Filters

List of sand-course Tenders

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

All-Tenders (17)
|
Today's-Tenders
|
Active-Tenders
|
Closed-Tenders

State Government

TRN :49019483 | 15 May, 2025

Tender Value : 22.50 Lacs

Vikravandi - Tamil Nadu

Tender for tender for providing3 nos of work vikravandi block; 1 construction ofdrama stage at vishwareddipalayam in madhurapakkam panchayat 2 earth work excavation for foundation in all classes of soils and sub soil to full depthexcept in hard rock requiring blasting but inclusive of shoring struttingif required forthe sides of foundation. 3 0-0.30m 4 cement concrete 1:4:8 mix using 40 mm hbg metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. compacting etc., complete complying with standard specifications and as directed. 5 supplying and filling inbasement with gravel in layers not more than 15 cm thick , well ramed and consolidated complying with standard specification 6 supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification 7 supplying and erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. rate for 10m2 for the following items (rcc floor slab, roff slab, rectangular / square, tee/ ell beams, lintels, 8 below 9 supplying and fabricating and placing in position ms steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification. 10 reinforced cement concrete 1: 1.5 : 3 mix using20 mm iss hbg metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor 10 cum. 11 brick work in cm 1:5 mix using country bricks ground moulded of size 23 x 11 x 7 cm for the following including curing etc., complete complying with standard specifications. 12 finishing the top of roof with one course of pressed tiles of size 23 cm x 23 cm x 2 cm laid incement mortor 1 : 3 mix and pointingwith the same mortor mixed with water proof compoundincluding cost conveyance of all materials and labour charges etc complete 13 plastering with cm 1:5, 12mm thick over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. 14 ceiling plastering with cement mortar 1:3 mixto 10 mm thick for r.c.c. items including cost and conveyance of all materials to site and all labour charges etc complete 15 granolithic flooring using 10 - 12mm chips including cost and conveyance of all materials to site and all labour charges etc complete 16 white washing 17 distembering two coats with primer coat and two coat with oil bound distember over cement plastered surface including all charges etc complete 18 painting two coats with approved exterior emulsion over the plastered surface over one coat of cement paint including cost of all materials and labour charges etc complete 19 electrification 20 provision for citizen informationboard 21 provision for photo 22 providingbore well and motor accessories an pumping main line atnear sudukattu padhai in v.pagandaipanchayat 23 bore well 24 charges for conducting geo physical survey 25 drilling of borewells anywhere in tamilnadu including transportation from one place to another with in tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( site will be shown by the twad board officers) including construction of mud pit.0m to 60m depth 26 reaming of 150mm dia borewell to 300mm dia borewell as directed at site 27 labour charges for inserting casing pipe supply& packing of pebbles 28 supply & delivery of 150mm dia pvc plain casing pipe as per is 12818 / 2010 29 supply & delivery of 150mm dia pvc slotted casing pipe as per is 12818 / 2010 30 charges for developing the borewell using air compressor in hours 31 supply, delivery and erection of submersible pumpset of50 lpmx 175 head as per sor twad - page 88 32 supply and delivery of ms kisok 33 supply and delivery of 3 phase panel board d.o.l with two level guard and auto start confirming to is specification for 5 hp pumpset.twad sor page 101 34 supply, delivery of 1.1 kv grade,pvc insulated and sheathed3 core flat copper submersible cable with isi marking conforming of is 694/1990 of reputed make for submersible motor erected in borewell. 35 50mm upvc column pipe 36 50mm gi flangeset heavy page 29 37 40mm ms clampset heavy page 29 38 50mm gm non return valve page 30 39 50 x 40mm gi reducer heavy page 26 40 63mx50mmpvc t.coupler page 10 41 40mm ball valve/ gm gate valve page 30 42 (i) aerial fuse board of size 15 x 10 x 6cmwith 32 a aerial fuse carrier(3 nos.) 43 (iii)wall mounting type ms cubical eb meter box with fuse carrier (3 nos) of 32 a capacity at eb supply point.this box is also to accommodate tneb energy meter with proper ventilation as approved by tneb. 44 (ii) supply and laying of 7/20 size pvc insulator copper conductor cable from aerial fuse to eb supply point etc., complete as per i.e rules. 45 25mm dia gi pipe for service point 46 25mm dia gi elbow 47 no.8 gi wire for earth(twin earthing) 48 stay wire 7/20 49 20mm gi pipe for twin earthing and cable encasing 50 4way nutral link 51 tw banel board (41 x 31 x 6cm) 52 labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per i.e rules including cost of civil works 53 supply,delivery, laying and jointing of 90mm od pvc 6ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by twad board officer. 54 a.90mm pvc bend 55 b 90mm pvc threaded coupler 56 name boardand photo charge 57 construction ofdrama stagein kuthampoondipanchayat 58 earth work excavation for foundation in all classes of soils and sub soil to full depthexcept in hard rock requiring blasting but inclusive of shoring struttingif required forthe sides of foundation. 59 0-0.30m 60 cement concrete 1:4:8 mix using 40 mm hbg metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. compacting etc., complete complying with standard specifications and as directed. 61 supplying and filling inbasement with gravel in layers not more than 15 cm thick , well ramed and consolidated complying with standard specification 62 supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification 63 supplying and erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. rate for 10m2 for the following items (rcc floor slab, roff slab, rectangular / square, tee/ ell beams, lintels, 64 below 65 supplying and fabricating and placing in position ms steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification. 66 reinforced cement concrete 1: 1.5 : 3 mix using20 mm iss hbg metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor 10 cum. 67 brick work in cm 1:5 mix using country bricks ground moulded of size 23 x 11 x 7 cm for the following including curing etc., complete complying with standard specifications. 68 finishing the top of roof with one course of pressed tiles of size 23 cm x 23 cm x 2 cm laid incement mortor 1 : 3 mix and pointingwith the same mortor mixed with water proof compoundincluding cost conveyance of all materials and labour charges etc complete 69 plastering with cm 1:5, 12mm thick over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers. 70 ceiling plastering with cement mortar 1:3 mixto 10 mm thick for r.c.c. items including cost and conveyance of all materials to site and all labour charges etc complete 71 granolithic flooring using 10 - 12mm chips including cost and conveyance of all materials to site and all labour charges etc complete 72 white washing 73 distembering two coats with primer coat and two coat with oil bound distember over cement plastered surface including all charges etc complete 74 painting two coats with approved exterior emulsion over the plastered surface over one coat of cement paint including cost of all materials and labour charges etc complete 75 electrification 76 new door 77 provision for citizen informationboard 78 provision for photo 79 gst amount for providing service to government contract works for the above construction works. { gst amount is the total gst amount for total overall quoted amount above this row in column bb for all works in this package}

State Government

TRN :49020042 | 13 May, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for tender for annual repair to rawatpur colony type-iv servant qatar - 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. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour .dsr-13.81 16 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old workdsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and 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.15 mm nominal dia pipes . dsr 18.8.1 21 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. white vitreous china wash basin size 630x450 mm with asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).40x40x6mm@3.5kg/m . dsr 10.13.1 31 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 .dsr-6.4.2 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate dsr 11.3.1 33 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 34 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 35 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 36 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 37 cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 38 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) dsr 5.2.2 39 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 40 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3

State Government

TRN :49020061 | 13 May, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for tender for annual repair to mc robertganj colony - 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. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour .dsr-13.81 16 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 dsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and 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.15 mm nominal dia pipes . dsr 18.8.1 21 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. white vitreous china wash basin size 630x450 mm with asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).40x40x6mm@3.5kg/m . dsr 10.13.1 31 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 .dsr-6.4.2 32 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)dsr 6.1.2 33 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate dsr 11.3.1 34 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 35 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 36 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by engineer-in-charge. all kinds of soil dsr 2.6.1 37 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). dsr 4.1.8 38 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 39 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 40 cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 41 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) dsr 5.2.2 42 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 43 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3

State Government

TRN :49020123 | 12 May, 2025

Tender Value : 11.90 Lacs

Sirohi - Rajasthan

Tender for tender for various civil works for garden at government collage, sheoganj- 1 construction 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 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 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. m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 4 providing and laying 80 mm thick cement concrete blocks of m-40 grade (manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. manufactured with steel moulds(milled and manufactured in csi diamond or csi nitro process for accuracy) on steel base plate of min 16 mm thick;having vibration and pressing action both together withthe help ofmultiple synchronised vibrators.power of hydraulic station should be minimum 50kw for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing w.b.m.base, as per is15658:2006 and all mat 5 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 mix 6 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) 7 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 ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 8 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : cement mortar 1:6 ( 1-cement : 6-sand). 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 10 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completenew plastered surface (three or more coats) 11 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 12 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 13 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 14 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.

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

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

corporations/Associations/Others

TRN :49022887 | 29 May, 2025

Tender Value : 2.62 Crore

Jagdishpur - Uttar Pradesh

Tender for annual maintenance works at i.a. jagdishpur distt. amethi. - providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 2 providing and applying primer coat with bitumen emulsion/ vg-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and t&p etc. required for proper completion of the work. 3 providing and laying densed gradded bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.50% by weight of total mix and filler, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grede,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per mort&h specificationsclauses507 complete work in all respects. including supply of all materials,labour,t&p etc as required for proper completion of the work. 4 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.including supply of all materials, labour and t&p etc. required for proper completion of the work. 5 providing and laying 25mm thickbituminous concrete with higher capacity batch typehot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.20 % percent of mix and filler ,transporting the hot mix material to work site , laying with hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled , vibratory and tandem roller , to achieve the desired compaction as per mort&h.. specification clause no - 507, complete in all respect. ( grading -i ) 6 road marking with hot applied thermoplastic compound with reflectoringmglass beads on bituminous surface,providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectoring glass beads @ 250 gms per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per irc :35.the finished surface to be level uniform and free from streaks and holes. rate as per uppwd. 7 earth work in excavation by mechanical means/manual means over areas including getting out and disposal of excavated earth lead upto 50m and for all lift for all kinds of soil. 8 m-150 brick workin foundation and plinth in cement mortar 1:6 with cement and coarse sand. 9 12 mm thick cement plaster of mortar 1:4 with cement and coarse sand on brick work. 10 providing & laying in position cement concrete of grade 1:5:10 with cement, coarse sand and 40 mm grade stone aggregates. 11 providing and laying 80 mm thick factory made chamfered edge cement concrete paver blocks of m-35 grade with approved colour, design and pattern ,thickness & size / shape complete item no 16.91.2 12 m-150 brick workin plinth and foundation with cement mortar 1:4 with cement and coarse sand. 13 providing and fixing concrete 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)on culvert parapet as per standard design,including finishing smooth with cement mortar . 14 finishing walls with water proof cement paint of approved make and quality on new work with 2 coats to give an even shadeincluding supply of all materials, labour and t&p etc. required for proper completion of the work. on culvert parapet 15 repairing of 110 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 16 repairing of 160 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 17 providing and laying of 100 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&p etc ,testing of pipe line as per requirement complete 18 providing and laying of 150 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&petc,testing of pipe line as per requirement complete 19 repairing and rewinding of motor,repairing of pump accessories complete including cost of all material,labour ,t&p etc as required at site condition also including lowering & lifting of motor pump from tubewell boring testing complete. 20 repairing of electric control panel 21 manual sweeping ,garbage/litter collection and removal of animal carcasses etc in all streets,main and arterial roads all street and roadsurfaces, footpaths, pavements, parking, lots, foot, overbridges, busshelters, roadmedians, traffic islands and any other open public areas and structures outing. 22 cleaning & removal of garbage, litter, silt or any blockages from the street side, shallow surface drains(other than under ground sewerage and under ground drains) including tractor with trolly, its pol & driver, 2 nos helper for loading/unloading of garbage, etc . complete item as per direction of engineer in charge. 23 desilting of drain in foul position (work frequency every week ) including disposal of silt/waste out side of industrial area as per direction of engineer in charge. 24 clearing jungle i/c uprooting of rank vegetations, grass, bush, wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level & removal of rubbish upto 50m.

corporations/Associations/Others

TRN :49023548 | 19 May, 2025

Tender Value : 16.98 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-04 renewal work with general repair by pc from fatehpur cmo office to idgah. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 2 providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. clause 502 3 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 4 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenvg10 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 type c as per technical specification clause 508. 5 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 6 excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenches .as per s.i no 251 7 cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 including supply of all materials, labour, tools & plant etc required for proper completion of the work. s.i. no-281 8 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-283) 9 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-283a ) 10 mild steel or iron in plain work such as rcc or r.b. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks.(s.i. no-504) 11 earth work in emabnkment in ordinary soilincludingsupply of earth, labour and t&p also including cartage 5km up to site. 12 brick edging on both sides of the road of first brick class m--150 8 cm wide and 12 cm deep laid withmud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work including material, labour and t&p etc proper completion of the work

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. 36 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) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 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 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 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. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 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 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 61 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 62 providing and fixing aluminium sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

corporations/Associations/Others

TRN :49023789 | 19 May, 2025

Tender Value : 7.72 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-26 financial year 2024-25 primary school redia gadrian purva improvement work of boundary wall. - excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenches .as per s.i no 251 2 cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 including supply of all materials, labour, tools & plant etc required for proper completion of the work. s.i. no-281 3 first class/class-150 brick work in 1:4 cementand fine sand of 1.25 f.m. modulous mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. requied for proper completion of the work. 4 first class/class-150 brick work in 1:4 cementand fine sand of 1.25 f.m. modulous mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. requied for proper completion of the work. 5 2.5 cm thick and of cement concrete consisting of 1 part cement, 1½ parts approved coarse sand and 3 parts approved 10 mm graded stone grit and including water proofing material as ordered by the engineer incharge in the proportion as specified by the manufacturer. si no. 361 6 12 mm thick plaster with cement course sandincluding supply of all materials-labour and tools and plants etc required for completion of the work. 7 providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. dsr 2023 13.26 / 1.1405 8 wall painting (two coat) with plastic emulsion paint of approved brand & manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth. si no. 15.15+15.16 9 painting or varnishing new work in small areas or new wood work with two coat (upto one sq. mt.) of approved superior quality ready mixed paint or varnish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. paint to be used should confirm the i.s.i. no. 103-1950. si no. 642

Related Searched Keywords : sand course

List of sand-course Tenders

Get sand course Tender Alert...

Related Searched Keywords : sand course

State Tenders »

City Tenders »

Keyword Tenders »

Sector Tenders »

Ownership Tenders »

Indian Segment

Browse Tenders

Global Segment

Others

Get in touch with us