tender for strengthening of rrdca-krishi vigan kendra-ii, sitapur (u.p.) - strengthening of rrdca-krishi vigan kendra-ii, sitapur (u.p.) 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means 3 all kinds of soil. 4 providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - all work up to plinth 5 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 6 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 7 250 mm dia. r.c.c. pipe 8 dag belling 15c.m. (6) deep in one line aligned with flag and jhandies as directed by engineer -in-charge 9 cost of plantation around plant 10 site information and board 11 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 12 all kinds of soil 13 providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - all work up to plinth 14 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 15 providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - all work up to plinth level : 16 1:1.5:3(1 cement: 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 17 reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 18 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) 19 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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). 20 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 21 thermo-mechanically treatedbars of gradefe-500d or more. 22 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 23 thermo-mechanically treatedbars of gradefe-500d or more. 24 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 25 as per excavation qty 26 excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 27 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 28 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 29 treatmentofsoilunderexistingfloorsusingchemical 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: 30 with chlorpyriphos/lindane e.c. 20% with 1% concentration 31 centering and shuttering including strutting, propping etc. and removal of form for 32 foundations,footings,basesof columns,etc.formass concrete 33 lintels,beams,plinthbeams,girders,bressumersand cantilevers 34 columns, pillars, piers, abutments, posts and struts 35 suspended floors,roofs,landings,balconies and access platform 36 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 37 cement mortar 1:6(1 cement :6 coarse sand) 38 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 : 39 cement mortar 1:6(1 cement : 6 coarse sand) 40 6 mm cement plaster of mix: 41 1:3(1 cement :3 fine sand) 42 12 mm cement plaster of mix: 43 1:6 (1 cement: 6 coarse sand) 44 15 mm cement plaster on rough side of single or half brick wall of mix: 45 1:6(1 cement: 6 coarse sand) 46 colour washing such as green, blue or buf to give an even shade: 47 new work (two or more coats) witha base coat of white washing with lime 48 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: 49 new work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having voc content less than 50 gram/litre 50 finishing walls with water proofing cement paint of required shade: 51 new work (two or more coats applied @ 3.84 kg/10 sqm) 52 providing & 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. 53 cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 54 40 mm thick with 20 mm nominal size stone aggregate 55 cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 56 18 mm thick 57 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 58 electric resistance or induction butt welded tubes 59 providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby engineer-in-charge. the sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 60 providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 gram per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 61 ridges plain (500- 600mm) 62 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. 63 ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 64 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 65 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 66 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame 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.). 67 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 68 4.0 mm thick glass panes 69 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 - part 1 and m.s. top cover of required thickness for rolling shutters. 70 80x1.25 mm m.s. laths with 1.25 mm thick top cover 71 providing and fixing ball bearing for rolling shutters. 72 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 73 all kinds of soil 74 providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - all work up to plinth 75 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 76 providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - all work up to plinth level : 77 1:1.5:3(1 cement: 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 78 reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 79 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) 80 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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). 81 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 82 thermo-mechanically treatedbars of gradefe-500d or more. 83 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 84 thermo-mechanically treatedbars of gradefe-500d or more. 85 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 86 as per excavation qty 87 excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 88 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 89 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 90 treatmentofsoilunderexistingfloorsusingchemical 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: 91 with chlorpyriphos/lindane e.c. 20% with 1% concentration 92 centering and shuttering including strutting, propping etc. and removal of form for 93 foundations,footings,basesof columns,etc.formass concrete 94 lintels,beams,plinthbeams,girders,bressumersand cantilevers 95 columns, pillars, piers, abutments, posts and struts 96 suspended floors,roofs,landings,balconies and access platform 97 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 98 cement mortar 1:6(1 cement :6 coarse sand) 99 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 : 100 cement mortar 1:6(1 cement : 6 coarse sand) 101 6 mm cement plaster of mix: 102 1:3(1 cement :3 fine sand) 103 12 mm cement plaster of mix: 104 1:6 (1 cement: 6 coarse sand) 105 15 mm cement plaster on rough side of single or half brick wall of mix: 106 1:6(1 cement: 6 coarse sand) 107 colour washing such as green, blue or buf to give an even shade: 108 new work (two or more coats) witha base coat of white washing with lime 109 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: 110 new work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having voc content less than 50 gram/litre 111 finishing walls with water proofing cement paint of required shade: 112 new work (two or more coats applied @ 3.84 kg/10 sqm) 113 providing & 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. 114 cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 115 40 mm thick with 20 mm nominal size stone aggregate 116 cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 117 18 mm thick 118 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. 119 ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 120 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 121 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 122 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 123 4.0 mm thick glass panes 124 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 - part 1 and m.s. top cover of required thickness for rolling shutters. 125 80x1.25 mm m.s. laths with 1.25 mm thick top cover 126 providing and fixing ball bearing for rolling shutters. 127 providing and fixing isi marked flush door shutters conforming to is : 2202(parti)non-decorative type,core of blockboardconstruction 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: 128 35 mm thick including isi marked stainless steel butt hinges with necessary screws 129 providing and fixing t-iron frames for doors, windows and ventilators of mildsteel tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 130 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c.1:3:6 (1cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). 131 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. 132 twin rubber stopper 133 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 : 134 250x10 mm 135 providing and fixing aluminium sliding door bolts, isi marked anodised (anodic coating not less than grade ac 10 as per is: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 136 300x16 mm 137 250x16 mm 138 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 : 139 125 mm 140 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 141 all kinds of soil 142 providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - all work up to plinth 143 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 144 all kinds of soil. 145 providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - all work up to plinth level : 146 1:1.5:3(1 cement: 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 147 reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 148 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) 149 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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). 150 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 151 thermo-mechanically treatedbars of gradefe-500d or more. 152 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 153 thermo-mechanically treatedbars of gradefe-500d or more. 154 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 155 as per excavation qty 156 excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 157 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 158 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 159 treatmentofsoilunderexistingfloorsusingchemical 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: 160 with chlorpyriphos/lindane e.c. 20% with 1% concentration 161 centering and shuttering including strutting, propping etc. and removal of form for 162 foundations,footings,basesof columns,etc.formass concrete 163 lintels,beams,plinthbeams,girders,bressumersand cantilevers 164 columns, pillars, piers, abutments, posts and struts 165 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 166 cement mortar 1:6(1 cement :6 coarse sand) 167 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 : 168 cement mortar 1:6(1 cement : 6 coarse sand) 169 6 mm cement plaster of mix: 170 1:3(1 cement :3 fine sand) 171 12 mm cement plaster of mix: 172 1:6 (1 cement: 6 coarse sand) 173 15 mm cement plaster on rough side of single or half brick wall of mix: 174 1:6(1 cement: 6 coarse sand) 175 colour washing such as green, blue or buf to give an even shade: 176 new work (two or more coats) witha base coat of white washing with lime 177 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: 178 new work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having voc content less than 50 gram/litre 179 finishing walls with water proofing cement paint of required shade: 180 new work (two or more coats applied @ 3.84 kg/10 sqm) 181 providing & 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. 182 cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 183 40 mm thick with 20 mm nominal size stone aggregate 184 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 185 electric resistance or induction butt welded tubes 186 providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby engineer-in-charge. the sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 187 providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 gram per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 188 ridges plain (500- 600mm) 189 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. 190 ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 191 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 192 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 193 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame 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.). 194 earth work in surface excavationnot exceeding 30 cm in depthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by engineer-in- charge: 195 all kinds of soil 196 extraforcompactionofearthworkinembankmentunderoptimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 197 supplying and stacking at site. 198 good earth 199 supplying and stacking at site. 200 90 mm to 45 mm size stone aggregate 201 63 mm to 45 mm size stone aggregate 202 53 mm to 22.4 mm size stone aggregate 203 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 204 construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to is:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of engineer-in- charge. 205 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer- in-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).note:- cement content considered in m-30 is @ 340 kg/cum. excess/ less cement used as per design mix is payable/ recoverable separately. 206 cement concrete prepared with batch mixing machine 207 providing and fixing pre-moulded joint filler in expansion joints of rcc roads / cc pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the engineer-in-charge. (pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to is:1838 for fibre board and is: 1834 for hot sealing bitumen compound grade a.) 208 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 209 all kinds of soil. 210 providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - all work up to plinth 211 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 212 all kinds of soil. 213 providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - all work up to plinth level : 214 1:1.5:3(1 cement: 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 215 reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 216 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) 217 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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). 218 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 219 thermo-mechanically treatedbars of gradefe-500d or more. 220 steelreinforcement forr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 221 thermo-mechanically treatedbars of gradefe-500d or more. 222 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 223 as per excavation qty 224 excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 225 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 226 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 227 treatmentofsoilunderexistingfloorsusingchemical 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: 228 with chlorpyriphos/lindane e.c. 20% with 1% concentration 229 centering and shuttering including strutting, propping etc. and removal of form for 230 foundations,footings,basesof columns,etc.formass concrete 231 lintels,beams,plinthbeams,girders,bressumersand cantilevers 232 columns, pillars, piers, abutments, posts and struts 233 suspended floors,roofs,landings,balconies and access platform 234 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 235 cement mortar 1:6(1 cement :6 coarse sand) 236 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 : 237 cement mortar 1:6(1 cement : 6 coarse sand) 238 6 mm cement plaster of mix: 239 1:3(1 cement :3 fine sand) 240 12 mm cement plaster of mix: 241 1:6 (1 cement: 6 coarse sand) 242 15 mm cement plaster on rough side of single or half brick wall of mix: 243 1:6(1 cement: 6 coarse sand) 244 add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. 245 colour washing such as green, blue or buf to give an even shade: 246 new work (two or more coats) witha base coat of white washing with lime 247 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: 248 new work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having voc content less than 50 gram/litre 249 finishing walls with water proofing cement paint of required shade: 250 new work (two or more coats applied @ 3.84 kg/10 sqm) 251 providing & 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. 252 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. 253 ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 254 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 255 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 256 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame 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.). 257 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 258 4.0 mm thick glass panes 259 providing and fixing isi marked flush door shutters conforming to is : 2202(parti)non-decorative type,core of blockboardconstruction 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: 260 35 mm thick including isi marked stainless steel butt hinges with necessary screws 261 providing and fixing t-iron frames for doors, windows and ventilators of mildsteel tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 262 fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c.1:3:6 (1cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). 263 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. 264 twin rubber stopper 265 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 : 266 250x10 mm 267 providing and fixing aluminium sliding door bolts, isi marked anodised (anodic coating not less than grade ac 10 as per is: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 268 300x16 mm 269 250x16 mm 270 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 : 271 125 mm 272 providing and laying vitrified floor tiles in diferent 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 20 mm 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. 273 size of tile 600x600 mm 274 providingandlayingvitrifiedtilesindiferent sizes (thickness tobe specified by manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 275 size of tile 600x600 mm 276 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) : 277 25 mm thick 278 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 279 providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 280 granite stone slab of colour black, cherry/ruby red 281 area of slab over 0.50 sqm 282 providing andlayingceramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 283 providing and fixing 1st 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. 284 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 285 all kinds of soil. 286 1:4:8 (1cement : 4 coarse sand (zone-ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 287 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 288 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 289 cement mortar 1:6(1 cement :6 coarse sand) 290 drybrickonedgeflooringinrequiredpatternwithbricksof class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks. 291 12 mm cement plaster of mix: 292 1:4(1 cement: 4 coarse sand) 293 finishing walls with water proofing cement paint of required shade: 294 new work (two or more coats applied @ 3.84 kg/10 sqm) 295 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvcinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 296 group c 297 wiring for one light point controlled by 10a sp mcb with 2x1.5 and earthing with 1.5 sq mm pvc insulated copper coductor earth wire in surface/recessed medium class pvc conduit etc. as required.(without cost of sp mcb) 298 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/recessed medium class pvc conduit as required. 299 2 x 2.5 sq. mm + 1 x 1.5 sq. mm earth wire 300 supplying, erecting & terminating fr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. cb-lt/al 301 supplying and fixing suitable size gi box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16amodular socket outlet and 15/16 a modular switch, connections etc. as required. 302 wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm prls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mm frls pvc insulated copper conductor single core cable etc as required. 303 group c 304 supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, mcb distribution board, 240 v, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (but without mcb/rccb/ isolator) 305 12 waydouble door 306 supplyingandfixingfollowingrating, duble pole, (single phae and neutral), 240v, residual current circuit breaker (rccb), having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. as required. 307 25a 308 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 309 single pole 310 doble pole 311 supplyingandfixingfollowingsizesofmediumclasspvcconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 312 25mm 313 32mm 314 supplying and erecting integrated led flood light fitting max. 30w ip65 & ik07 class having pressure die-cast aluminium housing, having system lumens output of min. 3000 lumens, min. efficacy of 100 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.90, operating range of 140-270v, inbuilt surge protection of 4 kv, life class of 50,000 hrs. at l70b50, including driver with u shaped bracket with 3 years warranty 315 supplying and erecting integrated led highbay fitting 100w ip65 & ik08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of min.10000 lumens, min. efficacy of 145 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.90, operating range of 140-240v, inbuilt surge protection of 4 kv, life class of 50,000 hrs. at l50b50 , including driver complete with 3 year warranty 316 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvcinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 317 group c 318 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/recessed medium class pvc conduit as required. 319 2 x 2.5 sq. mm + 1 x 1.5 sq. mm earth wire 320 2 x 4 sq. mm + 1 x 2.5 sq. mm earth wire 321 supplying, erecting & terminating fr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. cb-lt/al 322 supplying, fixing two module stepped typr electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 323 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 a modular socket outlet and 5/6 a modular switch, connections etc. as required. 324 supplying and fixing suitable size gi box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16amodular socket outlet and 15/16 a modular switch, connections etc. as required. 325 wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm prls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mm frls pvc insulated copper conductor single core cable etc as required. 326 group c 327 supplying andfixing 5a to 32a rating, 240/415, 10ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 328 doble pole 329 triple pole and neutral 330 supplying andfixing followingway, surface/recess mountingvertical type415 v, tpn mcb distribution board of steel dust protected duly powder painted, inclisive of 200a tinned copper bus bar, common netural link, earth bar, din bar, for mounting mcbs (but without mcbs and incomer) as required 331 4 way (4+12), double door 332 supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, mcb distribution board, 240 v, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (but without mcb/rccb/ isolator) 333 6 waydouble door 334 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 335 single pole 336 doble pole 337 supplyingandfixingfollowingsizesofmediumclasspvcconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 338 25mm 339 32mm 340 supplying and erecting led circular 12 w downlighterhaving pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of min. 1200 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd<10%, p.f. >0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 341 supplying & erecting inverter led batten 20w tube light fitting with polycarbonate housing, heat sink, integrated hf electronic driver, min. 2600 mah lithium ion battery with charging time of 8-10 hours and backup time of min. 3 hrs. with minimum 25% of initial watts having luminous efficacy of 100 lumen/watt, cri>80, cct of 6500k and thd<=20% having useful life of minimum 25000 hrs. with overheating protection with 2 years warranty.. 342 supplying, erection and testing of approved make electric ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, aluminium blades, without regulator, a.c. 230-250 volts including connections with all necessary material complete of approved as required confirming to is :374/2019 with upto date amendments. 343 ceiling fan (isi marked)-1200 mm sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per bee. 344 supply of solar integral aio (all-in-one) streetlight with high pressure die-cast (lm6 alloy) aluminium housing, reliable & robust construction with ip65 & ik08 protection, suitable for od 50/60mm bracket, having min 4500 system lumens, suitable for 24hrs (2 nights) autonomy. the luminaire should work on hybrid mode with priority for solar, in case solar charging is not available then it should automatically switch to ac grid supply for reliable operation. dimming profile: from dusk – first 04 hours full brightness level • next fixed at 30% brightness level • lithium pherrophosphate battery capacity min [email protected] or 256wh & battery temp range -10 to +50℃. panel capacity min 60wp, cri >=70, system efficacy >150lm/w, & system wattage should not be more than 60w ± 2%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. the fixture should have designed for street light application & should have flexible angle of mounting from 0-15 degree for divers geographical condition. life class of led system 50000hrs@l70. ce certified, charger efficiency >90% and standards iec62109-1, iec61547, cispr15, iec62093, iec61347-2-13, en50530, iec62384 or equivalent bis standards. the pv module should be made up of crystalline silicon solar cells mono-crystalline and must have a certificate of testing conforming to iec 61215 edition ii / bis 14286 & iec 61730-1,2 iec60598, operating temp -10 degree c to 50 degree c, certifying above given parameters all reports shall be from in-house nabl or iecq or any international accredited laboratory. 345 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvcinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 346 group c 347 wiring for one light point controlled by 10a sp mcb with 2x1.5 and earthing with 1.5 sq mm pvc insulated copper coductor earth wire in surface/recessed medium class pvc conduit etc. as required.(without cost of sp mcb) 348 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/recessed medium class pvc conduit as required. 349 2 x 2.5 sq. mm + 1 x 1.5 sq. mm earth wire 350 2 x 4 sq. mm + 1 x 2.5 sq. mm earth wire 351 supplying, erecting & terminating fr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. cb-lt/al 352 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 a modular socket outlet and 5/6 a modular switch, connections etc. as required. 353 supplying and fixing suitable size gi box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16amodular socket outlet and 15/16 a modular switch, connections etc. as required. 354 wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm prls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mm frls pvc insulated copper conductor single core cable etc as required. 355 group c 356 supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, mcb distribution board, 240 v, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (but without mcb/rccb/ isolator) 357 12 waydouble door 358 supplyingandfixingfollowingrating, duble pole, (single phae and neutral), 240v, residual current circuit breaker (rccb), having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. as required. 359 40a 360 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 361 single pole 362 duble pole 363 supplyingandfixingfollowingsizesofmediumclasspvcconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 364 25mm 365 32mm 366 supplying and erecting integrated led flood light fitting max. 30w ip65 & ik07 class having pressure die-cast aluminium housing, having system lumens output of min. 3000 lumens, min. efficacy of 100 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.90, operating range of 140-270v, inbuilt surge protection of 4 kv, life class of 50,000 hrs. at l70b50, including driver with u shaped bracket with 3 years warranty 367 supplying and erecting integrated led highbay fitting 100w ip65 & ik08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of min.10000 lumens, min. efficacy of 145 lumen/w, cri>70, cct upto 6500k, thd<10%, p.f. >0.90, operating range of 140-240v, inbuilt surge protection of 4 kv, life class of 50,000 hrs. at l50b50 , including driver complete with 3 year warranty 368 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. 369 110 mm diametre 370 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. 371 coupler 372 110 mm 373 single tee with door 374 110x110x110 mm 375 bend 87.5° 376 110 mm bend 377 shoe (plain) 378 110mm shoe 379 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. 380 110mm 381 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 382 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 383 150 mm dia. r.c.c. pipe 384 250 mm dia. r.c.c. pipe 385 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 386 inside size 90x80 cm and 45 cm deep including c.i. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 387 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 388 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 : 389 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 390 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 391 all kinds of soil 392 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 393 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design : 394 150 mm diameter s.w. pipe 395 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvcinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls pvc insulated copper conductor single core cable etc. as required. 396 group c 397 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/recessed medium class pvc conduit as required. 398 2 x 2.5 sq. mm + 1 x 1.5 sq. mm earth wire 399 2 x 4 sq. mm + 1 x 2.5 sq. mm earth wire 400 supplying and erecting mains with 2x6 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places 401 supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 402 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 a modular socket outlet and 5/6 a modular switch, connections etc. as required. 403 supplying and fixing suitable size gi box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16amodular socket outlet and 15/16 a modular switch, connections etc. as required. 404 supplying and fixing suitable size gi box with modular front on surface or in recess,includingprovidingandfixing 25a modular socket outlet and 25a modular sp mcb, c curve including connections, painting etc. as required. 405 wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm prls pvc insulated copper conductor single core cable in surface/ recessed pvc conduit, and earthing the point with 1.5 sq. mm frls pvc insulated copper conductor single core cable etc as required. 406 group c 407 supplyingandfixingfollowingway,horizontaltypethree poleandneutral,sheet steel, mcb distribution board, 415 v, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbarinterconnections,powderpainted including earthing etc. as required. (but without mcb/rccb/ isolator) 408 8 waydouble door 409 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. 410 single pole 411 supply and fixing of isi marked and accepted standard of miniature circuit breaker (mcb) of c series with short circuit indication, suitable for 240/415 volts,50 cycle, 10 ka/15 ka value ac supply conforming to is : 8828 : 1996, iec : 60898 :2002 & 60947-2 but without enclosures :- 412 mcb fp 40a 413 supplying and fixing following rating, four pole, (three phase and netural), 415 v, residual current circuit breaker (rccb), having a sensitivity current 30 ma in the existing mcb db complete with connections, testing and commissioning etc. as required. 414 40a 415 supplyingandfixingfollowingsizesofmediumclasspvcconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 416 20mm 417 25mm 418 32mm 419 supply and fixing 8w led tube rod comprising of led tube with non-integral/integral driver, upto 6500k color temp having 40000 burning hrs life with minimum @ l 70, system lumen output should be minimumwith systemefficacy> 100lm/watt. led driver pf> 0.95 & thd < 20%. the colour rendering index of led light should bemore than 70. 420 supplying and erecting led circular max. 15 w down lighter/panel light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of min. 1500 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd<10%, p.f. >0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 421 supplying and erecting led circular max. 8w down lighter/ panel light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of min. 770 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd<10%, p.f. >0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50, including driver, having mounting arrangementwith board for surface type or spring loaded mounting clips complete with 3 years warranty. 422 supplying and erecting bulk head led fitting max. 10w with high transitivity diffuser with system lumens output of min. 1100 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., thd<10%, p.f. >0.95, operating range of 140-260v, in built surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50, including driver, ip66, ik09 rated on provided pvc block / wooden board with 3 years warranty. 423 supplying and erecting led panel light(600mm x 600mm) max. 36 w having crca powder coated housing, polystyrene diffuser having system lumens output of min 4200 lumens, min. efficacy of 120 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd<10%, p.f. >0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 424 supplying, erection and testing of approved make electric ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, aluminium blades, without regulator, a.c. 230-250 volts including connections with all necessary materialcomplete of approved as required confirming to is :374/2019 with upto date amendments. 425 ceiling fan (isi marked)-1200 mm sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per bee. 426 supply and installation of heavy duty type exhaust fans of following size sweep with gravity louvers shutters including all accessories/installation materials required make gec, crompton./havels 427 305 mm sweep 1400 rpm 428 providing and fixing carbon-di-oxide fire extinguishers consisting of welded m.s cylindrical body, squeeze lever discharge valve fitted with internal discharge tube, 30cms long high pressure discharge hose, dischargenozzle, suspension bracket, confirming to is: 15683 finished externally with redenamelpaint andfixed towall with brackets with rawl plug/dash fasteners complete with internal charge. capacity 6.5 kg. isi marked.( contractor should submit test certificate form manufacturer along with serial number of every extinguishers supplied.) 429 providing and fixing abc powder type fire extinguishers consisting of welded m.s. cylindrical body automatic modular abc powder type extinguisher actuated through a sprinkler head mounted on the extinguisher body finished externally with red enamel paint and fixed to ceiling with brackets complete with internal charge. 430 capacity 9 kg.(is:15683) 431 providing and fixing fire bucket, round bottom made of g.i.sheet 9-11 ltr. capacity duty painted as per fire brigate design, supported on hanging bracket chained and locked, initially filling with fine river sand, water as per directions of engineer-in- charge. 432 providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required: 433 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 434 providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 435 providing and fixing wash basin with c.i. brackets, 15 mm dia cp brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 436 (a) white vitreous china wash basin size 550x400 mm with a 15 mm cp brass single hole basin mixer 437 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 438 15 mm nominal bore 439 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. 440 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 441 15 mm nominal bore with 45 cm length 442 providing and fixing cp brass 32mm size bottle trap of approved quality & make and as per the direction of engineerin- charge. 443 providing and fixing toilet paper holder : 444 c.p. brass 445 providing and fixing 8 mm dia c.p. / s.s. jet with flexible tube upto 1 metre long with s.s. triangular plate to eureopean type w.c. of quality and make as approved by engineer - in - charge. 446 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 447 providing and fixing soil, waste and vent pipes : 448 100 mm dia 449 hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside is:15905 450 75 mm diametre : 451 hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside is:15905 452 providing and fixing plain bend of required degree. 453 100 mm dia 454 hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside is:15905 455 75 mm dia 456 hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside is:15905 457 providing and fixing shielded coupling for hubless centrifugally cast iron pipe 458 100 mm dia 459 ss 304 grade coupling with epdm rubber gasket 460 75 mm dia 461 ss 304 grade coupling with epdm rubber gasket 462 providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 463 100 mm inlet and 100 mm outlet 464 hubless centrifugally cast (spun) iron epoxy coated inside & outside as per is:15905 465 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. 466 110 mm diametre 467 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. 468 coupler 469 110 mm 470 single tee with door 471 110x110x110 mm 472 bend 87.5° 473 110 mm bend 474 shoe (plain) 475 110mm shoe 476 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. 477 110mm 478 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 479 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 480 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. inernal work - exposed on wall 481 20 mm nominal outer dia pipes 482 25 mm nominal outer dia pipes 483 32 mm nominal outer dia pipes 484 40 mm nominal outer dia pipes 485 50 mm nominal outer dia pipes 486 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. concealed work, including cutting chases and making good the walls etc. 487 20 mm nominal outer dia pipes 488 25 mm nominal outer dia pipes 489 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc.internal work - exposed on wall 490 25 mm dia nominal bore 491 providing and fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) : 492 25 mm dia nominal bore 493 32 mm dia nominal bore 494 40 mm dia nominal bore 495 providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 496 25 mm nominal bore 497 providing and fixing brass ferrule with c.i. mouth cover including boring and tapping the main : 498 25 mm nominal bore 499 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 500 circular tank 501 providing and fixing square-mouth s.w. gully trap class sp-1 complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 502 150 x 100 mm size p type 503 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 504 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 505 150 mm dia. r.c.c. pipe 506 250 mm dia. r.c.c. pipe 507 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 508 inside size 90x80 cm and 45 cm deep including c.i. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 509 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 510 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 : 511 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 512 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 513 all kinds of soil 514 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 515 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design : 516 150 mm diameter s.w. pipe 517 providing and fixing 100% stainless steel grating with frame of approved make and quality grade 304 on top of floor trap. the rate includes the cost of all ancillary works and material as required to complete the works. 518 125 x 125 x 1mm 519 75x75 x1 mm 520 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. 521 110 mm diametre 522 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. 523 coupler 524 110 mm 525 single tee with door 526 110x110x110 mm 527 bend 87.5° 528 110 mm bend 529 shoe (plain) 530 110mm shoe 531 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. 532 110mm 533 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 534 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 535 150 mm dia. r.c.c. pipe 536 250 mm dia. r.c.c. pipe 537 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 538 inside size 90x80 cm and 45 cm deep including c.i. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 539 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 540 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 : 541 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 542 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 543 all kinds of soil 544 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 545 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design : 546 150 mm diameter s.w. pipe 547 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. 548 110 mm diametre 549 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. 550 coupler 551 110 mm 552 single tee with door 553 110x110x110 mm 554 bend 87.5° 555 110 mm bend 556 shoe (plain) 557 110mm shoe 558 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. 559 110mm 560 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 561 making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over p.v.c. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 562 providing and laying non-pressure np2 class (light duty) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 563 150 mm dia. r.c.c. pipe 564 250 mm dia. r.c.c. pipe 565 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with r.c.c. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 566 inside size 90x80 cm and 45 cm deep including c.i. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 567 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 568 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 : 569 with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 570 excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 571 all kinds of soil 572 pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 573 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design : 574 150 mm diameter s.w. pipe 575 form equipments 576 providing & installation ofsolar irrigation pump 7.5 hp including boring complete setup (including providing, fixing, testing and commisioning) 577 providing sprinkler system complete. for one hact. using as following accessories 578 110 mm dia sprinklarpipe 4 kg pressure 6.0 mtr each-10 nos 579 sprinkler =3 nos 580 gi rod = 3 nos 581 foot bottom assembly=3 nos 582 pcn = 01 nos 583 elbow= 01 nos 584 tee =01 nos 585 end cap = 02 nos 586 providing 35 kva genset 587 mhindra make disel engine 35kva model m3205g5, 3 cylinders, three phase liquid cooled, naturally aspirated, developing 40hp . this is eletric start, compressed ignition, 4 stroke engine design to run continuously at 1500 rpm, disel genset confirms to present cpcbiv+norms with manual panel. 588 demonstration unit 589 drip irrigation : 90mm pvc pipe 180 m length,5 sprinkler elbow tee, pump connection nipple, 5 service shadle complete in all respect as per dircection of e/i (including providing, fixing, testing and commisioning) 590 following required for one hct. 591 8412 rmt drip line/ emiting 592 102 rmt 63 mm submain line pvc 593 52 rmt 110 mm pvc main line 594 100 nos rubber gromet 595 100 nos connection 16mm 596 100 nos take off 16mm 597 100 n os end cap 16 mm 598 01 nos ventury 63 mm 599 01 nos screen filter 90 mm 600 01 head unit 90 mm 601 02 nos pressure gauge 602 01 air release valve 603 01 by pass tee 90 mm with flenge 604 01 butter fly valve 90 mm 605 01 plain valve 90 mm 606 110 mm pp valve 607 providing honey bee unit and processing facilities :extraction unit of capacity 100kg per batchwith storage tank semi automatic filling machine air compressor 10 kg cylinder with ,manual capping machine and shed complete in all respect as per dircection of e/i 608 providing ofbio-fertiliser and bio-pesticide unit(including providing, fixing, testing and commisioning) with laminar air flow 2x2, bod enquavater 170 ltr capacity, shaker 01 nos, autoclave 25 ltr capacity. 609 providing ofscientific museum(including providing, fixing, testing and commisioning) 610 mushroom unit with processing facilites : mushroom dryer of capacity 10-200 kilogram per day, rotary flaskshaker 50-400 rpm ,mushroom grader of capacity 100-200 kg per day with following necessary accessories & essential items with unit(including providing, fixing, testing and commisioning) 611 autoclave 612 bod incbator 613 uv lamp 614 sprit lamp 615 balance 616 deep freeze 617 ph meter 618 inoculating needle 619 thermo metter 620 bucked 621 laminer flow 622 culture tube 623 funnel 624 conical flax 625 measuring cylinder 626 wheat/rice 627 dextrose 628 calcium carbonate 629 potassium permanganate 630 agar agar 631 rectified sprit 632 formal dehyde 633 distilled water 634 polythene bag 635 rubber band 636 non-absorbent cotton 637 hand gloves 638 bottle brush 639 apron 640 mask 641 providing hydroponic unit :automated ultmate control size 50x20 = 1000 sft. (100 sqm), nft system 2000 plant, 100 plant dutch bucket, auto drip system, gi stand 20 mm dia. complete in all respect as per dircection of e/i 642 providing jaggery unit : 5 quintle per hourcapacity plantcomplete in all respect as per dircection of e/i 643 milling section heavy duty - 15 hp 644 accessories for mill 645 ms pans - 4 nos. and other equipment 646 erection 647 vibro screen for filtration of raw juice from mill 648 lab equipment 649 misc, item cost 650 providing edible oil processing unit :80kg per hour with filter machine complete in all respect with following specifications as per dircection of e/i 651 oil expeller :-mustard seed extractround cookerheavy duty bearings,heavy gears, solid shaft,with all accessoriesfor pre pressingh.p. or k.w. required20 h.p. or 15 k.w. (with motor)960rpm 3 phasewith star delta starterwith motor beltswith motor pulleywith flat beltwith foundation bolt 652 oil expeller :-mustard seed extractround cookerheavy duty bearings,heavy gears, solid shaft,with all accessoriesfor 2nd & final pressingh.p. or k.w. required15 h.p. or 11 k.w. (with motor)960rpm 3 phasewith star delta starterwith motor beltswith motor pulleywith flat beltwith foundation bolt 653 filter press :-size 18 x 18 plateswith pump, taps, tray,h.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewith dol starterwith motor beltswith motor pulleywith flat cloth 654 elevators:- :-buckets, bucket bolt,put seed into expellers for crushingh.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewith dol startercounterbearing ucp 208pulley 4pulley 16belts b 65 655 screw conveyor :-size 10 gauge sheetwith 2 c class pipewith all accessories,h.p. or k.w. requiredoperate with elevatordriving shaft,chain wheel 15 teethchain wheel 30 teeth20 ft chain 1 pitch 656 seed cleaner :-remove stone & dust from seeds.h.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewithdol starterwith motor beltswith motor pulley 657 providing & establishment ofmother orchard complete in all respect as per dircection of e/i 658 lac processing unit 659 lac washer : the washing barrel shall be 1,500.00 mm long and 750mm dia, thickness of m.s. plate: 5mm., both manual and motor driven, motor shall be 2 h.p. single phase, 1450 rpm standard make, frame of barrel 65x65x5 mm m.s. angle, shaft dia: 56 mm, single opening for washed material, and double opening for waist water outlet,hopper, sealant all complete. 660 lac crusher : cum scraper frame of crusher shall be made of 50x50x5 mmm.s. angle, the crushing rollers, shall be 300 mm long, 130 mm dia, 10 mm thickness, groove on rollers shall be 2.5 to 3.00 mm, both hand & motor driven, motor 1 h.p., single phase motor, all complete. 661 lac winnower : the main frame of winnower shall be made of 50x50x5mm m.s. angle, fan dia 300mm, fan cover shall be 500 mm dia, made of g.i. sheet of 18/20 gage 1.0. h.p. motor, single phase both hand & motor operated complete in all respect. 662 lac grader:the grading frame shall be made of m.s. sheet of 2.5mm it shall be 650mm long & 450mm wide, 900 mm long, 1100 mm height 3 nos. , mounted on m.s. angle frame made of 50x50x6m.s. all sheaves are to be made of ss net of different sizes, motor driven, motor shall be 1.0 h.p., single phase, complete in all respect. 663 de-stoner :with 2 h.p. motor (single phase) operative at 1000cfm air blow & vibrating system, this shall be an enclosed chamber 664 leg guards18 nos. of foundation nut bolts, and one set of working tool kit. 8 nos. of working trays made of gi. sheet. 665 complete in all respect as per dircection of e/i 666 poultry hatchery unit (1000 eggs capacity) 667 1000, chicken eggs capacity setter (incubator), all automatic, digitally controlled, fitted with all necessary accessories, cabinet with metallic/hylem sheets, provided plastic setter trays. 668 1000, chicken eggs capacity hatcher, all automatic, digitally controlled, fitted with all necessary accessories, cabinet with metallic/hylem sheets, provided with hatching baskets. 669 spares accessories :- ( extra charges would be paid, if required extra accessories) 670 providing mini seed processing unit complete in all respect as per dircection of e/i 671 providing automatic weather station complete in all respect as per dircection of e/i 672 elo10512 inputs data logger, 12 vdc power supply, 2mb memory, n.2 rs232 ports, includes rs232 cable with usb adapter and pc software.dna202 wind speed sensor, cable l = 3 mdna212 wind direction sensor, cable l = 3 mdma672.1temperature & relative humidity sensor, cable l = 3 mdya233 radiant screen for dma672.1dpa053 class 2 (iso9060) pyranometer/solar radiation, cale l = 10 mdya034 arm for fixing dpa053 on dya046 armdqa240.1 pressure sensordqa130.1 rain gaugedwa510 cable l= 10 m for rain gaugedya039 ground base for dqa130.1 rain gaugedya046 t shape arm for dna202, dna212, dma672.1 sensors on top of pole ø 45-65 mm 673 providing solar unit 5 kva complete in all respect as per dircection of e/i (supply installation & testing and commisioning) 674 under ground water channel complete in all respect as per dircection of e/i(including providing, fixing, testing and commisioning) 675 levelling, bunding etc. complete in all respect as per dircection of e/i(includingall the tools, machine & labour complete) 676 gst extra as applicable