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

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Corporations And Associations And Others

TRN :19051193 | 03 Oct, 2020

Tender Value : 4.34 Lacs

Godavari - Andhra Pradesh

Tender for levelling of kothapeta special elementary school ground in 22nd ward in palacole municipality

corporations/Associations/Others

TRN :19041240 | 28 Sep, 2020

Tender Value : 2.00 Lacs

Moradabad - Uttar Pradesh

Tender for safe carriage of the following material from store centre majhola/jes store to work site including loading and unloading at both ends :- 13 mtr./11 mtr./9 mtr./8.5 mtr. long pcc/st poles. acsr weasel/dog conductor. 11/0.4 10 kva transformers. 11/0.4 25 kva transformers. 11/0.4 63 kva transformers. 11/0.4 100 kva transformers. lt a.b.c. cable. 11 kv xlpe cable of size 3x70 sq.mm./ 3x120 sq.mm./ 3x180 sq.mm. etc. line material such as cross-arms, pin insulators, guarding angles, guarding wire, disc insulators and cable jointing kits etc. ct/pt unit 11 kv pilfer proof metering cubical. dismantling of the line by :- removing of acsr weasel/dog conductor from all phases on line, making bundle and stacking at a safe place. uprooting of 13 mtr./11 mtr./9 mtr./8.5 mtr. long pcc/st poles. for 11 kv line, single support 13/11/9/8.5 mtr. long st/pcc poles :- excavation of foundation pit in size of 75x45 cm. having depth of 1/6th of the full length of the support pole, providing and laying of stone pad 300x300x75mm. in the bottom of the pit. erection of support pole complete with fixing of 11 kv v-type cross-arms and all other accessories by providing stone pad, cross arms, holding clamps, f-bracket and nuts & bolts etc. as per respo norms. for 11 kv line, double pole structure with 13/11/9/8.5 mtr. long st/pcc poles :- excavation of foundation pit in size of 75x45 cm. having depth of 1/6th of the full length of the support pole. erection of support pole complete work by fixing of d.p. clamps and all other accessories. the work includes fabrication work and fixing of cross bracing sets, cutting holes complete work as per respo norms. construction of tri-pole structure on st poles including fabrication of ms angle channel, cross bracing etc. with proving and fitting of all type of clamps made of ms flat of size 65x8mm. with nuts, bolts & washer, grouting of pole in size of 220x45x45 cm. with cement, sand and brick ballast in the ratio of 1:4:8, as per respo norms. grouting of poles single line support :- grouting of support in cc 1:4:6 cement, sand and 40 mm. brick ballast grouting will be done in the block of size 45cm x 45cm x 1/6th of full length of the support upto ground level as per respo norms. grouting of stay rods 20x1800mm. including all works of excavation, cement concrete in size of 0.60x0.60x0.30m in the ratio of 1:4:6 cement, sand and 40 mm. brick ballast including back filling of soil and proper ramming etc. fixing, tightening and nozelling of stay wire with stay rod and stay insulators with the pole of required tension by providing stay clamps, nuts, bolts etc. earthing of support with ms earth rod of 20x2500mm. long including excavation of pit and driving ms rod 3.0m apart from support and 0.5m below the ground level and connecting below the earth electrodes with the help of g.i. wire no.6 swg tightening with nuts and bolts. laying, sagging, stringing and binding of acsr weasel/ dog conductor with all other accessories on pole as per respo norms. laying, sagging, stringing and binding of abc conductor with all other accessories on pole as per respo norms. laying of 11 kv xlpe cable of size 3x70 sq.mm./ 3x120 sq.mm./ 3x180 sq.mm. and making connections as per respo norms. filling and fixing of 11 kv outdoor/indoor type cable jointing kits as per respo norms. construction of 11 kv underground line :- digging of cable trench in size of 0.45mtr.x1.05 mtr. laying of 11 kv 3x70/120/185 sq.mm. cable in the trench. providing 150 mm. sand cushion beneath and 150 mm. above the cable. the cable shall be duly protected by 1st class bricks, two on either side and third on top of the cable, laid in the series one after the other. refilling and ramming of the left out soil, closing and trench and levelling. spare cable shall be left in the loop shape at both ends, including providing of all required material and t&p. providing and fixing of danger board with clamp, nut and bolts. providing and fixing of number plate with clamp, nut and bolts. providing and wrapping of barbed wire on 11 kv pcc poles at a height of 2.75 mtr. from the ground level as per respo norms. fitting of 11 kv pilfer proof metering cubical including making proper connections. guarding of 11 kv line with g.i. wire as per respo norms. mounting and fixing of 11 kv ct/pt unit on double pole including making proper connections. fixing of 11 kv 3ph-4w tvm meter at double pole including making proper connections. mounting and fixing of 10 kva transformer on pole including making proper connections. mounting and fixing of 25 kva transformer on double pole including making proper connections. mounting and fixing of 63 kva transformer on double pole including making proper connections. mounting and fixing of 100 kva transformer on double pole including making proper connections. providing g.i. pipe 6” dia for inserting 11 kv xlpe cable for safety of cable on single/double pole by providing and fixing of ms clamp, nuts and bolts. fixing and fitting of single/three phase distribution box on pole for making consumers cable connection complete work. carriage of following from work site to store centre majhola including loading and unloading at both ends :- 13 mtr./11 mtr./9 mtr. long st poles. acsr weasel/dog conductor/m.s. scrap. ct/pt unit. 11 kv pilfer proof metering cubical.

corporations/Associations/Others

TRN :19041247 | 15 Oct, 2020

Tender Value : 2.00 Lacs

Moradabad - Uttar Pradesh

Tender for safe carriage of the following material from store centre majhola/jes store to work site including loading and unloading at both ends :- 13 mtr./11 mtr./9 mtr./8.5 mtr. long pcc/st poles. acsr weasel/dog conductor. 11/0.4 10 kva transformers. 11/0.4 25 kva transformers. 11/0.4 63 kva transformers. 11/0.4 100 kva transformers. lt a.b.c. cable. 11 kv xlpe cable of size 3x70 sq.mm./ 3x120 sq.mm./ 3x180 sq.mm. etc. line material such as cross-arms, pin insulators, guarding angles, guarding wire, disc insulators and cable jointing kits etc. ct/pt unit 11 kv pilfer proof metering cubical. dismantling of the line by :- removing of acsr weasel/dog conductor from all phases on line, making bundle and stacking at a safe place. uprooting of 13 mtr./11 mtr./9 mtr./8.5 mtr. long pcc/st poles. for 11 kv line, single support 13/11/9/8.5 mtr. long st/pcc poles :- excavation of foundation pit in size of 75x45 cm. having depth of 1/6th of the full length of the support pole, providing and laying of stone pad 300x300x75mm. in the bottom of the pit. erection of support pole complete with fixing of 11 kv v-type cross-arms and all other accessories by providing stone pad, cross arms, holding clamps, f-bracket and nuts & bolts etc. as per respo norms. for 11 kv line, double pole structure with 13/11/9/8.5 mtr. long st/pcc poles :- excavation of foundation pit in size of 75x45 cm. having depth of 1/6th of the full length of the support pole. erection of support pole complete work by fixing of d.p. clamps and all other accessories. the work includes fabrication work and fixing of cross bracing sets, cutting holes complete work as per respo norms. construction of tri-pole structure on st poles including fabrication of ms angle channel, cross bracing etc. with proving and fitting of all type of clamps made of ms flat of size 65x8mm. with nuts, bolts & washer, grouting of pole in size of 220x45x45 cm. with cement, sand and brick ballast in the ratio of 1:4:8, as per respo norms. grouting of poles single line support :- grouting of support in cc 1:4:6 cement, sand and 40 mm. brick ballast grouting will be done in the block of size 45cm x 45cm x 1/6th of full length of the support upto ground level as per respo norms. grouting of stay rods 20x1800mm. including all works of excavation, cement concrete in size of 0.60x0.60x0.30m in the ratio of 1:4:6 cement, sand and 40 mm. brick ballast including back filling of soil and proper ramming etc. fixing, tightening and nozelling of stay wire with stay rod and stay insulators with the pole of required tension by providing stay clamps, nuts, bolts etc. earthing of support with ms earth rod of 20x2500mm. long including excavation of pit and driving ms rod 3.0m apart from support and 0.5m below the ground level and connecting below the earth electrodes with the help of g.i. wire no.6 swg tightening with nuts and bolts. laying, sagging, stringing and binding of acsr weasel/ dog conductor with all other accessories on pole as per respo norms. laying, sagging, stringing and binding of abc conductor with all other accessories on pole as per respo norms. laying of 11 kv xlpe cable of size 3x70 sq.mm./ 3x120 sq.mm./ 3x180 sq.mm. and making connections as per respo norms. filling and fixing of 11 kv outdoor/indoor type cable jointing kits as per respo norms. construction of 11 kv underground line :- digging of cable trench in size of 0.45mtr.x1.05 mtr. laying of 11 kv 3x70/120/185 sq.mm. cable in the trench. providing 150 mm. sand cushion beneath and 150 mm. above the cable. the cable shall be duly protected by 1st class bricks, two on either side and third on top of the cable, laid in the series one after the other. refilling and ramming of the left out soil, closing and trench and levelling. spare cable shall be left in the loop shape at both ends, including providing of all required material and t&p. providing and fixing of danger board with clamp, nut and bolts. providing and fixing of number plate with clamp, nut and bolts. providing and wrapping of barbed wire on 11 kv pcc poles at a height of 2.75 mtr. from the ground level as per respo norms. fitting of 11 kv pilfer proof metering cubical including making proper connections. guarding of 11 kv line with g.i. wire as per respo norms. mounting and fixing of 11 kv ct/pt unit on double pole including making proper connections. fixing of 11 kv 3ph-4w tvm meter at double pole including making proper connections. mounting and fixing of 10 kva transformer on pole including making proper connections. mounting and fixing of 25 kva transformer on double pole including making proper connections. mounting and fixing of 63 kva transformer on double pole including making proper connections. mounting and fixing of 100 kva transformer on double pole including making proper connections. providing g.i. pipe 6” dia for inserting 11 kv xlpe cable for safety of cable on single/double pole by providing and fixing of ms clamp, nuts and bolts. fixing and fitting of single/three phase distribution box on pole for making consumers cable connection complete work. carriage of following from work site to store centre majhola including loading and unloading at both ends :- 13 mtr./11 mtr./9 mtr. long st poles. acsr weasel/dog conductor/m.s. scrap. ct/pt unit. 11 kv pilfer proof metering cubical.

Central Government/Public Sector

TRN :18978958 | 29 Sep, 2020

Tender Value : 0

Indore - Madhya Pradesh

Tender for annual maintenance contract for civil maintenance and repairing work and earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer-in- charge: 2.1.1 all kinds of soil 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-in-charge. 2.6.1 all kinds of soil filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil all kinds of soil pipes, cables etc, not exceeding 80 mm dia pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 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 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:3:6 1 cement : 3 coarse sand zone-iii : 6 graded stone aggregate 20 mm nominal size 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-iii: 3 graded stone aggregate 20 mm nominal size centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete lintels, beams, plinth beams, girders, bressumers and cantilevers columns, pillars, piers, abutments, posts and struts steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 cement mortar 1:4 1 cement : 4 coarse sand providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 1 cement : 4 coarse sand, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. granite of any colour and shade area of slab over 0.50 sqm providing and fixing isi marked flush door shutters conforming to is : 2202 part i decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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 providing and fixing bright finished brass tower bolts barrel type with necessary screws etc. complete : 9.74.1 250x10 mm providing and fixing bright finished brass door latch with necessary screws etc. complete : 9.75.1 300x16x5 mm providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete providing and fixing bright finished brass handles with screws etc. complete: 9.81.1 125 mm providing and fixing aluminium die cast body tubular type universal hydraulic door closer having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm, with necessary accessories and screws etc. complete gypsum board partitions 9.105 providing and fixing partition upto ceiling height consisting of g.i. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form g.i. sheet with zinc coating of 120 gms/ sqmboth side inclusive, consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. the boards are to be fixed to the frame work with joints staggered to avoid through cracks, galvanised m.s. fixing channel of 99 mm width 0.9 mm thick having two flanges of 9.5 mm each with zinc coating of 120 gms/sqmboth side inclusive to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners 25 mm x 25 mm x 0.5 mm, joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 75 mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum grg plaster board conforming to is: 2095: part 3 : 1996 board with bis certification marks steel work in built up tubular round, square or rectangular hollow tubes etc. trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15x3 mm and nuts & bolts complete. stainless steel grade 304 wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 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. kota stone slab flooring over 20 mm average thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 1 cement : 4 coarse sand : 11.26.1 25 mm thick 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/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 size of tile 600x600 mm providing and laying vitrified tiles in different sizes thickness to be specified by manufacturer, with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 1 cement: 3 coarse sand, jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 11.46.2 size of tile 600x600 mm providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gm/m² 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.including fittings such as coller, bend, tee, clips and shoe etc. 75 mm diameter metre 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.including fittings such as coller, bend, tee, clips and shoe etc. 110 mm diameter 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.including fittings such as coller, bend, tee, clips and shoe etc. 160 mm diameter providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from m.s. sheets and galvanized with zinc coating of 120 gms/sqm both side inclusive as per is : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate g.i. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to g.i. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long g.i. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the engineer in charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to is: 2095- part i : 2011 board with bis certification marks 12.5 mm thick tapered edge glass reinforced gypsum grg board conforming to is: 2095- part 3 : 1996 board with bis certification marks cement plaster in coarse sand 13.4 12 mm cement plaster of mix : 1:4 1 cement: 4 coarse sand 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 1 cement: 4 coarse sand finishing walls with water proofing cement paint of required shade : new work two or more coats applied @ 3.84 kg/10 sqm providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. distempering with 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 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 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 . including supplying of metal and screaning material, moorum etc complete dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to is:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of engineerin- charge. 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 engineer-in-charge item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. note:- cement content considered in m-30 is @ 340 kg/cum. excess/ less cement used as per design mix is payable/ recoverable separately. cement concrete prepared with batch mixing machine 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 50mm 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. 16.91.1 60mm thick cement concrete paver block of m-35 grade with approved colour, design & pattern. providing and fixing white vitreous china pedestal type european type/ wash down type water closet pan. providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water 250 ml & 500 ml consumption, having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of engineer-in-charge. 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 providing and fixing solid plastic seat with lid for pedestal type w.c. pan complete : 17.20.1 white solid plastic seat with lid providing and fixing cp brass 32mm size bottle trap of approved quality & make and as per the direction of engineer-in-charge. providing and fixing 600x450 mm beveled edge mirror of superior glass of approved quality complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. providing and fixing toilet paper holder : c.p. brass providing and fixing chlorinated polyvinyl chloride cpvc pipes, having thermal stability for hot & cold water supply, including 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 outer dia pipes 32 mm nominal outer dia pipes metre 480.55 40 mm nominal outer dia pipes metre 648.60 50 mm nominal outer dia pipes providing and fixing brass bib cock of approved quality : 15 mm nominal bore providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end : 25 mm nominal outer dia pipes providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end : 32 mm nominal bore. each 581.25 providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end : 40 mm nominal bore each 678.40 providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end : 50 mm nominal bore providing and fixing c.p. brass bib cock of approved quality conforming to is:8931 : 15 mm nominal bore each 618.80 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 15 mm nominal bore each 552.35 18.52 providing and fixing c.p. brass stop cock concealed of standard design and of approved make conforming to is:8931. 15 mm nominal bore providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15mm nominal bore each 532.00 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. providing and fixing square-mouth s.w. gully trap class sp-1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size inside the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size p type with common burnt clay f.p.s. non modular bricks of class designation 7.5 providing and laying non-pressure np2 class light duty r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 1 cement : 2 fine sand including testing of joints etc. complete : 150 mm dia. r.c.c. pipe metre providing and laying non-pressure np2 class light duty r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 1 cement : 2 fine sand including testing of joints etc. complete : 250 mm dia. r.c.c. pipe metre providing and laying non-pressure np2 class light duty r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 1 cement : 2 fine sand including testing of joints etc. complete : 300 mm dia. r.c.c. pipe metre constructing brick masonry manhole in cement mortar 1:4 1 cement : 4 coarse sand with r.c.c. top slab with 1:1.5:3 mix 1 cement : 1.5 coarse sand zone- iii : 3 graded stone aggregate 20 mm nominal size, foundation concrete 1:4:8 mix 1 cement : 4 coarse sand zone- iii : 8 graded stone aggregate 40 mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 1 cement : 3 coarse sand finished with floating coat of neat cement and making channels in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s. non modular bricks of class designation 7.5 inside size 120x90 cm and 90 cm deep including c.i. cover with frame medium duty 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg weight of cover 58 kg and weight of frame 58 kg : with common burnt clay f.p.s. non modular bricks of class designation 7.5 extra for depth for manholes : size 90x80 cm extra for depth for manholes : size 120x90 cm constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 1 cement : 4 coarse sand, inside cement plaster 12 mm thick with cement mortar 1:3 1 cement : 3 coarse sand finished with a floating coat of neat cement, foundation concrete 1:3:6 mix 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size, and making necessary channel in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with s.f.r.c. cover and frame heavy duty, hd-20 grade designation 560 mm internal diameter conforming to i.s. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size including centering, shuttering all complete. excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately : 19.9.1.1 with common burnt clay f.p.s. non modular bricks of class designation 7.5 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 1 cement : 4 coarse sand including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design : with common burnt clay f.p.s. non modular bricks of class designation 7.5 providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge. glazing, paneling and dash fasteners to be paid for separately : powder coated aluminium minimum thickness of powder coating 50 micron for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required fittings shall be paid for separately powder coated aluminium minimum thickness of powder coating 50 micron providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to is: 12823 grade l type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin- charge. 21.2.1 pre-laminated particle board with decorative lamination on one side and balancing lamination on other side providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . cost of aluminium snap beading shall be paid in basic item: with float glass panes of 5 mm thickness weight not less than 12.50 kg/ sqm with float glass panes of 8 mm thickness weight not less than 20 kg/ sqm providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to is : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide plate etc. complete as per the direction of engineer-in-charge. 21.4.1 with stainless steel cover plate minimum 1.25 mm thickness filling the gap in between aluminium frame & adjacent rcc/ brick/ stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer-in-charge complete. 21.8.1 upto 5mm depth and 5 mm width providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with ss screws etc .complete as per direction of engineer-in-charge. powder coated minimum thickness 50 micron aluminium tubular handle bar providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles best make of approved quality for aluminium doors including necessary cutting and making good etc. complete providing and fixing anodised aluminium grill anodised transparent or dyed to required shade according to is: 1868 with minimum anodic coating of grade ac 15 of approved design/pattern, with approved standard section and fixed to the existing window frame with c.p. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer-in-charge. only weight of grill to be measured for payment. providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer-incharge door handle, lock and stopper etc.to be paid separately. higher charge of jcb including deasel and driver higher charge of hydra crane including deasel and driver 1st hrs including transporting at site higher charge of hydra crane including deasel and driver next after 1 hrs higher charge of tractor including trolly/ cultivator driver and desel higher charge of hayva more than 15 cum capacity including driver and desel supply of man power for various work beldar mason brick layer 1st class supply of man power for various work fitter/carpenter supply of man power for various work painter supply of man power for various work plumber

State Government

TRN :19031231 | 30 Sep, 2020

Tender Value : 0

Shimla - Himachal Pradesh

Tender for engagement of agency to obtain forest clearance approval under forest conservation act, 1980 from ministry of environment & forest, govt. of india goi, for proposed multi-storeyed parking complex between tennis court and hrdc building

Central Government/Public Sector

TRN :19038149 | 06 Oct, 2020

Tender Value : 0

Kolkata - West Bengal

Tender for maintenance and upkeepment of clay tennis court at kantapukur cisf barrack for the period of one year from the date of placement of order

State Government

TRN :19022538 | 23 Sep, 2020

Tender Value : 0

Kargil - Jammu And Kashmir

Tender for construction of courtyard and public convenience near community hall at chazar block zanskar

Central Government/Public Sector

TRN :19023595 | 30 Sep, 2020

Tender Value : 6.93 Crore

Kozhikode - Kerala

Tender for construction of sports facilities including squash court, swimming pool, tennis court, sports field swale and landscaping for iim kozhikode-phase 5, sh: construction of changing rooms, squash court, tennis court swimming pool, including internal electrical installations, firefighting, ventilation system, swimming pool filtration, flood lighting for foot ball ground and tennis court and street lighting etc.

Central Government/Public Sector

TRN :19006346 | 30 Sep, 2020

Tender Value : 3.34 Lacs

Patna - Bihar

Tender for electrical work in newly shifted nephrology seminar room of ward block third floor and supplying and clamping of canle from ward block courtyard panel

Central Government/Public Sector

TRN :19001009 | 23 Sep, 2020

Tender Value : 9.61 Lacs

Giridih - Jharkhand

Tender for day to day repair and maint of damaged collapsed tilted boundary wall of courtyard of different residential quarters at different colonies of jarangdih colliery under jarangdih colliery kathara area

Related Keywords : ground levelling

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

Tender for levelling of kothapeta special elementary school ground in 22nd ward in palacole municipality

Tender for engagement of agency to obtain forest clearance approval under forest conservation act, 1980 from ministry of environment & forest, govt. of india goi, for proposed multi-storeyed parking complex between tennis court and hrdc building

Tender for maintenance and upkeepment of clay tennis court at kantapukur cisf barrack for the period of one year from the date of placement of order

Tender for construction of courtyard and public convenience near community hall at chazar block zanskar

Tender for electrical work in newly shifted nephrology seminar room of ward block third floor and supplying and clamping of canle from ward block courtyard panel

Tender for day to day repair and maint of damaged collapsed tilted boundary wall of courtyard of different residential quarters at different colonies of jarangdih colliery under jarangdih colliery kathara area

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