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State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

State Government

TRN :49057642 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-iii in fy-2025-26. - 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.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

State Government

TRN :49057749 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-i in fy-2025-26. - 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.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

State Government

TRN :49058066 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-ii in fy-2025-26. - 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.) as per dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

corporations/Associations/Others

TRN :49061687 | 29 May, 2025

Tender Value : 0

Sonbhadra - Uttar Pradesh

Tender for tender for annual maintenance of ash dyke of obra thermal power station. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil 2 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock 3 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 filling of empty jute/plastic bag in full with full stitching with nylon thread and stacking in crate from any where inside/outside ash pond including cost of all labour, material, t&p etc. 5 filling with 50kg. earth 6 filling with 50kg. ash 7 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 8 surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. all kinds of soil. 9 providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12(d=100 mm with tolerance of ±2%), zinic+10% al alloy+pvc coated, mesh wire diameter 2.7/3.7mm (id/od), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(id/od), supplied @3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of engineerin-charge. 10 random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :cement mortar 1:6 (1 cement : 6 coarse sand) 11 dry stone pitching 22.5cm thick including supply of stones and preparing surface complete work 12 dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 13 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 15 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) 16 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars of grade fe-500d or more. 17 supplying and stacking at site 63 mm to 45 mm size stone aggregate 18 supplying and stacking at site moorum etc. 19 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 20 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 21 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 22 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 23 engagement ofunskilledlabourfor executed the unforeseen works . 24 providing hydraulic excavator with 1 cum bucketfor different type of job related to chakari ash dyke and required another workas per direction of engineer-in-charge including hire charge of hydraulic excavator with operator,fuel, lubricant etc for proper completion of work.

Local Bodies

TRN :49063952 | 14 May, 2025

Tender Value : 0

Rajura - Maharashtra

Tender for quote the rates of various items of civil works for financial year 2025-26 for doing repairing works in various areas of rajura municipal council-2 excavation in soil, s.m.etc by manual means 3 excavation in soil, s.m.etc by mechanicalmeans 4 excavation in hard murum by manual means 5 excavation in hard murum by mechanical means 6 excavation in soft rock etc mechanical 7 excavation in soil for roadway 8 excavation in hard rock by chiselling 9 dismantling brick masonry 10 dismantling stone masonry 11 removing reach mix cement concrete 12 filling in plinth with approved excavated material 13 supply of murrum 14 spreading ofmurrum 15 rubble stone soling 16 construction of gsb g1 17 disposal of material upto 3.00 km lead 18 p.c.c.m-10 for foundation & bedding. 19 p.c.c.m-15 for bed block,foundation blocks 20 p.c.c.m-15 for coping 21 p.c.c. m-20 bed blocks,foundation blocks 22 r.c.c..m-20 for footing 23 r.c.c.m-20 for column 24 r.c.c.m-20 for beams & lintels 25 r.c.c.m-20 for slab & landings 26 r.c.c.m-20 for r.c.c. chajja 27 r.c.c..m-20 for r.c.c.pardi 28 r.c.c.m-20 for r.c.c. coping 29 tmt-fe-500bar reinforcement 30 p.c.c. m -30 with tremix treatment for 200 mm thickness for concrete road 31 structrual steel 32 p.c.c. m-20 for cuttoff wall 33 r.c.c..m-20 cd work/retaining wall 34 r.c.c.m-20 for approach slab /rigid pavement 35 brick masonary in foundation &plinth 36 bbm in super structure 37 half brick th. masonary 38 p/l water proof treatment with b.b. coba 39 internal plaster 6mm thk in cm 1:3 single coat 40 internal plastersingle coat 20mm thk in cm 1:4 41 neeru finish in all position 42 fine cement finish to plastered surface 43 sand faced plaster externally 44 rough shahabad stone flooring 25 to 30 mm thick 45 rough shahabad stone flooring 40 to 45 mm thick 46 polished shahabad stone flooring 47 kotah stone flooring 25 to 30 mm thick 48 ceramic tile flooring 30 cmx30cmx8mm 49 ceramic tile dado 30c.m.x30c.m.x5m.m 50 p/f granite stone for treads and risers 51 vetrified matt finish tiles for flooring 52 vetrified matt finish tiles for skirting 53 p/f chequered tiles 54 p/f black kadappastone shelves 25 mm thick 55 partition of polished black kadappa stone( both side polished ) 56 partition of polished black kadappa stone ( one side polished ) 57 60mm thick gray pavers heavy duty 58 providing and fixing heavy duty inter locking concrete grey paving blocks of 80 mm thickness 59 60mm thick coloured paver block heavy duty 60 80mm thick coloured paver block heavy duty 61 providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 millimeter thickness 62 providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 mm thickness 63 two coats of flat oil to structrual steel work and iron work 64 two coats of flat oil paint to plastered surface 65 p/a water proof cement paint two coats 66 providing and applying pearl/luster paint 67 providing and applying two coats of exterior weather shield paint 68 white wash in two coats 69 powder distemper in two coats 70 oil bound distemper in two coats 71 p/f plain zink sheeting 0.80 mm thick over ridge to g.i. sheet 72 p/f corrugated g.i. sheet for roofing 0.63 mm thick 73 door frame with non teak wood 74 m40 grade thickconcrete frame door 75 teak wood panaelled door shutter 76 solid core fiush door 32 mm thick 77 p/f factory made panelled door shutter 78 both side prelaminated solid panel pvc doorshutter 79 p/fsteel window 80 rolling shutter without mechanical gear 81 alluminium sliding window with two track with powder coating 82 mild steel grillwork for windows 20 kg/sqm 83 mild steel grillwork for windows 15 kg/sqm 84 p/l15mmdia g.i. pipe medium grade in trench 85 p/l 40mmdia g.i. pipe medium grade in trench 86 p/l 50 mm dia g.i. pipe medium grade in trench 87 p/f 20mm dia. screw down bib/ stop tap 88 p/f 15mm dia. screw down wheeled stop tap 89 p/f 40mm dia. screw down wheeled stop tap 90 p/f 50mm dia. wheeled stop tap 91 p/f 45 cm wide steel ladder of 40 mmx 6mm mild steel flat 92 hand wash basin 45cmx30cm size white glazed 93 p/f 8cm ci nahani trap 94 p/f 10cm pvc nahani trap 95 p/l p.v.c. pipe 75mm dia.in trench 96 p/l p.v.c. pipe 110mm dia.in trench 97 p/f w.c.pan orissa type 575mm 98 p/f p.v.c. pipe 75mm dia. soil/vent/waste 99 p/f p.v.c. pipe 100mm soil/vent/waste 100 i.s.n.p. 300mm dia. cement concrete pipe 101 p/c 60cm x 45cm x90cm brick masonary chamber with r.c.c. cover 102 p/c 90cmx 45cmx 90cm brick masonary chamber with r.c.c. cover 103 p/f rcc cover of size 60x45cm with frame 104 p/f rcc cover of size 90x45cm with frame 105 providing and laying of cement concrete pipe of np2 class of 450 mm dia. 106 providing and laying of cement concrete pipe of np2 class of 600 mm dia. 107 providing and laying of cement concrete pipe of np2 class of 900 mm dia. 108 .p/f 50 mm dia medium class g.i. pipe gate 109 chainlink fencing 1.60 mtr height 110 p/e 1.5 mt. high 7 rows barbed wire fencing 111 m.s. gate with angle frame 65x65x10 mm 112 dewatering on bhp basis by using water pump5.0 to 9.0 bhp

corporations/Associations/Others

TRN :49064444 | 14 May, 2025

Tender Value : 5.69 Lacs

Dholpur - Rajasthan

Tender for tender for various maintenance works at tr. ind. area, dholpur, amounting to rs. 5.69 lac- 1 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:, cement mortar 1:4 ( 1-cement : 4-sand). 2 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., m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 3 silt clearance of drains, channels and canals with lift 1.5 mtr. and lead up to 50 mtr., silt clearanceof drains,channels and canals with lift 1.5 mtr.andlead up to 50 mtr. 4 clearing and grubbing road land, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201., by mechanical means, in area of non-thorny jungle 5 providing and laying reinforced cement concrete pipe np3 as per design in single row, 300 mm dia 6 earth sand,lime,morum or sludge for 5 km

corporations/Associations/Others

TRN :49064535 | 14 May, 2025

Tender Value : 7.98 Lacs

Dholpur - Rajasthan

Tender for tender for miscellaneous repair and maintenance works at ind. area, gc (ext.), dholpur, amounting to rs. 7.98 lac - 1 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:, cement mortar 1:4 ( 1-cement : 4-sand). 2 supplying and stacking good earth at site of work. note: 1) loading, unloading and carriage to be paid extra as per actual lead. 2) earth measured in stacks will be reduced by 20% foe payment 3 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., m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 4 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :, 20mm thick 5 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 6 silt clearance of drains, channels and canals with lift 1.5 mtr. and lead up to 50 mtr., silt clearanceof drains,channels and canals with lift 1.5 mtr.andlead up to 50 mtr.

Central Government/Public Sector

TRN :49068734 | 28 May, 2025

Tender Value : 40.00 Lacs

Bikaner - Rajasthan

Tender for tender for certain repair to buildings of wsa at af stn nal; 1 demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for allas specified and directed. 2 m&l for cement concrete type d2 (1:4:8) ( 40 mm graded crushed stone aggreagte) as filling and mass concretecomplete all as specified and directed. 3 m&l for laying 100mm thick cement concrete type b-1(1:2:4) ( 20 mm graded crushed stone agg)as in floor and paving surfaces all as specified and directed. 4 demolition of brick workor stone/boulders masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars etc. and rubbish materials remove from site all as specified and directed 5 m&l for brick work with sub class b bricks (old size) straight or curved on plan exc 6m mean radius built in cm (1:6) complete all as specified and directed by engr-in-charge. 6 taking down cement plaster of any description on brick/stone walll incl raking out joints hacking for keyscrubbing down water all as speicifed. 7 m&l for rendering 15 mm thickin cement plaster (1:6) on fair faces of brick/concrete surface, finishing even and smooth w/o using extra cement etc. 8 m&l for rendering 15mm thick in cement mortar (1:4) on brick or concrete wall surface finished even and smooth without using extra cement. 9 m&l for preparing newly plastered wall surfaces and applying two coats of weather proof exterior emulsion over and including one coat of primer complete all as specified and directed by engr-in-charge. 10 m&l for preparation of newly plastered surfaces of wallsand applying two coats of oil bound distemper over and including a coat of primer incl etc. complete all as specified and as directed. 11 m&l for preparation of old decorated surfaces of walls (plastered or un plastered) including cornices, pilaster etc by brooming down with steel wire brushing, scrapping down, smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc including filling the depressions with cement based wall care putty and applying one coat of oil bound distemper complete all as specified and directed. 12 m&l for preparation of old painted surface ofwall surface and applying one coat ofweather proof exterior emulsion in camouflage pattern to match the existing pattern complete all as specified and diricted by engineer-in-chare. 13 rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified . 14 removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and directed by engr-in-charge. 15 forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by engr-in-charge. 16 allas per item no-15 (here-in-before) but 1.5m to 3m height from base completeall as specified and directed by engineer-in-charge. 17 allas per item no-15 (here-in-before) but 3m to 4.5m height from base completeall as specified and directed by engineer-in-charge. 18 allas per item no-15 (here-in-before) but 4.5m and above height from base completeall as specified and directed by engineer-in-charge. 19 dismantling posts or struts in natural ground (wood, steel or r.c.c.) any section, including taking out embedded portion and making good disturbed groundcomplete all as specified and directed by engr -in-charge. 20 excavation in post holes(or similar holes) each in not exc. 0.50 cum getting out returning,filling in an ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and removing surplus soil out of defence land and making good surface all as specified & directed. 21 m&l for pcc(1:3:6) type c2 (40mm graded crushed stone aggregate) filling in post holes, foundation,and other similar work complete all as specified and as directed. 22 s & f hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to fe 410-0 or fe 310-0 23 dismantling fencing wire mesh, any type etc, complete all as specified and as directed. 24 s&f in repair galvanised 2 strand , steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixingto any type of standard railsstraining bolts, including securing ortyping at crossingswith andprovision of galvasnised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured), complete all as specified and as directed. 25 fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire 26 supply only galvanised mild steel chain link fencing, size wire and mesh as approved complete all as specified and directed.note:- the payment for chain link fencing shall be made on the basis of weight of chain link fencing per square metre ascertained by a board of officer convened by ge, by getting minimum 3 samples of each lot . 27 m&l for preparation of new steel surfaces of any description, not otherwise described over 10cm width or girth and applied two coats of synthetic enamel paint over and including a coat of red oxide zinc chrome primer complete all as specified and directed by engr -in-charge. 28 dismantling timber scantlings 40 sq. cm and over in section, in any position in framed section etc., complete all as specified and as directed. 29 dismantling of wrought iron or mild steel work of any description not ohterwise provided for complete all as specified and directed. 30 m&l for ms work in roof trusses (framed), trussed, purlins, crane gantries, rails, posts and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.including special shaped washer etc. complete and including all necessary drilling or cutting holes in brick/ concrete surfaces and making good by pcc and cement plaster, welding work, bolting or reveting/fastening with fastner etc and similar work conforming to fe-290 gde e-165 complete and all as specified 31 s&f ms plain plates, square cut, with riveted, bolted or welded attachment fe-410-w (gde-e-250) quality a as specifed 32 s&f mild steel screw bolts (machine made) with hexabonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc 5cm long, diameter of neck in 5 to 10mm. 33 dismantling asbestos cement (corrugated,semicorrugated, etc.) sheets in roofcoverings including ridges complete all as specified & directed. 34 s & f pre- painted galvalume aluminum zinc coating gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. 35 dismantling plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof covering etc. 36 s & f 1mm thic plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters,(joints should be water tight) drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 etc. 37 supply and laid in repairs 110mm bore pvc (swr) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors etc. 38 s& f in repairs pvc (swr) bends for 110mm bore pipe etc. 39 taking up or down 15 mm dia steel tubing & connections or removal to store etc. 40 s & f 15mm bore of tube medium grade galvanized with and including all fittings & fixed complete to walls & ceiling or laid in floors complete all as specified and directed. 41 dismantling water tanks any type of capacityexc 1000 but n.exc 2000 liters 42 dismantling water tanks any type of capacityexc 250 but not exc 500ltr 43 s&f 1000 liter capacity rotational moulded polyethylene water storage tanks (cylin-drical vertical with closed top) tripple layered white, hoisted and fixed in position with and including 20 mm bore ball valves high pressure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and directed. 44 s&f 500 liter capacity rotational moulded polyethylene water storage tanks (cylin-drical vertical with closed top) tripple layered white, hoisted and fixed in position with and including 20 mm bore ball valves high pressure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and directed. 45 s&f in repair 15mm bib taps quarter turn, cast copper alloy , with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed etc. 46 taking down door shutters of any description exc 2sqm complete all as specified. 47 taking down old wooden doors (single/double shutter ) of exc 4sqm n.exc 6sqm any position with complete accessories including chowkhat or frame all as specified and directed by eic. 48 taking down chowkhats or frames or ventilator not exc. 1.5 sq. m each etc. 49 s & f framed work as in doors, gates and ventilators of angle or other sectionfe-410 w (gde e-250) quality a with gusset plates, ms plain black sheet for door, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. 50 s & f expanded metal, weight not exc 4kg per sqm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members 51 s & f mild steel flat iron as in hold fast 400mm long embeded in pcc block with splitted ends and in braces in diagonal hand made sliding bolts, clamp hooks and similar worklike banks, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; largehasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to fe410-0 or fe 310-0 52 m & l for pcc (1:2:4)type b1 (20mm graded stone aggregate )asin lintels upto 1..5 m clear span, cills, hold fast for door, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directing 53 s&f 35 mm thick 2nd class hardwood, plain, framed, factory made panelled shutters (any number of panels), in with panels of timber flat on both sides (feather edged), of 12 mm bwp commercial ply with commercial veneering on both faces; supplied and fitted to chowkats 54 material and labour for preparation of new wood surfaces of any description not other described over 10cm width or girth and applying twocoats of synthetic enamel paintover and including a coat of pink primer complete all as specified and directed. 55 supply and fixing in repair mild steel butt hinges medium weight, cold rolled, 100mm, isi marked, fixed with stainless steel screws complete all as specified and directed. 56 supply and fixing 150mm aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. 57 supply and fixing 150 mm size extruded aluminium alloy handels fabricated type, anodised fixed with stainless steel screws complete all as specified and directed. 58 supply and fixing 300mm aluminium alloy, anodised sliding door bolt with hasp staple (bolt type) fixing clips of sheet, cast or extruded setions and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed with stainless steel screws complete all as specified and directed. 59 m&l for providing post construction anti termite treatment to soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart along the junction of floor and wall including drilling 12 mm dia holes and plugging with cement sand mortar (1:2) using pigment wherever required, to match the existing floor surfaces complete all as specified and directed.note :-any crack which is developed during execution of att in the floor shall be repaired to match the surface.the cost of this aspect shall deemed to be included in the rates quoted by the contractor 60 m&l for providing post construction anti termite treatment by specified firm along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre i.e. holes @300mm interval including drilling and plugging holes etc in apron/plinth protection and making good the surfaces to match complete all as specified and directed. 61 m&l for providing post construction anti termite treatment by specified firm to voids in masonry using chemical @ one litre per holes at 300 mm intervals by drilling holes at downward angle of 45 degree and replugging them with cement mortar 1:2 to match the existing surface complete all as specified and directed. 62 s&f in repair vitreous china wash down water closet pan pedestal pattern ( type white including pvc seat cover , connection to waste pipe and flushing pipe complete etc. 63 s & f in repair 10 ltr capacity pvc valveless syphonic action type flushing cistern low level white with inlet ball valve and brackets,float and handle, l-bend complete all as specified and directed 64 s&f in repairs vitreous china wash basin, white, flat back, size 580x450mm excluding taps waste, chain and plug and porcelain stopper but including bracket complete all as specified and directed 65 s & fvitreous china urinals, bowl type (back or corner wall type),complete including providing and fixing plugs, bedding urinal against wall in cement mortar1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets,flush pipe, grating and union for discharge pipe.fixed in repairs complete all as specified and directed. 66 s & f urinal spreader of ptmt any colour for fixing with 15 mm dia pipe. (minimum weight 60gms) 67 s & f health faucet (abs body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and abs wall hook including making connections and fixed in position complete in all respect as specified. 68 s & f in repair long body stop valve 15mm bore(quarter turn) fancy type chromium plated screwed down high pressure, with crutch or butterfly handle screwed both ends for iron pipe or for unions. 69 s&f in repairs 15mm bore pvc connection pipe 450mm long with ptmt nuts at both ends etc.

State Government

TRN :49069074 | 15 May, 2025

Tender Value : 3.68 Crore

Madhopur - Rajasthan

Tender for tender for major repair and modernization of existing emrs barnala (raj) - 1 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed : all kinds of soil 2 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 3 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 4 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). 5 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. 6 providing and laying in position specified grade ofcement concrete forall 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 usingcement as per codal provision instead ofm-20 grade design mix. 7 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:nt mortar 1:6 ( 1-cement : 6-sand). 8 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area dpe 12mm dia termitube system with required number of junction boxes are to be installed. the termitube will run all along the perimeter wall both inside and outside. in the middle area the termitube to be installed at an interval of 1.00 mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. after successful testing of termitube, pesticide emulsion of imidacloprid 30.5% ec mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. the plinth area of the area treated will be measured for payment. 9 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : columns, pillars, posts and struts etc. 10 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 11 providing and laying in position specified grade ofcement 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 reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mixproviding m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 12 providing and laying in position specified grade ofcement 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 reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 13 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to is:1786) thermo-mechanically treated bars (conforming of relevent is code) 14 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75cement mortar 1 : 4 (1 cement : 4 coarse sand) 16 carriage of materials:earth,sand ,line morrum,manure or sludge , lead up to 5km 17 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. 18 random rubble dry stone kharanja under floor. 19 p & f 1st quality heavy duty vitrified double charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm x 600mm 20 rough chisel dressed sandstone 35 mm thick flooring of approved shade setover 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : red sand stone (karauli stone) 21 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. slabs bhaislana,abu,kishangarh zebra(black marble) above 3601 cm2 slabs 22 extra for providing edge moulding to 15-18mm thick marble/ granite/kota stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granite/kota stone work full edge moulding 23 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 24 extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 25 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 26 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 27 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 28 providing and fixing pressed steel door frames confirming to is 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with cc 1:2:4(m15 grade) complete as directed by engineer-in-charge :profile c 29 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 35 mm thick commercial veneer both side 30 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid pvc foam sheet mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door profiles to be reinforced with 19x19mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65/100mm size complete as per manufacturers specification and direction of engineer-in-charge. 31 providing and fixing to existing door frames. 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer-in-charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter). 32 providing and fixing of upvc casement openable windows (outward / inward): outer frame made from the extruded upvc windows profile section of size 60w x 60h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, white in finish, duly reinforced with 1.5mm thick gi section. all the four corners shall be mitered cut & thermal welded so as to form window frame. frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. fix mullion made of 60w x 80h mm upvc profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. frame shall have co-extruded with epdm/tpe-e gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.the shutter of outward openable window shall be made of size 60w x 74h mm and shutter of inward openable window shall be made of size 60w x 77h mm extruded 3 box multi-chamber upvc window profile section of white colour having outer wall thickness of 2.25mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick gi section duly mitered cut & thermal welded at all corners and fitted with upvc glazing bead of size 36 x 20mm with inner and outer co-extruded epdm/tpe-e weather seal gasket alongwith 6mm thick isi make plain float glass. all welding joints of frame and shutter shall be cleaned and milled with the cnc mechainism to provide uniform grooved finish on all visible jaints. hardware: window shutter are fixed with frame on 2.5mmthick ss301 grade friction hinge system to keep the window opened at desired angle. friction hinge also enables easy cleaning of glass on both side from the inside of building. 33 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new plastered surface (three or more coats) 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 35 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provisionnew work 36 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 37 french sprit polishing : two or more coats on new work including a coat of wood filler 38 providing and fixing stainless steel railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). grade 304 39 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 40 grading roof for water proofing treatment withwater proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 41 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 42 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 43 providing and fixing in position collapsible steel shutters with vertical m.s. channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of t-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (to be measured and paid as per outer dimension). 44 making grooves as per design in plaster 10mm to 20mm wide. 45 making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 46 providing and laying damp-proof course with cement concrete grade m-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 47 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 48 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layer will be allowed to air cure for 4 hours. (ii) second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 49 providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm 50 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer- in – charge .(glazing and paneling to be paid for separately). for fixed portionpolyester powder coating aluminum( minimum thickness of powder coating 50 micron) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(cost of aluminium snap beading shall be paid in basicitem.) with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 53 providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 54 providing and fixing sun control film, thickness of film 1 mil visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 55 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 56 s&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 57 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor:size 530x410mm. 58 p & f european type white glazed vitreous china 1st quality double syphonic w.c (is :2556 mark) with p or s trap including cutting and making good the wall and floor 59 p & f 15 mm. dia connection pipe of approved quality/make :600 mm dia 60 p & f kitchen & lab. sink of approved make with c.i. brackets duly painted, 40 mm c.p. waste coupling, c.p. brass chain with rubber plug, 40 mm g.i. waste pipe up-to floor level complete including cutting and making good the wall & floor : fire clay glazed kitchen sink (i.s 771-1985marked) size 600 x 450 x 250mm. 61 p & f full-way valve (is:778 mark) or wheel valve of approved make : 62 gun-metal 15mm nominal bore. 63 gun-metal 25mm nominal bore. 64 p & f looking mirrors with p.v.c. frame of approved (atul modi guard saint gobin or equivalent)size 500 x 400 mm 65 p & f towel rail or ring of approved quality/ make: 66 c.p. brass towel rail with brackets 600x 20 mm 67 c.p. brass towel ring revolving type 68 p & f grating of approved quality /makestainless steel sheet size 125 mm diaheavy quality of approved make 69 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work including cutting chases and making good the walls etc.,) 70 15mm dia nominal bore 71 25mm dia nominal bore 72 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge.(external work). 73 15mm dia nominal bore 74 25mm dia nominal bore 75 p & f bib cock (is : 8931 mark), superior quality of approved make: c.p. brass bib cock, 15 mm nominal bore 76 p & f stop cock (is :8931 mark), superior quality & of approved make: c.p. brass 15 mm nominal bore. 77 p&f soap dish or tray of approved quality/ make. c.p. brass heavy and superior quality 78 p&f bath shower of approved quality/ make . c.p. brass of heavy & superior quality 150mm. 79 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass (is:8931 marked)with 60 cm long thread and nut. 80 p & f ball cock (is :1703 mark) with rod & p.v.c. ball complete : brass wt.400 gm,15mm. 81 p & f pvc storage tank (is : 12701marked indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 82 hoisting charges for each floor : 83 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth up to 0.5 m 84 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m,10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. size 450 x 450mm depth upto0.5 m cement cover with frame 85 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m-15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-size 400 x140x150 cm.(for 50 users)with 115 mm thick rcc (m-20) slab with tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect 86 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4,110mm thick base concrete 1:5:10, 37mm thick m-15 grade c.c. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm av. depth 87 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 88 75mm dia 89 110mm dia 90 160mm dia 91 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 92 plain tee 110 mm 93 vent covel 75mm 94 plain floor trap 110mm dia 95 bend 87.5 - 75mm 96 bend 87.5 - 110mm 97 pipe clip- 110mm 98 coupler-110 mm dia 99 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 100 construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in cm 1:6, 80mm thick stone slab, jointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m-15 grade c.c flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: size 300 cm. dia outside & 300 cm. depth . 101 p & f water closet seat covers with brass hinges complete : solid pvc (is 2548 marked) grade-i black for ewc. 102 p & f low level flushing cistern of 10 litres capacity (is : 2556 mark) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball (is: 1703 mark) complete including cutting and making good the wall: pvc withpvcbend and superior internal fittings as per is : 7231 . 103 p & f jet spray for water closet with c.p. copper tube flange of approved make. 104 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall : size 580 mm x 450 mm 105 p & f flush cock/flush valve (is:9758 mark) or wc of approved quality make : c.p. brass push type exposed 25 mm nominal bore. 106 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 107 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 108 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 109 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 110 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 111 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 112 p & f 15 mm. dia connection pipe of approved quality/make : cp brass pipe with cp brass nuts upto length 600mm. 113 providing & fixing premium quality white glazed vitreous china sanitary wares (is:2556 mark) of approved make as per direction of engineer-in-charge including cutting and making good the wall and floor. double syphonic european w.c. with mounted w.v.c. flushing cistern of 10 litre capacity complete with all necessary internal fittings with hydraulic seat cover. 114 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 115 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 116 providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure - a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick nigeria wood grade i 117 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeold plastered surface (two or more coats) 118 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.old work (one or more coats ) 119 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision old work 120 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 121 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 122 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 123 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer-in –charge window openable. 124 providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of ms angle, cc block shall be paid extra) 125 renewing glass panes,with putty and nails wherever necessary float glass panes of thickness 4 mm 126 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 stoneaggregate 40mm nominal size). 127 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 128 earth work in excavation by mechanical means (hydraulic excavator ) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : all kinds of soil

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