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

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Government Departments

TRN :49019859 | 21 May, 2025

Tender Value : 10.21 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 44, c-block, new agra, c.c. road improvement work by. - scrapping of the maxpalt bitumen road etc. all complete. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 5 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 6 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 8 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. 10 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 11 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 12 sub total (a) 13 add / deduction for estimate figure amount match 14 grand total

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 :

Government Departments

TRN :49029530 | 21 May, 2025

Tender Value : 8.34 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone room no. 79 khatik basti dr. a.k. road construction work by c.c. from singh residence to mukeem residence. - demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 2 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 3 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 4 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. 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 6 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) 7 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 8 carriage of ballast, kankar, coal, grit or sand etc. by head load up to 90 meters (3 chain only) including loading & unloading but excluding stacking. 9 supply and mixing 3.5 kg and or as specified by the manufacturer hardener in tremix concrete per sqm. 10 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 11 sub total (a) 12 add / deduction for estimate figure amount match 13 grand total

Central Government/Public Sector

TRN :49068734 | 28 May, 2025

Tender Value : 40.00 Lacs

Bikaner - Rajasthan

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

Central Government And Public Sector

TRN :34430736 | 14 May, 2025

Tender Value : 64.56 Lacs

Chandrapur - Maharashtra

Tender for repairs/replacement of roof covering and gutters of bldg. no. 18 pcs inside factory area

Related Searched Keywords : terracing work

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Tender for repairs/replacement of roof covering and gutters of bldg. no. 18 pcs inside factory area

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Related Searched Keywords : terracing work

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