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

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corporations/Associations/Others

TRN :49019832 | 20 May, 2025

Tender Value : 21.21 Lacs

Baraut - Uttar Pradesh

Tender for tender for ms channel, culvert and road repair work in ward no. 21 to 25 in baraut town. - dismentling of old brick on edge kharnja including stacking of old brick as per site incharge s.i-new item-03 2 brick on edge pavement on patries with brick laid dry joint filled with local sand in comp.position (s.i-763) 3 brick solling of s.o.b brick laid (labour rate only) in comp.position(s.i785) 4 contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at omc,and compactingwith smooth wheel roller to achieve the desired drnsity ,as per mord,specification 401 5 m-150 brick work in (1:3) mortar with cement and c/sand in drain in comp.position (s.i-307) 6 12 mm thick plaster in( mortar with (1:3)cement and c/sand on brick work in comp position (s.i-582a) 7 ccwork in (1:2:4) mortar with 2cm gauge stone grit cement c/sand inincluding all material labour tools etc in comp.position (s.i-281) 8 rcc work in ((1:1.5;3) in drain side ramp with 2.0cm gauge cement c/sand in culvert slab and road side beam in comp.position (s.i-284)a 9 mild steel in rcc work in comp.position s.i. no 504 10 supply and laying of 80mm thick cc rubber mouid tile i-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of o.p cement mixed with 25% marble powder .the compressive strength of concrete paver block shall not be less than 30mpa and 4.5 kg per no.including cost of all material labour t&p etc also including leveling and dressing of surface up to required level and slop filling joints with local sand 11 m.siron work of small size and section in channel in comp.position (d.s.r ) 12 s/fixing of r c c hume pipe np-3( s&s type)dia 350mm in complete./possition s.i. new item 13 laying of 80mm thick interlocking tiles . in labour rate. new item 14 supplyof the following size ofpipe including railway freight insurance charge and cartage up to site etccomplete(make trupati,/parakesh/monik gold or equvelent isi marked ) 15 pvc pipe (o.d) 16 200 mm10kg/cm1 17 160mm10kg/cm1 18 140mm6.0kg/cm1 19 110mm6.0kg/cm1

State Government

TRN :49020265 | 13 May, 2025

Tender Value : 17.34 Lacs

Delhi - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement over existing deteriorated cc pavements and raising of drains in jj cluster a - block, jahangirpuri (pid-16722).- 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 4 desilting of nallah / drain in running flow and under foul condition for depth not exceeding 1.50 metre . including removal of stones , brickbats, garbage, silt mud, polythene , sewage if any etc. and diversion of flow of sludge if required and removing the same away from cluster at the place as directrd by engineer-in-charge. disposed silt to be levelled and neatly dressed. 5 earth work in excavation by mechanicalmeans (hydraulic excavator)/manual means in foundation trenches or drains (not 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 a directed, within a lead of 50 m. all kinds of soil. 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). 7 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 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 8 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.” note : excess/less cement used than specified in this item is payable/ recoverable separately all works upto plinth level : m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 9 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4(1 cement : 4 coarse sand) 10 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 11 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 12 neat cement punning. 13 providing and fixing factory made precast rcc perforated drain covers, having concrete of strength not less than m-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional t.m.t. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with m.s. flats of size 50 mm x 1.6 mm complete, all as per direction of engineerin- charge. 14 providing and fixing non a.c. multipurpose fiber cement board strips in joints of cement concrete pavements. 50mm+- 5mm wide and 6mm thick having normal length not less than 90cm. 15 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 coarse sand (zone-iii): 10 graded stone aggregate 40mm nominal) manufactured sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size). 16 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. all work upto plinth level. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including manufacture sand derived from recycled concrete aggregate (rca) upto 25% 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (rca) upto 25% 17 providing and laying dry brick aggregate 40mm nominal size in foundation and plinth or under floors at all level including spreading and ramming in layers as directed by engineer-in-charge 18 suply of earth and banking the same in layer not exceeding 20 cm indepth braking clods watering rollieach layr with 182 tonne roller of wooden or steel rammer including dressing up in embankment for rods, foloods banks, guide banks or filling of ground depressions with all lead and lift etc. complete. 19 add for cost index @35.22 %as per order by gnctd. except item no.15 and 16 (i.e. on 3987.30+6608.75 = rs.10596.05) 20 deduct 9.50% as per gnctd

State Government

TRN :49020344 | 15 May, 2025

Tender Value : 2.55 Crore

Shahbad - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement and drains in deteriorated lanes at jj cluster adjacent to a-block, shahbad daulatpur (in situ upgradation scheme) (pid-16309).- 1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone -iii) including manufactored sand derived from recycled concrete aggregate (rca) upto 25%: 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(ra) upto 25%. 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) 4 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.”all works upto plinth level :m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 5 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 :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 6 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 7 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 8 brick work with common burnt clay f.p.s. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 9 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 10 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 11 neat cement punning. 12 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in- charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 13 demolishing r.c.c. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of engineer - in- charge. 14 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 15 providing and placing in position 100mm thick factory made machine batched & machine mixed precast rcc rectangular covers on drains of footpath of various sizes,of m-25 grade cement concrete for rcc work, including cost of centering, shuttering, reinforcement of 8mm dia tmt bars of fe500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide ms sheet duly painted over priming coat , reinforcement to be welded at edges with ms sheet and providing 2 nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of engineer-in-charge. 16 providing and fixing in position pre-cast r.c.c. manhole cover and frame of required shape and approved quality 19.19.1 l d- 2.5 circular shape 560 mm internal diameter 17 providing and laying dry brick aggregate 40mm nomial size in foundation and plinth or under floors at all level including spreading ramming in layers as directed by engineer-in-charge. 18 supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods watering, rolling each layer with 1/2 tonne rolller or wooden or steel rammer and dressing up in embankment for roads, flood banks and filling of ground depression with all leads lifts etc. complete 19 supply of malba/building rubbish and banking the same in layers not exceeding 20cm in depth including breaking clodes, watering, rolling each deposited layers with half tonne roller or wooden or steel rammer and dressing up in embankement for roads, flood banks, guide banks or filling of ground dpression with all leads lifts complete. 20 p/f non asbests multipurpose fibre cement board strip in joints of cement concrete pavement, 50mm+-5mm vide and 6mm thick having normal length not less than 90cm. 21 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 manufactored sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size recycled aggregate(ra)). 22 add for cost index @31.27 %as per order by gnctd (except item no. 3 & 5) 23 deduct 9.50% as per gnctd

Local Bodies

TRN :49020691 | 01 Jan, 0001

Tender Value : 0

Mandi - Himachal Pradesh

Tender for tender for supply of 1. sand / gravel quarry- per cubic meter, 2. sand / gravel crusher 10, 20,40 mm per cubic meter 3. stone cut stone- per stone 4. stone cut stone (galma) per stone, stone per cubic meter 6. boulder stone per cubic meter, 7. jcb machine (cutting and dressing)- per hour 8. shuttering, wood & steel (building construction / drain & dung) per square foot 9. cement transportation with load / unload- per bag 10. rcc pipe (all sizes)- per foot 11. cement mixer (with operator) per bag 12. citizen information board painting / wall writing- per square foot 13. sign board writing per board for various development work

State Government

TRN :49020812 | 15 May, 2025

Tender Value : 60.84 Lacs

Jaipur - Rajasthan

Tender for tender for construction of rcc drain from aliyavas to udaipura in zone-14 jda jaipur

Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 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. 11 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge. 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

corporations/Associations/Others

TRN :49021210 | 21 May, 2025

Tender Value : 10.58 Lacs

Panki - Uttar Pradesh

Tender for tender for work of maintenance & renovation of drains of officer colony at ptep panki kanpur - earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-incharge.all kinds of soil 2 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:6 (1 cement : 6 coarse sand) 4 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 5 centering and shuttering including strutting, propping etc. and removal of form forsuspended floors, roofs, landings, balconies and access platform 6 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars 7 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand) 8 neat cement punning 9 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Government Departments

TRN :49021216 | 14 May, 2025

Tender Value : 29.76 Lacs

Mirzapur - Uttar Pradesh

Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 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, for all lift, 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 si.no. 2.8.1 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)above plinth lvl as si no-5.2.2 10 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). above plinth lvl as si no-5.3 12 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3

Local Bodies

TRN :49021604 | 16 May, 2025

Tender Value : 8.11 Lacs

Hathras - Uttar Pradesh

Tender for tender for drain construction work in village nagla kehria - earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal for stumps and other deleterious material and disposal up to a lead of 50mm dressing of side and bottom and back filling in the trenches and excavated suitable material. 2 providing concrete for plain concrete in open foundations complete as per drawing and technial specifications clause 802,803,1202 &1203 (norminal mis (1:3:6)) 3 plane/rainforce cement concrete in substructure complete as per drawings and technical specifications clauses 802,804,805,807,1202 &1204 rcc grade m25 (substructure) 4 supply ,fitting and placing tmt bar reinforcement (fe415)in substructure complete as per drawings and technical specification clauses 1002,1005,1010 & 1202. 5 supply and fixing of information board

State Government

TRN :49022859 | 12 May, 2025

Tender Value : 1.44 Crore

Lucknow - Uttar Pradesh

Tender for tender for proper drainage vidhan sabha premises, construction of drains and installing cow catchers. - providing and fixing ms cow catcher in respective areaincluding material, cutting, hoisting, fixing in position as directed by engineer in charge or as per technical specifications. 2 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per sor ch-12 si no.-21(10.25.2) 3 construction of rcc drain havingsize 0.60 m x 1.20cmincluding labour , material t&p etc for proper completion of the work. 4 construction of cc drain having internal size 45 cm x 75 cm including labour , material t&p etc for proper completion of the work. 5 construction of 1 x 3.5 m rcc culvert for providing cross drainage faciliy in between vidhan bhawan to raj bhawan 6 scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). as per dsr 16.77 7 providing and laying microsurfacing course comprising of dry fine aggregate / graded stone chipping confirming to type – iii grading (6 to 8 mm) ofmorth -table 500-31, polymer modified cationic microsurfacing grade bitumen emulsionordinary portland cement, chemical additives and water as per morth -514 propotioning and mixing in a slurry seal machine with capacity of minimum 3000 ltrs of emulsion tank, two separate cement bins, water tank of 3000 ltrs and aggregate bin of minimum 10 cum capacity, cleaning, mixing and laying at siteall complete as per the specifications and directions of the engineer – in – charge.as per sor ch-25 si no.-31 8 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge.as per sor ch-25 si no.-36 9 laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineerin-charge. (old cc paver blocks shall be supplied by the department free of cost).as per sor ch-25 si no.-35 10 providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504. as per sor ch-25 si no.-34

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Tender for tender for construction of rcc drain from aliyavas to udaipura in zone-14 jda jaipur

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