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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.

State Government

TRN :49020391 | 20 Jun, 2025

Tender Value : 0

Panaji - Goa

Tender for tender for expression of interest tender for national games sports equipment on rental basis-aquatics sports equipment 2 osb 9 starting platform equipped with false start detection system and early start detecting device with no springing effect having a non slip surface of 0.5 x 0.5 meter backstroke hand grip at 0.6 above water level with complete mounting material ready to use confirming to fina , sfi regulations of make anti / mryta 3 floating goal post as per fina specification of make malmsten / anti 4 anti-wave lanes 50 mts long of make anti / mryt 5 backstroke ledge for start of make finis 6 ball cage for 10 balls of make indian 7 ball releasing mechanism of make indian 8 athletics sports equipment 9 assorted rake (with 1.50m handle) (60cm x 20cm) of make nelco 10 cross bar stands (high jump) to hold 6 cross bars of make nelco 11 cross bar stands (pole vault) to hold 6 cross bars of make nelco 12 cutting player of make indigeneous 13 discus 1 kg steel or brass rim for competition (wa approved) minimum 3 brands of make nelco 14 discus 2 kg steel or brass rim for competition (wa approved) minimum 3 brands of make nelco 15 discus stand (20 discus in one stand) of make nelco 16 folding stool (umpires & lap scorers) of make standard 17 hammer 4.00 kg dia turned brass / iron / alloy for competition (wa approved) minimum 3 brands of make nelco 18 hammer 500 gm ms (for fixing nails) of make standard 19 hammer 7.260 kg dia turned brass/ iron/ alloy for competition (wa approved) minimum 3 brands of make nelco 20 hammer cage with door & net (as per wa rule) of make nelco 21 hammer extra wire and handle - men (wa approved) of make nelco 22 hammer extra wire and handle - women (wa approved) of make nelco 23 hammer stand (12 hammers in one stand) of make nelco 24 high jump fiber cross bar (4m) (wa approved) of make nelco 25 high jump height measuring rod - 0.00m to 2.50mof make nelco 26 high jump landing mattress with cover 6m x 4m x 0.70m of make nelco 27 high jump uprights aluminium telescopic of make nelco 28 hurdles - steeple chase including water jump 1 set (wa approved) of make nelco 29 hurdles automatic aluminium - competition (wa approved)of make ate 30 hurdles carrying trolly (20 hurdles in 1 trolly) of make standard 31 javelin 600 gm. 40m range for competition (wa approved) minimum 2 brandsof make nelco/ate 32 javelin 600 gm. 50m range for competition (wa approved) minimum 2 brandsof make nelco/ate 33 javelin 600 gm. 60m range for competition (wa approved) minimum 2 brands of make nelco/ate 34 javelin 600 gm. 70m range for competition (wa approved) minimum 2 brandsof make nelco/ate 35 javelin 600 gm. non range for competition (wa approved) minimum 2 brandsof make nelco/ate 36 javelin 800 gm. 60 m range for competition (wa approved) minimum 2 brandsof make nelco/ate 37 javelin 800 gm. 70 m range for competition (wa approved) minimum 2 brandsof make nelco/ate 38 javelin 800 gm. 80 m range forcompetition (wa approved) minimum 2 brandsof make nelco/ate 39 javelin 800 gm. 90 m range for competition (wa approved)minimum 2 brands of make nelco/ate 40 javelin 800 gm. non range for competition (wa approved) minimum 2 brandsof make nelco/ate 41 javelin stand (20 javelins in one stand) of make nelco 42 jumping mattress trolly 5m x 3m of make nelco 43 ladder for hammer retriving of make standard 44 pole rack (to hold 10 poles) of make nelco 45 pole vault box of make nelco 46 pole vault crow bar (bar lifter)4.0m long aliminium (telescopic) of make nelco 47 pole vault elastic cross bar of make nelco 48 pole vault fiber cross bar - 4.5m (wa approved) of make nelco 49 pole vault height measuring rod (0.00m to 5.50m) of make nelco 50 pole vault landing mattress (wa approved) of make nelco 51 pole vault uprights (wa approved) with base pair sets of make nelco 52 relay baton different colours with number 1 to 8 aluminium of make nelco 53 shot 4 kg of different dia from 95mm, 100mm, 105mm, 109mm and 110 mm for competition (tuned iron & alloy) minimum 2 brands wa approved of make nelco/ate 54 shot 7.260 kg different dia from 110mm, 115mm, 120mm, 125mm, 129mm, 130mm for competition (turned iron & alloy) minimum 2 brands wa approved of make nelco/ate 55 shot return channel 20m long of make nelco 56 shot stand (20 shots in stand) of make nelco 57 stand with bowl (mgco2/ gym chalk) of make nelco 58 starters stand of make nelco 59 starting blocks combatable with start information syatem wa approved of make nelco 60 starting blocks trolley (10 blocks in one trolly) of make nelco 61 concentric circle of make nelco 62 badminton sports equipment 63 hova courts of make yonex 64 umpire chair of make sanrit 65 basketball sports equipment 66 basketball trolley(to accommodate 15 balls) of make cosco 67 basketball trolley(to accommodate 8 balls) of make cosco 68 billiards & snooker sports equipment 69 sharma s1 snooker tables (12 x 6) with steel cushion long rest half rest spider rest goose neck rest cue extension chalk cues table cover iron ball spotter ball rack table brushes corner brusher of make sharma 70 boxing sports equipment 71 boxing ring (aibaapporved) of make greenhill 72 canoeing & kayaking sports equipment 73 kayak paddle 100% carbon graphite fiber available in ultra-light and stiff variant adjustable clamp on shaft with lock and unlock facility adjustable to 5 cm with a left and right angle protractor icf and ikca approvedof make braca iv 74 canoe paddle 100% carbon graphite fiber available in ultra-light and stiff variant adjustable clamp on shaft with lock and unlock facility adjustable to 5 cm with a left and right angle protractor icf and ikca approved of make braca iv 75 kayak ergometer length: 2.50 m - 3.10 m width: 0.40 m - 0.70 m height: 0.40 m - 0.70 m weight: 40 kg (approximate) povides easily readable, relevant numeric / graphic information to the athlete while training on the ergometer its display shows following updates: paddling time distance speed / power stroke rate / water-air ratio / max heart rate (requires serial interface to polar chest ribbon or similar) average speed / power graphic left / right power balance pacer icf and ikca approved of make dansprint aps 76 canoe ergometer length: 3.10 m - 3.30 m width: 0.40 m - 0.52 m height: 0.60 m - 0.70 m weight: 40 kg (approximate) povides easily readable, relevant numeric / graphic information to the athlete while training on the ergometer its display shows following updates: paddling time distance speed / power stroke rate / water-air ratio / max heart rate (requires serial interface to polar chest ribbon or similar) average speed / power graphic left / right power balance pacer icf and ikca approved of make dansprint aps 77 interval 2000 split / rate watch - stop watch included in the packages: - cr2032 batteries (2) - interval 2000 - interval protective bumper - lanyard memory: 2000 splits, best and average split, 600+ segments identified by date and time, stroke rate w/time unit weight: 2.2 oz (66.369 kg) display dimensions: 1.625 x 1.25 in buoyancy: floats (note: control unit with bumper and lanyard floats) display: high-contrast monochrome lcd backlight: blue/green electroluminescent backlight, auto-on controls: 5 buttons (3 side, 2 front), tactile and audible response. battery type: 2 cr2032 (1 display, 1 backlight) battery life expectancy: 300+ hours case: injection-molded polymer case, acrylic lensof make nielsen & kellerman 78 canoe knee pad made from lightweight and durable closed mini-cell foam that can be shaped for a custom fit and superior comfort icf and ikca approved of make braca iv 79 seats k1 icf and ikca approved of make nelo 80 seats k2 icf and ikca approved of make nelo 81 seats k4 icf and ikca approved of make nelo 82 foot rest k1 icf and ikca approved of make nelo 83 foot rest k2 icf and ikca approved of make nelo 84 foot rest k4 icf and ikca approved of make nelo 85 spare rudder k1 icf and ikca approved of make nelo 86 spare rudder k2 icf and ikca approved of make nelo 87 spare rudder k4 icf and ikca approved of make nelo 88 stop watch electronic with 100 memories included in the packages: - cr2032 batteries (2) - interval 2000 - interval protective bumper - lanyard memory: 2000 splits, best and average split, 600+ segments identified by date and time, stroke rate w/time unit weight: 2.2 oz (66.369 kg) display dimensions: 1.625 x 1.25 in buoyancy: floats (note: control unit with bumper and lanyard floats) display: high-contrast monochrome lcd backlight: blue/green electroluminescent backlight, auto-on controls: 5 buttons (3 side, 2 front), tactile and audible response. battery type: 2 cr2032 (1 display, 1 backlight) battery life expectancy: 300+ hours case: injection-molded polymer case, acrylic lens of make nielsen & kellerman 89 rope garware (in meter) of make nelo 90 balls (big size) of make nelo 91 life jackets ultra low olympic gold medal cut clever figure-hugging shoulder straps integrated side straps 50-70n of gaia environmentally friendly soft foam size available xs (weight: 30-50 kg) sm (weight: 45-70 kg) lxl (weight: 65-90 kg) xxl (weight: 85-110 kg) fl/xl (weight: 60-90 kg) icf and ikca approved of make hiko sports 92 slalom paddles 100% carbon, aluminium & titanium reinforced tips with adjustable shaft upto 5cm of make braca iv 93 spray deck canoe slalom blind stitched and latex sealed seams throughout. 10/11 mm shockcord style deck. 4/5 mm tough faced neoprene with silicone printed reinforcing on top. no seams in the deck section icf and ikca approved of make hiko sports 94 spray deck kayak slalom blind stitched and latex sealed seams throughout. 10/11 mm shockcord style deck. 4/5 mm tough faced neoprene with silicone printed reinforcing on top. no seams in the deck section icf and ikca approved of make hiko sports 95 helmet canoe slalom ultra lightweight competition helmet ideal for whitewater kayak / canoe racing, surf lifesaving, freestyle kayaking and rafting. construction material high impact ralvek thermoplastic for a stiffer, safer shell. the interior is a top grade closed cell eva foam liner. detachable fit pads give you a super comfortable custom fit without abosrbing moisture. low profile shell design foam vent inserts for cold water paddling interior impact liner is a low profileshell design, closed- cell waterproof eva foam weight 500 gms ce-1385 certified and icf approved for international and olympic layak / canoe racing icf and ikca approved of make hiko sports 96 life jackets canoe slalom ultra low olympic gold medal cut clever figure-hugging shoulder straps integrated side straps 50-70n of gaia environmentally friendly soft foam size available xs (weight: 30-50 kg) sm (weight: 45-70 kg) lxl (weight: 65-90 kg) xxl (weight: 85-110 kg) fl/xl (weight: 60-90 kg) icf and ikca approved of make hiko sports 97 jetties for canoe sprint material: high density polyethylene (hdpe), marlex hdpe 50100 / qtr 571 cube dimensions: 500mm x 500mm x 400mm higher holding strength - corrugated design sides to interlock cubes together for higher pressure resistance and strength in water & provision to pass cables or pipes under the cover top cover: separate cover made of marlex hdpe 50100 / qtr 571 with 20mm thick and antiskid design for extra strength & prevent wear & tear lug thickness: 22mm (+-5%)to ensure sufficient strength min. weight of cube with cover 8.5 kgs/cube (+-5%) buoyancy: 360 kgs/sq. mtr flat floor, floor stiffening with painted grip accessories and connectors: made of same hdpe material to avoid any frictional damages complete accessories, short pin, short screw & nuts, cleat, washer, required for constructing floating surface including rope ua radiation proof buoyancy test report qb 1557-1992 diagonal tensile strength test report gb/t 1040.1-2006 compressive strength test: gb/t 8813-2008 supply, installation and handover of project at site hdpe side railing, height 1000mm icf and ikca approved of make indigeous 98 k2 (not more than 18kg) 100% carbon composite construction with no added aramid fiber or glass fiber length: 650 cm weight: not more than18kg icf and ikca approved of make nelo 99 k4 (not more than 30kg) 100% carbon composite construction with no added aramid fiber or glass fiber length: 1100 cm weight: not more than30kg icf and ikca approved of make nelo 100 c1 (not more than 14kg) 100% carbon composite construction with no added aramid fiber or glass fiber length: 520 cm weight: not more than14kg icf and ikca approved of make nelo 101 c2 (not more than 20kg) 100% carbon composite construction with no added aramid fiber or glass fiber length: 650 cm weight: not more than20kg icf and ikca approved of make nelo 102 c4 (not more than 30kg) 100% carbon composite construction with no added aramid fiber or glass fiber length: 900 cm weight: not more than30kg icf and ikca approved of make nelo 103 judo sports equipment 104 judo mats for competition and warm up area (tatami) of make taishan 105 kabaddi sports equipment 106 synthetic kabaddi mats thickness 35-40 mm - total 1500 pieces for 4 courts (2 court for practice and 2 for fop) of make indigeous 107 kho kho sports equipment 108 kho-kho mats (30m x 20m) size:1m x1m . density:30 mm (approved/preferred by kfi) of make gravolite 109 kho-kho poles-sheesham ( height:120-125cms above the ground & 40-50cms below the ground, wooden circumference:9-10 cms at the top & 28.25-31.4 cm at bottom.) colour:white of make shiv naresh 110 mallakhamb sports equipment 111 pole mallakhamb for competition & warm up area above the ground 2600 to 2800 mm, under the ground 800 to 900 mm, neck 180 to 200 mm, top - 70 mm, total length 3400 - 3700 mm, circumference: bottom - 530-550 mm, below the neck 300 to 350 mm, neck 180 to 200 mm, top 350 mmof make kepl khalsa 112 hanging mallakhamb for competition & warm up area height 1700 to 1900 mm, neck height 180 to 200 mm, top height - 70 mm, distance b/w bottom and ground 650-700 mm, circumference: bottom 450 to 500 mm, neck 180 to 200 mm, below the neck 250 to 300 mmof make kepl khalsa 113 structure of hanging mallakhamb for competition & warm up area height of structure/stand - 4600 to 4800 mm, width - 12 feetof make kepl khalsa 114 structure of rope mallakhamb for competition & warm up area height of structure/stand - 5800 to 6000 mm, width - 12 feetof make kepl khalsa 115 powder stand 3 feet with steel tubeof make kepl khalsa 116 rubber foam mattresses for competition and warm up area length - 2 m, width - 1 m, thickness - 6 cm to 10 cmof make kepl khalsa 117 portable mallakhamb above the ground 2600 to 2800 mm, neck 200 mm, top - 70 mm, total length 3400 - 3700 mm, circumference: bottom - 530-550 mm, below the neck 300 to 350 mm, neck 180 to 200 mm, top 350 mmof make kepl khalsa 118 modern pentathlon 119 uipm laser pistols (shooting) (model - pp320exp laser pistol set)of make ecoaims 120 uipm laser target (shooting) (model - lt600 laser hit / miss target) of make ecoaims 121 fencing piste of make absolute fencing 122 fencing apparatus of make absolute fencing 123 pencak silat sports equipment 124 arena mattress (5 cm)(1 set of 92 green, 2 yellow, 3 red, 3 blue)of make indigenous 125 roll ball sports equipment 126 goalpost (size & design as per irbf guidelines) of make indigenous 127 rowing sports equipment 128 single scull boat imported (coastal boats) of make swift racing 129 double scull boat imported (coastal boats) of make swift racing 130 4 seat catamaran importedof make swift racing 131 catamaran obm 4 stroke 25hp of make rowing solutions 132 rugby sports equipment 133 rugby specific goal posts (set of 2 goal posts) 6 inch diameter, 20m height x 4 poles & 4 inch diameter, 6m height x 2 poles of make scrum 134 sqay martial arts sports equipment 135 arena of size 10 x 10 women (sqay arena mats) yellow & purple colour mats (total 100 pieces) of make haily 136 arena of size 12 x 12 men (sqay arena mats) yellow & purple colour mats (total 144 pieces)of make haily 137 table tennis sports equipment 138 table tennis tables - show court- black of make cosco 139 umpires tables of make cosco 140 taekwondo sports equipment 141 taekwondo mats (red & blue colour, 1m x 1m x 24mm thick, daedo or kwon or any wt approved mats) of make indigeous 142 weightlifting sports equipment 143 men bar with collar (warm up & training area) of make eleiko 144 women bar with collar (warm up & training area)of make eleiko 145 discs & plates (fop main stage) (1 set disc & plates in fop (main stage) will consist of 25 kg x 4, 20 kg x 2, 15 kg x 2, 10 kg x 2, 5 kg x 2, 2.5 kg x 2, 2 kg x 2, 1.5 kg x 2, 1 kg x 2, 0.5 kg x 2) of make eleiko 146 discs & plates (warm up & training area) (16 sets disc & plates inwarmup & training area will consist of 25 kg x 2, 20 kg x 2, 15 kg x 2, 10 kg x 2, 5 kg x 2, 2.5 kg x 2, 2 kg x 2, 1.5 kg x 2, 1 kg x 2, 0.5 kg x 2)of make eleiko 147 discs racks (warm up & training area)of make eleiko 148 powder standof make eleiko 149 resin trayof make eleiko 150 warmup & training platform(3 mts. x 3mts.)of make eleiko 151 wrestling sports equipment 152 wrestling mats of make taishan 153 wushu sports equipment 154 taolu arena of make taishan 155 for warm up area - kabaddi mats thickness 35mm,1m x 1m of make rxn 156 sanda arena of make taishan 157 for warm up area - judo mats thickness 40mm, 2m x 1m of make rxn 158 yachting sports equipment 159 rescue boats 4.5 meter rib (rigid inflatable boat), with 2000mm beam, 350mm draft (including appendages), 450mm dia. hypalon coated fabric collars of 1500gsm, 1670dtex material, with 5 airtight compartments, fitted with 40hp 4-stroke obm with manual tiller steering handle and capacity of 6 people. fuel capacity of 2 external tanks of 23-liter capacity each per boat cruising speed of 16 to 18 knots. the boat should be unsinkable when flooded and fully loaded and highly maneuverable, suiting rescue operations in seas.boat to be supplied with irs class certificate. accessories to be provided: 1no. boat repair kit, anchor with rope, 2 paddles, 1 set lifting slings. 1 bollard and 2 fairleads of make chougule fiberglass 160 jury boat 4700 mm long rib (rigid inflatable boat) with fiberglass hull, breadth of 2000mm, max draft of 450mm (including appendages), with 460mm dia. hypalon coated fabric of 1500gsm, 1670dtex, having 5 nos.foam-filled compartments, with single 60 hp 4-stroke obm fitted with remote control and steering system on a center console unit. fuel capacity of 2 external tanks of 23-liter capacity each per boat. cursing speed of 18-20 knot and a capacity of 6-8 people. the boat should be unsinkable when flooded and fully loaded and highly maneuverable.boat to be supplied with irs class certification. accessories to be provided: 1no. boat repair kit, anchor with rope, 2 paddles, 1 set lifting slings. 1 bollard and 2 fairleads of make chougule fiberglass

Co-operative

TRN :49028147 | 21 May, 2025

Tender Value : 0

Kaimganj - Uttar Pradesh

Tender for supply of vacuum filter repair spares , item , complete repairing of vaccum filter drum including reviting of decking plates with hydraulic test of size 8 ft x 16 ft. , brass zig-zag 2 ft long. , s.s. perforted screen having 625 holes per sq. inch aisa 304 of size 12 x 8 ft. , spray nozzle with socket. , copper revit , brass division strip 16 ft. long. , brass division strip 12 ft. long x 6 , s.s. winding strip 24 long. , s.s. screw 3/4 , s.s. strip for dacking plate. , soft lead , araldidte (1.800 kg. set) , s.s. strip for vaccum filter 8 ft. long. , hand scrap canvass belt 8 ply, 100 mm x 5x16ft.

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 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. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 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.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 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. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

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