material and labour for lightning arresters nominal discharge current peak 65 ka rating, suitable for operation on ht 11000 volts system, comprising of zinc oxide disks, electrodes, fibre re-in forced composite structure, non tracking weather resistant shedded heat shrinked polymeric housing for withstanding from the effects of pollution, rain, heat and with moisture seal , stainless steel bolts and nuts, stainless steel end fitting cups and fixing arrangements complete all as specified and as directed., m&l for cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections i.e m.s. channel or angle sections etc. including new nuts, bolts, washers as reqd dia/length in size, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive one primer coat of red oxide, one under coat and one finishing coat of aluminium paint (1st quality ) as reqd complete as specified., m & l for cement concrete 1:3:6 type c1 (using 20 mm graded aggregate) as lean concrete for coping of pole, stay foundation etc including form work & finishing the surfaces even & smooth with out using extra cement complete all as specified, material and labour for cement concrete 1:2:4, type b-2 (using 40 mm graded stone aggregate) as lean concrete for road finishing even and fair without using extra cement complete all as specified and as directed., supply, laying & testing cable xlpe insulated, screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 95 sq mm., s&f of cable end jointing kit 95 sqmm, 3 core xlpe 11kv ht cable cold shrinkable outdoor type, incl carrying out 5kv megger test after jointing complete all as specified and directed by engr-in-charge., s&f of cable end jointing kit 95 sqmm, 3 core xlpe 11kv ht cable cold shrinkable indoor type, incl carrying out 5kv megger test after jointing ,complete all as specified and directed by engr-in-charge., supply, laying & testing cable xlpe insulated, screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of size 3.5 core 400 sq mm including aluminium lugs, cable glands ,complete all as specified and directed by engr-in-charge., supply, laying & testing industral pvc frls insulated single core flexible cable, electric power cables (heavy duty) with stranded copper conductor, 1100 volts grade, of size single core 185 sq mm, including copper cable lugs, cable glands ,complete all as specified and directed by engr-in-charge., supply and install, testing and commisioning of outdoor transformer as per is : 1180 part-i, level-ii step down, c
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