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Central Government/Public Sector

TRN :49054152 | 20 May, 2025

Tender Value : 77.92 Lacs

Abohar - Punjab

Tender for tender for special repair to building no p-137 at mil stn abohar; 1 demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise complete all as specified and directed by engr-in-charge. 2 material & labour for 75mm thick pcc 1:3:6, type c1, using 20mm graded stone aggregate as in hard standing ,plinth protection/path etc,laid in suitable panels n.exc 3.00 m length finished even and smooth without using extra cement with contraction(dummy)joints 65mm deepx10mm wide joints filledwithbituminous sealing compound of grade ‘a’/bitumen mastic filler/sealant complete all as specified and directed by engr-in-charge. 3 dismantling brick tiles in floor or in roofs laid dry and pointed in any cement mortar complete all as specified and directed. 4 demolition of mud in roofs any thickness incl plastering and leeping 5 m & l for 40mm thick cement concrete type b0 1:2:4, (using 12.5mm graded stone aggregate) as in, surface finished even and smooth without using extra cement 6 m & l 10mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by engr-in-charge. 7 m&l for preparation of roof top surfaces,providing and applying uv stable single component smart care damp proof ultra is a fiber reinforced elastomeric liquied appplied water proofing membrane formulated with pu hybrid polymers and reinforcing acrylics fibres and having sri of 106 on top of concrete roof surface in three coats including self primer at ratio pf dampproof and water 3:1 and coverage @ 1 ltr/10 sqm with a thickness of 650 micron. note : (i) 6 hrs interval between two coats will be maintained. (ii)the treatment shall be carried out by authorised applicator approved by ge as per the manufacturer(iii)payment will be made after providing warrnty certificate from the company. 8 m&l 40mm thick brick tiles laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 9 m&l 40mm thick brick tiles( old serviceable tiles obtained from demolition/desmantled item shall be reused) laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 10 dismantlingof reinforced cement concrete by chiseling (without affecting other portion) of any description and in any position as in roofs, floors (other than ground floor), beams, landing, chajjas and similar suspended work. 11 m&l reinforced cement concrete 1:1 1/2:3 (nominal mix) using 20mm graded stone aggregate as in slab supported on walls,beams and columns in floors,roofs,landings,balconiies,deck slabs and in shelves and the like all as specified and directed. (form work & reinforcement measured separately). 12 m & l mild steel tmt bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with ms wire (annealed) not less than 0.90mm dia all as in column, beam etc . 13 m&l for form work to soffits of suspended slabs such as roof slabs,floor slabs,landings and similar work not exc.200 mm thick(horizontal or sloping) rough finish surface of concrete flat all as specified and directed. 14 m&l for precast reinforced cement concrete (1:2:4) type b1 (using 20 mm graded crushed stone aggregate) as in cover slab of drain/manhole set in cm (1:6).note :- cost of form work is deemed to be inclusive of unit rate quoted by the contractor & reinforcementshall be measured & paid separately.) 15 taking down chowkatsor frame with shutters(without taking off shutters from the frame not exceeding 1.50 sqm each & removing to store all as specified. 16 taking down chowkatswith shutters(without taking off shutters from the frame exceeding 1.50 sqm each but not exceeding 4 sqm) 17 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs, oiling, adjustment with cutting or fixing plain fillets/planks made from second class hard wood etc to remove gap between floor and shutter complete all as specified and as directed by engineer-in- charge. 18 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm eachcomplete all as specified and as directed by engineer-in- charge. 19 s&f factory made single extruded wpc (wood polymer composite) solid door/ window/ ceosetory windows & other frames/ chowkhat of size 45 x 70 mm comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modules ofelasticity 900 n/mm2and resistance to spread of flame of class a category with property of being termite/borer proof,water/ moisture proof and fire retardant and fixed in position with ms hold fast/ lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in-charge. (m.s. hold fast/ lugs or ss dash fasteners shall be paid for separately). note :- for wpc solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made all as specified and directed . 20 providing and fixing factory made single extruded wpc (wood polymer composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant. wpc to be laminated with pvc foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer- in- charge including supply and fixing following items : (a) stainless steel (304 grade) finished butt hinges 100mm - 4 nos. per leaf (b) stainless steel (304 grade) finished square tower bolt 150 mm long - 2nos per leaf (c) stainless steel (304 grade) finished handles 150 mm - 2 nos. per leaf 21 supply and fixingfactory made pressed steel frames of size 125 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , includingbutt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 22 supply and fixingfactory made pressed steel frames of size 105 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , including butt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 23 m&l cement concrete 1:3:6 type c-1 using 20mm graded stone aggregate for filling of pressed steel frame and hold fast blocks etc complete all as specified and directed by engineer - in - charge. 24 s & f factory made plain framed, panelled shutter iind class hardwood rail and style 35 mm thickness (two panel) with lock rail and panel of 9 mm b.w.p. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. the size of rail and stile as per is : 1003 (part i), kiln seasoned and chemically pressure treated complete all as specified and directed by engineer - in - charge. 25 s & f factory made 35mm thick iind class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc.; size of members of shutters as specified in ssr part – i, section – 8, clause 8.20 (a) ; supplied and fitted to chowkats complete all as specified and directed by engineer - in - charge. 26 s & f100 mm aluminium alloy anodised butt hinges, and fixed with steel scerws for frp doors/pvc door, type b-21complete all as specified and directed by engineer - in - charge. 27 s & f in repair 100 mm mild steel butt hinges, and fixed with steel scerws for wooden doors, complete all as specified and directed by engineer - in - charge.note :- rate deemed including necessary welding etc) 28 s & f tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 29 s & f in repair tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 30 s & f door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 31 s & f in repair door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 32 s & f aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 33 s & f in replacement aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 34 s&f floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 35 s&f in repairs floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 36 s & f mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 37 s & f in repairs mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 38 s& fstainless steel curtain rod 25 mm dia , including fancy type brackets and pair of decorated end knobs (finials), stop roller etc.as per site requirement, fixed to wall with fixing accessories,including taking down old existing curtain rods any description complete all as specified and directed by engr-in-charge. 39 s&f factory made box type steel window with side hung shuters both glazed and gauged, shutter frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.(drg no btd889 sheet 1/4 ).note :- (i) wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 40 s&f factory made box type steel window with side hung glazedshutter, frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.note :- (i)wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 41 s&f stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 42 s & f in repair stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 43 s & f 4 mm thick sheet glass ordinary quality and glazing within square not exceeding 0.50 sqm including aluminium cleat/rubber beading in each pane complete all as specified and directed by engineer - in - charge. 44 supply & fixing aluminium anodisedframes/chowkhats,shutter and like made out of aluminium sectionpowder coated(minimum thickness of powder coating not less than 50 micron) for window, ventilators and aluminium partition with one or more rebates or without rebate including joining cleat for fixing etc., the top and bottom horizontal members and vertical members adjacent walls shall be fixed with floor, ceiling walls and cills where required and fixing with the help of rawal plug and screw or with fixing clip or with expansion hold plate fasteners. aluminium section shall be smooth, rust free, straight mitred and jointed mechanically where ever required complete all as specified and as directed by engineer-in-charge.. 45 s & f figured glass 4 mm thick pin head type and glazing withnot exceeding 0.50 sqmincluding aluminium cleat/rubber beading in each pan complete all as specified and directed by engineer - in - charge. 46 material and labour for machine cut 16 to 18 mm thick, kota stone slab (size of slab not less than 500x550mm for flooring and in single piece for treads of staircase), laid over and including 20 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) andpolishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by engineer-in-charge. 47 material and labour for machine cut 16-18mm thick, kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangularcomplete all as specified and as directed by engineer-in-charge. 48 taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc. 49 m & lfor rendering 15mm thik on fair faces of brick work in cement mortar 1:6 finished even & smooth without using extra cement. 50 m & lfor rendering 15mm thick on fair faces of brick work in cement mortar 1:4 finished even & smooth without using extra cement. 51 m&l rendering10 mm thick in cement mortar 1:3 on fair faces of concrete surfaces of ceiling finishing even and smooth without using extra cement. 52 m&l integal water proofing compound 53 preparation of new plastered surfaces/existing platered surfaces and applyingwall care putty in internal/external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony/ceilings etc (thickness vary from 1.5 to 2.5 mm as required for desired smoothness and levelling of surfaces in two or more layers) by using ready made wall care putty including sand papering after filling the putty to make surface smooth and ready for receiving interior/exterior painting complete all as specified and directed.note : (i) the prepared surface after wall putty, the contractor will inform to the ge as well as to the engineer-in-charge for site inspection before applying further external finishes. please note that the further external finishes work will start only after approval of the prepared surface from the ge as well as to the engineer-in-charge through site order. 54 preparation of surfaces and applying 02 coats of interior emulsion paint (light shade) @ 12 sq.m/litre/2 coats by using spray gun to wall surfaces over & including a coat of interior wall primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 55 preparation of surfaces and applying 02 coats of interior emulsion paint (white shade) @ 10 sq.m/litre/2 coats by by using spray gun to ceiling surfaces over & including a coat of interior primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 56 preparation of surfaces and applying 02 coats of exterior emulsion paint (light shade)@ 5 sq.m/litre/2 coats by using spray gun to external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc surfaces over & including a coat of exterior wall primer @ 11 sq.m/litre/1 coat as recommended for under coat by manufacturer of exterior emulsion by using following brands of emulsion and primer complete all as specified and directed. 57 preparation of new/existing plastered surfaces as in ceilings and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 58 preparation of new/existing plastered surfaces as in walls and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 59 m & l providing two coats of synthetic enamel paint over new steel surfaces and a coat of red oxide primer onincluding preparation of surface of any description not exceeding 10 cm width or girth complete all as specified and directed by engineer -in -charge. 60 m & l providing two coats of synthetic enamel paint over new wooden surface including preparation of surface withprimer all as specified. 61 m&l for preperationof old steel surface and applying two coat of synthetic enamel paint complete all as specified and directed by engineer -in -charge. 62 m&l for preperationof old wooden surface and applying two coat of synthetic enamel paintcomplete all as specified and directed by engineer -in -charge. 63 m&l for shotcreting 25mm thick in rcc columns, beams and slabs etc in layers with approved design mix (minimum cement content of 350 kg/cum on m-25) concrete having the specified minimum characterristic compressive strength (with ordinary protland cement, coarse sand and graded stone aggregate 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-charge including chipping of unsound /weak concrete material 25 mmaverage thickness from slabs,beams, columns etc with manual chisel and /or by standred 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 and thoroughly washing with water and allowing it to dry etc. including removal of rust by applying approved rust removal chemical & the coating with dr fixit epoxy zinc primer or equivalent @ 6sqm/ltr at dft of 100microns as per specifications and disposal of debries for all lead and lifts all complete as per direction of engineer-in-charge. 64 m&l hard drawn steel wire fabric not exc 4kg/sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemntall as specified & directed by engineer-in-charge. 65 m & l 5mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cementcomplete all as specified and directed by engineer - in - charge . 66 dismantling structural steel work including doors,gates but excluding framed truss etc. 67 s & f framed work such as grills,cooler stand ,ladder grating and sun shed etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work or water tanks and similar work conforming tofe 410-0 or fe 310-0 all as specified . 68 dismantling of floor hearth or wall tiling including cement mortar bedding ( but not backing) and rubbish off the permices. 69 s&f glazed ceramic colouredtiles joint free 350x250x7mm/450x350x7mm square or rectanguleras on walls etc set and jointed in neat cement slurry and pointed in whiteor coloured cement to match over and including 10mm thick rendering in cm 1:4 complete all as specified and directed by engr-in-charge. 70 m&l non skid ceramic coloured /printed tiles 7 to 8 mm thick( square / rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm in floor and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shadeover and incl 15 mm thick screed bed in cm 1:6 complete all as specified and directed by engr-in-charge. 71 m&l cement concrete type b-0, 1:2:4 using 12.5 mm graded stone aggregate as in floors 25 mm thick for tilesall as specified.& directed by engr -in-charge.. 72 m&l 16-18 mm thick granite (of any type ) work (table rubbed and polished ) in cooking platform and likein cm (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including grinding/moulding of edges. 73 demolitionof cement concrete ( un re-inforced) of any description in ground floor and pavings exc15 cm thickness (below or above gl). 74 material and labour for water proofing treatment to rcc sunken slab and adjoining vertical slab as described following any one method complete as per directions of ge. 75 method 1(a) supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, smart care damp proof 2k, having 100% elongation as per astm d412, resisting 5 bars hydrostatic pressure as per din 1048, reduction to rapid chloride shall be 70 as per din 1048, crack bridging upto 1.2mm as per astm 4548.5 clean all working surface & made free from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & construction joint are treated by polymer modified mortar of 1:1:4 (1 cement : 1polymer : 4 sand). making gola of size 75x75mm at junction of vertical & horizontal with the polymer modified mortar of 1:1:4 (1 cement : 1 polymer : 4 sand). the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls. the mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing and shall have consumption of 1.5kg/sqm per coats, etc, complete as per manufactures specifications.(b) bore packing: all the borehole gaps between concrete surface and pvc pipe of various dia upto the neck level shall be filled with non-shrink free flow grout – smart care gp grout having dual shrinkage compensation property. before the bore packing, surface of the pvc pie and concrete surface will be made rough and sand will be sprinkled with polymer bonding agent. (c) apply12-15mm plaster on slab and vertical surface admixed with smart care vitalia neo @200ml per bag of cement before treatment. 76 method 2(a) supplying and applying two component cementitious & acrylic flexible water proofing & protective coating, two coats with 1mm dft, having hydrostatic (positive) water pressure resistance (din 1048) is 7. abrasion resistance, cm/km is 0.09 of dr fixit pidifin 2k @ 1.5kg/sqm with a paint brush over existing slab surface and adjoining vertical surface. the polyester reinforced coated netof 45g/sqm, 2.5mmx2.5mm is laying on the surface immediately on the first coat of two component modified polymer dr fixit pidifin 2k. after removal of all lose materials like dust etc. with wire brush coir brushes from surface to get absolutely cleaned surface free of foreign contaminant filling of crack and patches with polymer based mortar/micro concrete, after that making the gola onsurrounding wall’s junction and seal the vertical walls. in case of core cutting on the surface, the joint is seal with non-shrink grout.(b) the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls.(c) apply12-15mm water proof plaster on slab and vertical surface admixed with dr fixit pidiproof 77 m & l pcc (1:5:10)using 40mm graded burnt bricksaggregate as in foundation filling & mass concrete or as in sunkenfloor complete all as specified & directed by engineer-in-charge 78 dismantling water tanks and removing to store ofexc 500 and nexc 1000 ltr capacity 79 s & f rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in ssr part i of capacity 1000 litres all as specified and directed by engineer - in - charge . 80 s&f in repair 20mm ball brass valves, high pressure, with polytheene float and flynut complete, screwed for iron pipe orr brass ferrule and fixed. 81 s & f in 20mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 82 s & f in 25 mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 83 s & f in repairs pvc 10 ltrs syphonic action type flushing cistern, low level with inlet, ball valve, float and handle including brackets, flush pipe of pvc 32mm bore and connection to wc pan complete all as specified. 84 s&f in repair viterous china squating pan orrisa pattern size 580/440mm wash down water closet pan ,white (excluding fixing bolts, flushing cistern and flush pipe) with plastic seat cover. 85 s&f in repair vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) but including connection to drain (or outgoing pipe) and to flushing pipe ,anti-syphonage pipe and white closed patern with flat bottom & mild steel cromium plated or aluminium hinging device plasticseat cover complete . 86 s&f repairs vitreous china half stall urinals flat back white minimum with grating and union for discharge pipe ,providing & fixing plugs, bedding urinal against wall in cm 1:2 , securing urinal to plugs with & incl 60mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with nbrackets, flush pipe, grating and union for discharge pipe complete all as specified. 87 s & f in repairs vitrous china oval wash hand basin white of size 550x400 mm including brackets 300mm long pvc connection with brass nuts, 40mm dia waste coupling including cutting for and pinning in end of brackets or erecting stand etccoloured top bowl type screwed shank fly nut flange end including cutting for and pinning in granite slab of hole including 32 mm dia chromium plated waste coupling and bottle trap all as specified. 88 s&f in repair 600mm x 450mm beveled edge mirror of selected quality glass on 6mm thick commercial plywood and fixed wooden plugs with chromium plated brass screw and cup washes fixed in repair. 89 s & f repairs 15 mm bore concealed stop cock cast copper alloy screwed down high pressurewith crutch or butterfly handle screwed both ends for iron pipe or for unions and fixed but fancy type chromium plated with long shank and cup (concealled type) 90 s & f in repairs 15mm bore angle cock one waychromium plated, high pressure, with crutch or butterfly handle, screwed both ends of iron pipe or for union and fixed all as specified . 91 s & f in repairs 15 mm bore bib tap fancy type chromium plated with crutch or butterfly handle screwed down ,screwed for iron pipe all as specified. 92 s&f in repairs pillar taps 15mm borefancy type chromium plated cast copper alloywith capstan heads scre-wed down high pressure with or without lettered hot orcold with long screwed shanks and fly nuts screwed for iron pipe . isi marked 93 s&f in repair brass chromium plated central hole basin mixer with regular spout,popup waste system and 450mm long braided hoses with connection and nuts complete all as specified and directed by engr-in-charge. 94 s&fin repair brass chromium plated shower rose 125mm size with swivel joints,any size, incl shower arm fixing to pipe or union complete all as specified and directed by engr-in-charge. 95 s&f in repair pvc connection both side brass unions internal for size 15mm dia and 450mm long all as specified and directed by engineer-in-charge. 96 s&f ewc jet spray complete all as specified and directed. 97 s & f in repairsoap dish approximately size 160 x160x 90 mm and fixed withas chromium plated brass screws complete all as specified and directed by engineer -in -charge. 98 s&f peg set of stainless steel solid body of 125mm to 175 mm having 6 nos hooks fixed with brass chromium plated screws complete in all as specified 99 taking up or down steel tubing of 15 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 100 fixing only mild steel tubes of size 15mm bore (medium grade) galvanised with all fittingsand fixed complete to wallall as specified & directed by engineer-in-charge. 101 supply & fixing mild steel tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to wallall as specified & directed by engineer-in-charge. 102 taking up or down steel tubing of 20 mm bore and connections, including cleaning for re-fixing or removal to store omplete all as specified and directed by engineer -in -charge. 103 supply & fixing of 16mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. 104 supply & fixing of 20mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. note :-(i) pipes inside the buildings shall be fixed concealed and outside the buildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii)bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 105 supply & fixing of 25mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing complete all as specified and as directed.note :- (i) pipes inside the buildings shall be fixed concealed and outside thebuildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii) bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 106 taking up or down steel tubing of 25 to 32 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 107 s & f 40mm bore medium grade tube galvanised with all fittings and fixed complete concealed including groove cutting for concealing to walls & ceiling or laid in floor complete all as specified and directed by engineer - in - charge. 108 dismantling of cast iron pipes jointed in cement mortar and taking out from trenches walls etc upto 100 mm bore all as specified and directed by engr-in-charge . 109 supply & fixing 110mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant c complete all as specified and directed by engr-in-charge. 110 supply & fixing 75mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant complete all as specified and directed by engr-in-charge. 111 supply & fixing upvc junction (double t/socket) grade b equal or unequal suitable for 110mm bore pipe complete all as specified and complete all as specified and directed by engr-in-charge. 112 all as per item no 109 above 113 supply & fixing upvc bends (any radius) grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 114 all as per item no 111 above 115 supply & fixing upvc vent cowl grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 116 supply & fixing pvc vent cowl grade b suitable for 75 mm bore pipe complete all as specified and directed by engr-in-charge. 117 supply & fixing upvc grade b multi floor trap 110 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 118 supply & fixing upvc grade b multi floor trap 75 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 119 demolition of brick work built in cement mortar including all quoins, arches, pillars etc . 120 m&l for brick work with subclass‘b’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by engineer-in-charge. 121 labour only forbrick work built in cm (1:6) with subclass b bricks, straight or curved on plan exceeding 6m mean radiuswith reusing the old bricks obtained fromitem no 118 . 122 m&l for taking down carefully point wiring complete including fixture and fittings from boards/outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc and making good to disturbed area all as specified 123 m&l for point wiring complete with isi marked 1.5 sqmm single core pvc insulated unsheathed cable 1100v grade frls with multistranded copper conductor drawn through concealed in wall/ceiling surface and its accessories includingpvc rigid concealed conduit heavy duty suitable size with all accessories such as bend, reducers, ms hooks, ms junction boxes, 2mm thick galvanised steel pressed sunken terminal boxes of suitable sizes for mounting of switchs, sockets, fan regulator etc covered with 3 mm thick plastic laminated hylem top cover sheet of required color fixed with brass screws and cup washers painting terminal boxes inside and outside with one coat red oxide primer includingfixing and 1.5 sqmm copper conductor as earth continuity to connect common earth dolly completed for the following all as specified 124 (a)one light point/fan point/exhaust controlled byone way switch 125 (b)one light point controlled by one two way switch 126 (c)one 5 pin socket out let 5 amps on the same board with other switches 127 (d)one 5 pin, 5a switch socket outlet point on independent board with other switches. 128 all as per item no. 02 here-in-before but with 2.5 sqmm cable for 1no 16 amps socket outlet point on independent board including 2.5 sqmm pvc insulated unsheathed cable multistranded with copper conductor green in colour as earth continuity conductor all as specified 129 s&f piano type switch single pole 1 way 5/6 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 130 s&f socket two in one 6/5 pin 5 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 131 s&f piano type switch single pole 1 way 15/16 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 132 s&f piano flush type switch single pole 2 way 15 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 133 s&f socket two in one 6/5 pin 15/16 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 134 s&f ceiling rose surface type, 65mm x 50mm three terminals, 3 phase / pvc / polycarbonate isolated body complete all as specified and directed by engr-in-charge. 135 s & f stepped type electronic fan regulator flush type on the existingphenolic laminated sheet etc. as reqd complete all as pecified and directed. 136 s&f lamp holder, pvc/polycarbonate type with back plate suitable for batten fittings with led bulb 09 watt complete all as specified 137 supply and fixing led lights fitting 20 w, 220v, ac decorative box type with driver, holder including led tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. 138 supply and fixing led light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 v ac decorative type with driver holder and led lamp including connecting up with three core flexible copper conductor cable of suitable size complete. 139 supply and fixing led street light fitting 35 watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete. 140 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole mcb 20 amps capacity complete all as specified and directed by engr-in-charge. 141 s&f sheet metal enclosure for vtpn dbs 415 volts 08 way with 200 amps rated bus bar neautral link, earth bar double door with mccb as incomer complete all as specified 142 s&f sheet metal enclosure for vtpn dbs 415 volts 04 way with 200 amps rated bus bar neautral link, earth bar double door with mcb tpn as incomer complete all as specified and directed by engr-in-charge. 143 s&f sheet metal enclosure for dbs spn 230 volts 12 way with 200 amps rated bus bar neautral link, earth bar double door complete all as specified and directed by engr-in-charge. 144 supply and fixing 415v 16 ka 415 volts mccb of cap 100 amps following poles and current carrying capacity in the db complete with connection testing and commissioning. 145 supply and fixing 415v 10ka b curve miniature circuit breaker (mcb) tpn/4p of capacity 40 to 100 amps poles and current carrying capacity in the db complete with connection testing and commissioning. 146 supply and fixing 240v, 10 ka b curve miniature circuit breaker (mcb) of single poles and current carrying capacity 6 to 32 amp, in the mcb db complete with connection testing and commissioning complete all as specified and directed by engr-in-charge. 147 supply and fixing amp rating 240v, 10ka c curve miniature circuit breaker (mcb) of spn 40 to 63 amp and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified 148 m&l forsubmain wiring comprising single core , 2 runs of 2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts gradedrawing in and including appropriate dia. in surface/recessed pvc conduit and its fittings completeincluding provision of 1x2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts grade as earthwire and using color code as per is and specified and making good all disturbed work to match the existing complete incl taking down old unsv sub main complete all as specified and directed by engr-in-charge. note :- (i)extra length of cables/ wire required for connection to mcbs shall not be measured and the rate quoted by contractor for per unit shall be deemed accordingly.(ii) two run of wire, one run of earth wire and conduct shall be measured as one unit. 149 all as per item no 142 abovebut for single core , 2 runs of 4.0 sqmm nominal cross sectional area including provision of 1x4.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 150 all as per item no 142 above but for single core , 2 runs of 6.0 sqmm nominal cross sectional area including provision of 1x 6.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 151 m&l for earthing complete with galvanised steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 m below normal gl connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washersand earth strip protected by 15 mm dia gi pipe medium grade and connected to main distribution board panel/earthing test point all as shown on electrical plate no.3 of ssr part i and all as specified including testing on completionincluding taking down old unserviceable earthing any type complete all as specified and directed by engr-in-charge. note :-gi wire 4mm dia including test point terminal box include in the quoted rate.

Central Government/Public Sector

TRN :34413587 | 10 May, 2025

Tender Value : 46.00 Lacs

Leh Ladakh - Jammu And Kashmir

Tender for repair maintenance of external pipe lines, gate valves, sluice valves and reapir of centrifugal pump and motors and flushing/cleaning maintenance of borewells, repair/replacement of submersible cables, column pipe, submersible pump motors and connect

Related Searched Keywords : borehole repair

List of borehole-repair Tenders

Tender for repair maintenance of external pipe lines, gate valves, sluice valves and reapir of centrifugal pump and motors and flushing/cleaning maintenance of borewells, repair/replacement of submersible cables, column pipe, submersible pump motors and connect

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