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

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Government Departments

TRN :49019871 | 21 May, 2025

Tender Value : 8.47 Lacs

Agra - Uttar Pradesh

Tender for tender for repair work of zone-1 ward no. 16 ratanpura nagla vida community hall. - cleaning of the site for warkable etc. all complete. (non scheduled) 2 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (dsr 2023 sh-4.1.10 ) 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:4 (1 cement : 4 coarse sand) (dsr 2023 sh-6.4.1 ) 4 brick work 7 cm thick with common burnt clay f.p.s. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (dsr 2023 sh-6.8 ) 5 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,taircases and spiral stair cases above plinth level up to floor fiveevel, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(dsr 2023 sh-5.3 ) 6 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more(dsr 2023 sh-5.22.6) 7 centering and shuttering including strutting, propping etc. and removal of form work for :columns, piers, abutments, pillars, posts and struts(dsr 2023 sh-4.3.3 ) 8 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 9 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(dsr 2023 sh-10.1 ) 10 providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.fire retardant plywood conforming to is: 5509(dsr 2023 sh-9.126.2 ) 11 providing and fixing isi marked is:1341 m.s. pressed butt hinges bright finished with necessary screws etc. complete :)75x47x1.70 mm (dsr 2023 sh-9.55.3 ) 12 providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/ suede finish with high density protective surface layer and reverse side ofdhesive bonding quality conforming to is : 2046 type s including cost of adhesive of approved quality. 1.0 mm thick (dsr 2023 sh-9.127.2 ) 13 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre (dsr 2023 sh-13.41.1 ) 14 painting steel work with deluxe multi surface paint to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture(dsr 2023 sh-1021sub head : 13 finishing13.48.3 ) 15 providing & fixing white vitreous china water closet squatting pan (indian type) along with “s” or “p” trap including dismantling of old wc seat and “s” or “p” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of engineer-in charge. long pattern w.c pan of size 580x440 mm (dsr 2023 sh-14.80.1) 16 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require white vitreous china flat back wash basin size 450x 300 mm with single 15mm c.p. brass(dsr 2023 sh-17.7.7) 17 providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white pvc automatic flushing cistern, with fittings, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in c.p. brass) with waste fitting as per is: 2556, c.i. trap with outlet grating and other couplings in c.p. brass, including painting of fittings and cutting and making good the walls and floors wherever required(dsr 2023 sh-17.5.1 ) 18 providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white p.v.c. automatic flushing cistern, with fittings, standard size g.i./ pvc flush pipe for back and front flush with standard spreader pipes with fittings, g.i clamps and c.p. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required: single squatting plate with 5 litre p.v.c. automatic flushing cistern(dsr 2023 sh-17.6.1 ) 19 providing and laying flamed finish granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the engineer-in-charge :flamed finish granite stone slab jet black, cherry red, elite brown, cat eye or equivalent.(dsr 2023 sh-11.55.1 ) 20 providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to isi : 12701, colour of opaque white or as approved by engineer-in- charge. the rate includes making necessary holes for inlet, outlet & over flow pipes. the base support i/c fittings & fixtures for tank shall be paid separately 21 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge100 mm nominal size dia 22 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge150 mm nominal size dia 23 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one stepcpvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work - exposed on wall 15 mm nominal dia pipes 24 providing and fixing ptmt bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms 25 providing and fixing ptmt stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms) 26 mirror of superior make glass 60x45 cm 27 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size of tile 600x600 mm 28 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 29 supply and fixing of light fitting switch board. (none sheduled) 30 supply and fixing wiring of light point. (none sheduled) 31 s/l/j of 20mm dia pvc cunduct pipe etc. all complete. 32 supply & fixing of wiring sub main. 33 supply & fixing of plug point 15mm. 34 lettering & painting of wall etc. all complete. 35 supply & fixing of 27watt. cfl etc. all complete. 36 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtrm.207.34+30.42 every 50 additonal meter 37 stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.38.1 8mm thick (mirror polished and machine cut edge) 7.38.1.1 granite stone of any colour and shade 38 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 39 kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 40 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 41 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.) 42 stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (to be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :8.14.1 red sand stone - exposed face fine dressed with rough backingt 43 marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :raj nagar plain 44 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)(dsr 2023 sh-10.28 ) 45 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h) 46 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 47 sub total 48 add/deduction rs. for estimate figure amount match 49 grand total

State Government

TRN :49020462 | 15 May, 2025

Tender Value : 0

Akola - Maharashtra

Tender for rate call for ( non dsr) items preparing estimate of under honble balasaheb thackeray haridra research and traning centre,vasmat,dist.hingoli =2 providing & fixing on site 75 mm thick reflexology ( pebbles ) stone flooring etc complete 3 providing & laying of hdpe pond liner of 750 micron thickness as per manufacturer’s specification & instructions from engineer in charge etc. complete. 4 orientation signage pole :- providing & fixing of orientation signage pole made up of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), with the size of 12x4inner frame and 60mm dia for support structure made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. these frp pole is individually crafted) which usually require maintenance and care. the structure will be illuminated from within. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structural stability certificate will be given etc complete 5 identification signage pole :- providing & installation of identification signage pole made up of marine quality composite from 60mm dia for support structure {marine grade corrosion resistant & hydrocarbon solvent resistant) with all fittings fixture, hardwares , all as per design & drawings with all fittings, fixtures etc. complete , with the size of 6x1.5inner frame made of mild steel pipe od 60mm as the main support section is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. these frp pole is individually crafted) which usually require maintenance and care. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structural stability certificate will be given etc complete 6 directional signage -5m single arm frp pole with haldi banner and leaf (signage): the single arm pole shall be made of 68 mm dia with metal hot dipped galvanized pipe support inside the frp cladded pole. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of is:3601 or equivalent, hotdip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. these frp pole is individually crafted which usually require maintenance and care. pride suspended luminaire: 50 watt led suspended luminaire with height 450mm and width 500mm. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structural stability certificate will be given etc complete 7 directional signage post :-providing & fixing of directional signage post (signage) with 5ft height and 700mm wide post and 48 mm dia support pipe with frame having and metal frame to show the directional or location of certain area. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer incharge etc. complete on site. structural stability certificate will be givenv 8 haldi information post :- providing & fixing of haldi information post- farming (signage) with 5ft height and 700mm wide and 48 mm dia support pipe with frame having a metal frame work to be used for provided information regarding the harida haldi project and which type of haldi crop grown on the particular field. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. these frp pole is individually crafted) which usually require maintenance and care. item is also including installation with all fittings fixture, hardwares , scaffolding, all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structural stability certificate will be given etc complete. 9 pergolas type 1:- providing & fixing of type 1 pergolas with frp column 200mm x 200 mm in ms fabrication use in 88.2 od ms pipe 3 mm thickness. frp beam size 150 mm x 150 mm in ms fabrication 40 mm x 40 mm x 2 mm thickenss tube in framing. frp support for beam and column use in 75 mm x 75 mm x2 mm ms tube with frp cladding. frp thickness minimum 3 to 4 mm . column fittng in 12 mm x 150 mm anchor bolt in foundation. including installation machineries, scaffoldings, electricity, other site utilities in client scope. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. item is including installation with all fittings fixture, hardwares , scaffolding, all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structure stability certificate will be provided etc complete 10 pergolas type 2( for seating areas ):- providing & fixing of type 2 with frp column 200mm x 200 mm in ms fabrication use in 88.2 od ms pipe 3 mm thickness . frp beam size 150 mm x 150 mm in ms fabrication 40 mm x 40 mm x 2 mm thickness tube in framing. frp support for beam and column use in 75 mm x 75 mm x2 mm ms tube with frp cladding. frp thickness minimum 3 to 4 mm . column fitting in 12 mm x 150 mm anchor bolt in foundation. including installation machineries, scaffoldings, electricity, other site utilities in client scope. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. type 2 (for seating areas ). item is including installation with all fittings fixture, hardwares , scaffolding, all as per design & drawings & as per instructions from engineer in charge etc. complete on site. structure stability certificate will be provided etc complete. 11 providing & fixing of type 01 module ( with back rest) frp seating with pvc wooden panel (1.5m with wooden panel on top) bench should be made in combination of 80 mm dia and 40mm dia pipe marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant), 2.4m x 0.45m (module) the product should be an all weather proof & maintenance free with long design life. it should be self colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. 12 providing & fixing of type 02 module ( without back rest) frp seating with pvc wooden panel bench should be made in combination of 80 mm dia and 40mm dia pipe marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant), 2.4m x 0.45m (module) the product should be an all weather proof & maintenance free with long design life. it should be self coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life . item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. 13 providing & fixing of type 01 module ( with back rest) frp seating with pvc wooden panel (1.5m with wooden panel on top) bench should be made of 80 mm dia and 40mm dia pipe marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant), 2.4m x 0.45m (module) the product should be an all weather proof & maintenance free with long design life. it should be self colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. 14 providing & fixing of type 02 module ( without back rest) frp seating with pvc wooden panel (1.5m with wooden panel on top) bench should be made of 80 mm dia and 40mm dia pipe marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant), 2.4m x 0.45m (module) the product should be an all weather proof & maintenance free with long design life. it should be self colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. 15 dustbin frp dustbin should be made of marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant) all weather proof & maintenance free with long design life. the product should be 700 x 500 frp planter with basic design and 40 x 20mm sq. pipe to support the section of dustbin. it should be selfcolored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. the glass fiber reinforced polymer camouflage should be of thickness 3 to 4 mm average with sizes 2000x600 mm. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. 16 providing & placing at position type1 of 700mm x 305mm frp plantershould be made of marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant). the product should be 700 x 305 frp planter with basic design and all weather proof & maintenance free with long design life. it should be self-colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. the glass fiber reinforced polymer camouflage shall be of thickness 3 mm average. product should come with a 12 month warranty against any manufacturing defect etc complete 17 providing & placing at position type2 of 610 mm x 254 mm frp planterfrp planter should be made of marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant). the product should 610 x 254 frp planter with basic design and all weather proof & maintenance free with long design life. it should be self-colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. the glass fiber reinforced polymer camouflage should be of thickness 3 mm average. product should come with a 12 month warranty against any manufacturing defect etc complete 18 providing & placing at position type3 of 510 x 200 frp planter frp planter should be made of marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant). the product should 510 x 200 frp planter with basic design and all weather proof & maintenance free with long design life. it should be self-colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. the glass fiber reinforced polymer camouflage should be of thickness 3 mm average. product should come with a 12 month warranty against any manufacturing defect etc complete 19 tree grating:- providing & fixing of frp tree grating of size 1100 x 1100 x 25 mm frp material with various design options. made of marine quality composite (marine grade corrosion resistant & hydrocarbon solvent resistant), the product should be an all weather proof & maintenance free with long design life. it should be self-colored textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint, with long standing life. as per design & drawings with all fittings, fixtures etc. complete. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site.. 20 custom design, supply & installation /surfacing of epdm 6 mm & 19 mm rubber crumbs at site etc complete 21 providing & fixing of tumble twin with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 22 providing & fixing of animal mgr with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 23 providing & fixing of deluxe junior see saw with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 24 providing & fixing double post swing with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site etc complete 25 providing & fixing duck rider with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 26 providing & fixing fun walker single with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 27 providing & fixing step trainer with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 28 providing & fixing chest press double with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 29 providing & fixing shoulder press double with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 30 providing & fixing tai chi cum standing twister with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 31 providing & fixing leg press cum parallel bar with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 32 providing & fixing leg press cum seating twister with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site 33 providing & fixing of cobble stone of basalt 100 mm x 100 mm & 40 to 50mm thick etc complete 34 providing, fixing & installation of 18mm thick grc ( glass reinforcedconcrete ) of high quality iso grade upto 2.4 mtr height with 18mm grc chopped strands includingpure white cement , silica sand for finishingwith coating of sbr liquid or equivalent chemical for bonding work with all fittings, fixtures hardwares, wax polishing, caster, fitter, labour charges, scaffolding etc. complete as per design, drawings & manufacturer’s specification also as per instructions from engineer in charge etc. complete. sbr liquid will be used for bonding of various materials of the structure which also helps in waterproofing and adhesion giving it a long life durability specially multi dies will be made using cnc machine giving it a high precession for the design of the structure. material is made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant). its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life including structural stability certificationetc complete. 35 providing, fixing & installation of 4 mm thick frp ( fiber reinforced polymer) material high quality iso grade. frp material placed above grc of high quality iso grade material as per design, drawings & as per manufacturer’s specification & instructions from engineer in chargeincluding all hardener, fittings, fixtures, welder, patch work,labours charges, scaffolding etc. complete . the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life including structural stability certification etc complete. 36 providing & applying weather finish coating & lackering of 100microns to all surfaces of grc & frp with all rubbing, finishingwith all equipments, labours, scaffolding all as per design, specification & instructions from engineer in charge etc. complete 37 waterproofing cum insulation composite system:-cleaning the surface to make it dust free andsludge free, removing any extended portions by grinding and if required using suitable equipment’s and should be totally dry & have proper slope for free flow of water preparing the surface by spray applying a coat of bitumen primer @0.25-0.35kg/square metre over the entire dust free surface. providing and applying single layer of ultraplast b app- 4mm (atactic polypropylene polymer) modified water proofing membrane reinforced with non-woven polyester matt 160+20 g/m2 having polymer film as a top surface. minimum tensile strength in longitudinal and transverse direction as 750n +150 / 600n +120/5cm (astm d 5147). minimum nail shank tear resistance in longitudinal and transverse direction as 300/300n + 100 n (astm d 4073) elongation in longitudinal and transverse direction 40+8% / 45+9%. softening point of membrane not less than 150 + 5 degree celsius consisting of a coat of technonicol bitumen primer no 01 primer @ 0.25- 0.35 ltr./sq.mtr with a relative viscosity of 15-40 s,. over the primer coat, the layer of membrane shall be laid using butane / lpg torch and sealing all joints with minimum 75 mm side laps & 100 mm end laps to form a monolithic system. the laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane etc complete. 38 providing and laying leed certified carbon prof 300 extruded polystyrene 50mm thick having thermal conductivity of 0.028 w/mk (astm c 177) with compressive strength of > 300 kpa (astm d 1621 en 826) and density of 30-35 kg/m3. long term water immersion astm c 272 (en12087) < 0.7% over the waterproofing membrane having shiplap arrangement. work shall be done through the authorized applicator of the manufacturer of the insulation boardetc complete. 39 prviding & fixing glassreinforced concrete (grc)25mm jali as per deign & details etc completed. 40 providing and fixing heavy gauge galvinsed iron 50”fan with autoopening 10shutters, drop hamper exhaust fan systems with 6 no.ss blades with low noise , cfm:-25890, auto opening shutters damper type 415v,50hz, 1.5hp motor, 3hp with fitting etc complete.cellulose cooling pad 1200mmx600mmx100mmt one pad contain area of 1 0 sqft, leading kit with pipeline upto frame,- bypass, filter flush system etc.6”aluminum frame for the above coolingpads with top water distribution and bottom gutter, aluminum 41 providing & fixing air circulation fans 7 blades ss aluminum powder coated of model gtacf-40-70, size of d320mmxh400, 50hz , 1400 rpm, 220v, 120w, single phase, 70 ft airflow etccomplete. 42 automatictemp humidity controller- providing & fixing microprocessor based temp & humidity controller excluding moisture sensors, electrical control panel for fan,cooling pad, pump, mcb, contractor, olr, auto manual switching on/of fswitches ip55 cabinet, electrical cable 1 .5sqmm 4core for fans and pads,sensor cable 4core 0.5square mm etc complete. 43 providing & fixing controller - plc & hmi based control, drip valves control -2 nos,dosing valves control- 3nos ( a-b,c-acid), filling pump, system pump, air pump control, mixing valve control, phase missing prevention, over current prevention control, operation modes: auto -manual-bypass. 44 providing & fixing dosing unit includes dosing channels - 3nos @400lph with flow indicatiors & regulators, dosing valves - 3 nos (a-b,c-acid ), system pump - 30klph@35m head- ss 316 grade, dosing line filters-3nos 45 providing & fixing flow sensor of 3” as per design & drawing etc complete. 46 providing & fixing regenerative air blower-385cfm for 2 stocks mixing as per design & drawing etc complete. 47 providing & fixing solenoid valvesof 2” as per design & drawing etc complete. 48 providing & fixing exhaust fans -1.5hp 3phase- 16 nos4 controls ( each control 4 fans) pad pump - 3hp, 3phase- 1no fogging pump-5hp- 1no acf- 0.5hp- 1phase- 32nos - 1 control (3 phase load distribution) temperature sensor - 1no etc complete. 49 providing & fixing pressure release valves of 2” as per design & drawing etc complete. 50 providing & fixing total galvinsed iron structure of column pipes, profile, zig-zag spring, locking, perlins, tie bar, cross, gutter purlin, hockey , hockey memeber, hockey runner, nagarpatta, galvinsed gutter sheet, l, f brcackets, clamps, bolts , nuts, self drilling screw, spring, sliding pulley, netring, curtain clamps, door cup, handle, fiber door, hole pass. above all incudes, complete structure- erection, fixing etc complete. 51 poviding & fixingpoly film, 50% shade net, 30% side net with 6.5m center height,d rain out, israel make ginegar diffuse 200micron. above all incudes, making foundation, completestructure- erection, fixing etc complete. 52 providing & fixing high-tech irrigation system including inline drip lateral, inside main and sub main pvc pipes, fogger system, sand filter, disc-filter, ventury system with instillation & testing. 3024 sqm etc complete. 53 providing &fixingweed control mat 3000 sq mtr 120 gsm as per design & drawing etc completed. 54 providing &fixingplastic trough20:50:20500 micron 6000 running mtr etc complete. 55 providing & supplying low electrical conductivity coco-peat as instructed etc complete. 56 constructing stormwater channel with (random rubble masonary) rrm stone masonry in cement mortar 1:5foundation concrete 1:3:6 mix, raking rrm joints and cement grouting as perstandard design including excavation refilling anddisposalof surplus earth, providing and securely fixing ci frame in rrm and ci grating (heavy duty) etc. complete. (ci grating and frame make: neco or equivalent) 300mm wide channel, 300mm deep at start with 1:200 slope, heavy duty ci grating and frame etc complete 57 constructing stormwater channel with (random rubble masonary) rrm stone masonry in cement mortar 1:5foundation concrete 1:3:6 mix, raking rrm joints and cement grouting as perstandard design including excavation refilling anddisposalof surplus earth, providing and securely fixing ci frame in rrm and ci grating (heavy duty) etc. complete. (ci grating and frame make: neco or equivalent) 600mm wide channel, 300mm deep at start with 1:200 slope, heavy duty ci grating and frame etc complete 58 constructing stormwater channel with (random rubble masonary) rrm stone masonry in cement mortar 1:5foundation concrete 1:3:6 mix, raking rrm joints and cement grouting as perstandard design including excavation refilling anddisposalof surplus earth, providing and securely fixing ci frame in rrm and ci grating (heavy duty) etc. complete. (ci grating and frame make: neco or equivalent) 900mm wide channel, 300mm deep at start with 1:200 slope, heavy duty ci grating and frame etc complete 59 constructing stormwater channel with (random rubble masonary) rrm stone masonry in cement mortar 1:5foundation concrete 1:3:6 mix, raking rrm joints and cement grouting as perstandard design including excavation refilling anddisposalof surplus earth, providing and securely fixing ci frame in rrm and ci grating (heavy duty) etc. complete. (ci grating and frame make: neco or equivalent) 1200mm wide channel, 300mm deep at start with 1:200 slope, heavy duty ci grating and frameetc complete 60 supply, installation, testing, and commissioning of the electrical trench, with dimensions of 1300mm length, 1300mm width, and 1300mm depth, which includes a cover at every 15-meter interval, and also includes all necessary civil work to complete the electrical trenchetc complete 61 providing and fixing of ‘seamless gloss’ tiles of himalyan acoustics / baux / baswa or equivalent20mm thick with square edge made of gloss base panel (non-magnisite) with wood fibre 1mm width cement composites covered with acoustically transparent absorptive microfibers on the front side pasted on site with sprayable glue and colour as per the choice of the architect/ person in charge with seamless finish. has excellent noise absorption of 0.85 nrc as per iso: 354-1985 and astm 423-90 a, stc of 47 as per astm e90/413 for 25mm, density 400 kg/ m3, meets stringent fire ratings astm d- 876 and bs:476 , weather resistance as per is 3308, thermal insulation as per is:3346-1980 with relative humidity of 90% rh at 60o celcius(140o farenhite) for 15 days= no deterioration. conforms to en 131682001 and are rohs complaint and anti-bacterial test as per jis-z2801-2010.to be installed on g.i studs 600x600mm centre to centre 2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving it high strength, hot dipped galvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life with a backing of 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002 for excellent results( ceiling absorption nrc 0.85) etccomplete. 62 providing fibrette doodle 20 ceiling tiles of himalyan acoustics / baux / baswa or equivalent made of wood fibre cement composites with an option of colours as per the choice of the architect/ person in charge of size 1200 x 600 mm highly recommend for walls / ceilings. has excellent noise absorption of 1 nrc as per iso: 354-1985 and astm 423-90 a, density 400 kg/ m3, meets stringent fire ratings astmd-876 and fire class -1 and class p-not easily ignitable as per bs-476-part 5,6,7, weather resistance as per is 3308, thermal insulation as per is:3346-1980 with relative humidity of 90% rh at 60° celsius (140° fahrenheit) for 15 days= no deterioration. tested as per en 131682001 and are rohs complaint. to be installed on g.i studs 600x600mm centre to centre2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving it high strength, hot dippedgalvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life witha backing of himalyan acoustics 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002 for excellent results(ceiling absorption nrc 1 ) etc complete 63 providing and fixing of ‘seamless gloss’ tilesof himalyan acoustics / baux / baswa or equivalent wth 20 mm thick with square edge made of gloss base panel (non-magnisite) with wood fibre 1mm width cement composites covered with acoustically transparent absorptive microfibers on the front side pasted on site with sprayable glue and colour as per the choice of the architect/ person in charge with seamless finish. has excellent noise absorption of 0.85 nrc as per iso: 354-1985 and astm 423-90 a, stc of 47 as per astm e90/413 for 25mm, density 400 kg/ m3, meets stringent fire ratings astm d- 876 and bs:476 , weather resistance as per is 3308, thermal insulation as per is:3346-1980 with relative humidity of 90% rh at 60o celcius(140o farenhite) for 15 days= no deterioration. conforms to en 131682001 and are rohs complaint and anti-bacterial test as per jis-z2801-2010.to be installed on g.i studs 600x600mm centre to centre 2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving it high strength, hot dipped galvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life with a backing of 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002 for excellent results (ceiling absorption nrc 0.9 )etc complete. 64 providing wooden micro perforated fr grades 600x600 / 600x1200 16mm made of mdf backed with acouscal fleece providing sound absorpon of abs. coeff. 0.92 @125hz as per (equivalent to iso: 354-1985 & astm 423-90).to be installed with hidden aluminium profile conforms to aluminium alloy 6063-t6.temper as per bs:1474-1987. the density per panel is 750-800 kg/m3. these panel are made from acouscal fibreboard with linear perforaons for excellent uniformity. the perpendicular holes areavailable on the panel. wooden micro perforated can be installed on g.i studs 600x600mm centre to centre 2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving it high strength, hot dipped galvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life with a backing of 50mm thick,1000 gsm acousc wool tested as per fire retardant astmd 635- 1991/insulation and is 15061-2002 for excellent result wall treatment upto 8ft height etc completeof himalyan acoustics / baux / baswa or equivalent etc complete. 65 providing and fixing ‘aphony cortex’ splendortiles made of wood fibre 1mm widthcement composites 25 mm thick (non magnesite bonded) and covered with acoustically transparent woven fabric on the front side, with an option of colours as per the choice of the architect/ person in charge of size 1200x600/ 600x600 mm.providing sound absorption of 1 nrc as per iso:354-1985 and astm 423-90 a, stc of 49 as per astm e90/413 meets the stringent fire ratings astmd- 876 and bs:476, weather resistant as per is 3308 thermal conditivity result 45 w/m2/kas per is:3346-1980. conforms to en 131682001.to be installed with pvc h profile on g.i studs600x600mm centre to centre 2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving ithigh strength, hot dipped galvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life with a backing of himalyan acoustics. 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002 thermal conductivity test , w/mk , as per astm c 518 test result ( sc-6490) -0.03312for excellent results.wall absorption nrc 1 etc complete. 66 providing fibrette doodle 25mm walls himalyan acoustics / baux / baswatiles made of wood fibre cement composites with an option of colours as per the choice of the architect/ person in charge of size 1200 x 600 mm highly recommend for walls / ceilings. has excellent noise absorption of 1 nrc as per iso: 354-1985 and astm 423-90 a, density 400 kg/ m3, meets stringent fire ratings astmd-876 and fire class -1 and class p-not easily ignitable as per bs-476-part 5,6,7, weather resistance as per is 3308, thermal insulation as per is:3346-1980 with relative humidity of 90% rh at 60° celsius (140° fahrenheit) for 15 days= no deterioration. tested as per en 131682001 and are rohs complaint. to be installed on g.i studs 600x600mm centre to centre2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving it high strength, hot dippedgalvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life witha backing of himalyan acoustics 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002 for excellent results wall absorption nrc 1 etc complete. 67 providing and fixing ‘aphony fibril’ tiles20 mm with himalyan acoustics / baux / baswa or equivalenttaper edge made of compressed wood fibre made with (non-magnesite bonded) inorganic compound with mat blackcolour of size 600x1200/600x600mm. has excellent noise absorption of 0.70 nrc as per iso: 354-1985 and astm 423-90 a, stc of 48 as per astm 90/413 density 650-750 kg/ m3, meets stringent fire ratings astm d- 876 and bs:476 , tested as per astm c 367-99 to be installed on g.i studs 600x600mm centre to centre 2400mm x 50mm web thickness 0.5mm, flanges 15 & 50mm fully knurled giving ithigh strength, hot dipped galvanized steel with 120gsm zinc coating specially designed for acoustic vibration management and long life with a backing of himalyan acoustics. 50mm thick,1000 gsm absorb wool tested as per fire retardant astmd 635-1991/insulation and is 15061-2002for excellent results.make etc complete. 68 providingfloor carpet ofhimalyan acoustics / baux / baswa or equivalent with specification : weight :875 dynamic loading ( bs 4052)nominal thickness ( mm): 4.00color fastness tested as per.is 5641wash ( is 11969)light ( is 0686)flammability test ( is 5641) etc complete. 69 providing and fixing of acoustic door ofhimalyan acoustics / topakustik / baswa or equivalent of 56 mm having an stc rating upto 59.6 @ 100 hz as per iso:140/astm90/413. the door will be filled with high acoustic materials of 2 layers of 8 mm water proof acoustic ply with dampner sheet, 2 layers of 10mm thick absorb wool 300 gsm, sound dampner 12mm 1218x1218 mm made of 10 mm compressed wood cement composites 1250kg/m3 and 2mm dampner sheet 37 stc as per iso 140 (part-iii) - 1995. final finish with teak ply 4mm thick interior and exterior side. door frame will be made of teak wood teak wood/ engineered wood. frame on all four sides or three sides frame and drop seal below will be provided along with the door. high load bearing hinges will be provided along. fr tested as per is:3614 (pt. ii) & bs: 476-(pt.20 & 22). 70 providing and fixing of teak wooden flooring of himalyan acoustics / baux / baswa or equivalent of20mm thickness with polish. teak wooden flooring with tongue and groove system with size 510x90x20mm. termite treated seasoned. to be installed on ply board 16mm.floor polish charges included etc complete. 71 supply & installation of auditorium tip-up chairs:seat to be mounted on center pedestal 75mm x 100mm mounted on ms plate 200mm x 200mm x 6mm thickness. seat & contoured back made in cold injection moulded pu foam of density of 60kg/m3 and 46kg/m3 respectively over metal structure.19 0colored cushion (fabric colour to clients choice) with removable seat cover.seat and backrest frames are made out of metal frame structure black powder coated.upholstered back to with multi angle adjustable mechanism upto 30 degrees inclination.counterweight silent/noiseless tip up seat mechanism, seat shall be able to be removed easily for cleaning and maintenance without the need of any tools. solid armrests laminate finished (wooden appearance) seat number in oval acrylic and row number in metal plate, with provision for wiring to put led illumination. strength & durability of seat to comply to en12727: 2016 for level 4 load test.fire resistance to meet bs5852 & bs 7176warranty 5 years. price inclusive of transportation with all leads and lifts etc, complete. 72 statue- balasaheb thakreproviding statue of 15 ft height in 1st quality fiber material with metal armature (jindal). with internal structure pipe 100mm dia pipe welded together with support pipe in between and arm also with the same pipe of size 1mtr-0.5 mtr the overall height would be 3.5mt from ground. item is including installation with all fittings fixture, hardwares , scaffolding, all as per design & drawings & as per instructions from engineer in charge etc. complete on site. material made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. structural stability certificate will be given. 73 sculpture-1 man sitting providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care. 74 sculpture 2 man with hammer sculpture providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care. 75 sculpture 3 women standing- sculpture providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care 76 sculpture 4 buffalo- sculpture providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care. 77 sculpture-5:- man with calf and calf sculpture -providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care. 78 sculpture-6:- man standing sculpture providing & fixing made of frp material as per 3 to 5 ft heights as per design & drawings with combination of 48 mm and 26mm dia pipe and cage work made up of metal path with 20-25 thickness width made of metal support inside and above marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. item is including installation with all fittings fixture, hardwares , all as per design & drawings & as per instructions from engineer in charge etc. complete on site. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5 viscosity aliphatic paint. with long standing life. require maintenance and care. 79 selfie point i love haldi providing & fixing of 2.8m x 2.8 m with height of 2.8m. frp kiosk. made of frp material with dark wood finish. frp dustbin included in the kiosk. made of marine quality composite {marine grade corrosion resistant & hydrocarbon solvent resistant), inner frame made of mild steel pipe is:3601 or equivalent, hot-dip galvanized 60 microns, post fabrication. its reinforced with glass fibre cs 1040 450gsm e glass matt with a density of 450g/m2 & 300gsm emulsion chopped strand matt with a density of 300g/m2. the product is an all weather proof & maintenance free with long design life. its self-coloured textured surface finish with scratch resistant, aliphatic grade u.v. stabilized pu paint with uv stable polyurethane 120 s+/-5viscosity aliphatic paint. with long standing life. item is including placing, installation with all fittings, fixture, hardwares , all as per design, drawings & as per instructions from engineer in charge etc. complete on site.

corporations/Associations/Others

TRN :49024378 | 10 May, 2025

Tender Value : 7.20 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 38-construction of mokshdham at gram chakothi block- chakothi - boring of 25cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in b.c. soil with hand operated auger machine 2 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in piles grade beam excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 3 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in columns excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 4 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete 5 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete in super structure 6 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in lintel t-beam, slab excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. lintel 7 m.s. work in r.c.c. incluing supply of steel its wastage and hooks and authorised overlap 8 earth work in filling by cartage of earth from 1.00km by tractor trolly. 9 12mm thick plaster work in 1:4cement and fine sand mortor 10 coarse sandfilling under floor 11 laying of pcc in 1:6:12 cement ,sand and 40mm stone ballast in base concrete 12 laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 13 p/applying white cemnent based putty of avg. thickness 1mm of appd. brand over the plastered wall surface to prepare to surface even and smooth 14 finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm 15 12 mm thick plaster in 1:2 cement and coarse sand mortor over slab 16 site clearence before and after completion the work 17 imformation board + photography 18 installation of hand pump 19 tranpotation of handpump material and t&p from divi. store to site of work 20 hiring charge of necessary t&p and equipment requried for instalation of handpump cutter , wire rope lamps wooden planks ,loading arrengment for palm and presser for com. days including excavation of pit and water etc. complete 21 p/ of india mark hand pump machine and pipe etc 22 standerd deepwell hand pump machine complete 23 140mm pvc pipe 8kg per sqm 24 p/ o 32mm diameter gi pipe b class all completion 25 to make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. i/c 26 0-30m 27 31-50 28 51-60 29 s/f of end cap 110 mm dia required including all material labour t&p 30 s/f of nylon meshrequired including all material labour t&p 31 preparation of assembly as per eng. i/c and lowering of assembly consisting of110mm dia pvc pipe 6kg/sqcm, 1 kg /sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . 32 0-45m 33 45- above bgl 34 s/filling coarse sand arround stainer ( up to 3 mtr. from the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour t&p 35 lowring of 32mm dia gi pipe with ets cutting , threding etc. com. 36 development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour t&p etc. com. and installation of india marka ii hndpump (padestal) its position and its centering 37 disaffection by chlorination work of development work of after handpump installation after devlopment including supply of all chemicals required. 38 const. of pcc plateform in 1:2:4 of size 1.85 mtr. dia as deparmental type design for india marka handpumpe 39 const. of pccdrain in 1:2:4as deparmental type design complete 40 embossing on pedestal as per direction of eng.i/c 41 provision for testing of water sample in district water qlty.lab of newly installed handpumpe

Government Departments

TRN :49026423 | 01 Jan, 0001

Tender Value : 0

Hazira - Gujarat

Tender for tender for structure dismentaling work at pwh_crm1 2000167357 10 10 10 dismantling of structure 200 to email : hitesh.prajapati@amns.in contact : name : hitesh prajapati item details : * scope of work for vendor: -dismantling existing structures as per requirement. -tools, tackles, grinding m/c etc. -supply of manpower with proper ppes -welding m/c, cutting set, cylinders. -consumables like welding electrodes, grinding wheels. -supervisor in contractor scope -job to be done as per instructions by line in-charge only. * scope of work- amns:- - essentials like electricity, water etc. - crane and hydra will be provided if required. - scaffolding or man lifter will be provided if required. - vehicle will be provided for scrap loading and disposal work. - specific penalty for safety violation and non-performance by vendor. specific penalty for nonperformance by vendor and must be cardinally measured. amns safety rule and regulation as per company policy: • all the persons working at height for exhaust pipe dismantling job should be healthy and medically fit and must be certified by the hospital(cnh). • all the workers have authorized work at height valid pass. • work should be started only after taking authorized work permit. • toolbox talk must be delivery before starting the job on daily basic. • use certified portable hand electric machine. • use certified lifting tools <(>&<)> tackles <(>&<)> it should be check before every use. • the person who is working at height should wear certified double lanyard full body harness (safety belt) <(>&<)> locked safety belt (both clamp) with lifeline. anchoring point must be check before every use. • use only certified two lanyards connected in a y configuration, which allows one lanyard to be attached to an anchor point while the second lanyard is being moved to a new anchor point, thus providing protection from falls at all times. • ensure that all persons are wearing safety helmet, safety shoe, safety goggles, face shield and cut resistance hand gloves, full body shock absorber double lanyard safety harness (for jobs above 4 metre height) / for job bellow 4 metre height full body double lanyard safety harness without shock absorber to be used. • work should be carried out in close supervision of competent supervisor. • the working at height job should be allowed in daytime only • while handling or shifting job of dismantle exhaust pipes with crane ensure that certified lifting belt are used <(>&<)> check the belt condition before every use. ensure exhaust pipes are lift in horizontal balance load condition <(>&<)> ensure guide rope are properly tied with bundles. • while fabrication activity ensure crane movement. crane movement must be restricted at working area when ever needed <(>&<)> for that working area must be barricade with danger tape <(>&<)> also manual stopper to be provided on both side of crane rail track minimum 8 meter away from page 2 of 2 arcelormittal nippon steel india pvt ltd am/ns hazira plant 27th km, surat-hazira road,,hazira,394270,gujarat,india gstin 24aaace1741p1zn pan aaace1741p cin u27100gj1976ftc013787 request for quotation number 6000133471 date 05.05.2025 submission date 13.05.2025 coll req no amns deals with oems directly. we are very well equipped in every way to import / buy our goods directly from oems from any part of the world in a professional manner. we also use the vast global networks of our parent companies where necessary. we do not welcome any contact from intermediaries or indian agents of vendors. we assure all oems that you do not need to engage anyone to manage your transactions with us.kindly respond to our rfqs and deal with our officials directly without involving any agents or intermediaries. offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. contact for this rfq mr. venkat sai taneeru contact email venkat.taneeru@amns.in materials / services please acknowledge receipt of the rfq and provide your best quote for below given rfq details. sr. no pr no. pr item rfq item services for line item quantity uom technical details other details working area. • while fabrication activity near dsl side, ensure dsl power supply must be cut off <(>&<)> for that lototo must be taken for isolation of dsl power supply. • while fabrication activity ensure that ground area should be barricade with danger tape to avoid unauthorized entry in work area • while scaffolding needed for work ensure that it must be certified <(>&<)> also ensure crane movement <(>&<)> if required crane movement must be restricted at scaffolding area. • the working area need to be cleaned to avoid the slipping hazards. • ensure gas cutting spark should not be fall on any electrical wires, trench cover <(>&<)> on any flammable material for that all wires /trench cover must be cover with fire blanket <(>&<)> all flammable materials should be removed from work area before starting the job. • ensure highly flammable material should not be store near working area <(>&<)> if any it should be removed immediately before starting the job. • always carry fe near workplace. • never transport cylinders with regulators and hose attached unless a proper trolley or carrier is used with locking chains. • ensure loose cylinder should not be kept at shop floor. • no oxygen or acetylene gas shall be used for pressure testing purpose. • no oxygen or acetylene gas shall be used for cleaning purposes. • always use red hose for acetylene and blue / black for oxygen, be careful to see they are never interchange. sop no:- amnsil/crm/pwh/19/sop/05 hirac no:- amnsil/crm/pwh/16.7/hirac/39

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

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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