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List of latest facade-repair Tenders in Indian Tenders. Click on any facade-repair Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for facade-repair Tenders.

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Central Government/Public Sector

TRN :34442737 | 13 May, 2025

Tender Value : 0

Haridwar - Uttaranchal

Tender for external facade repairing and painting works of sac building at iit roorkee

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.

Central Government/Public Sector

TRN :49022728 | 14 May, 2025

Tender Value : 98.65 Lacs

Kannur - Kerala

Tender for construction of retaining wall with random rubble masonry at sugarcane breeding institute research centre, icar, kannur

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work 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 earlierand 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 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 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 earlierand 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 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

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