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Tender for construction of hall and supplying gy<span class="text-red-selected">mspan> ite<span class="text-red-selected">mspan>s for pinto youth club of baradi in veli<span class="text-red-selected">mspan> constituency under <span class="text-red-selected">mspan>la-lad sche<span class="text-red-selected">mspan>e.--de<span class="text-red-selected">mspan>olishing laterite stone <span class="text-red-selected">mspan>asonry in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar including stacking of serviceable <span class="text-red-selected">mspan>aterial & disposal of unserviceable <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan>ts. lead. 2 de<span class="text-red-selected">mspan>olishing ce<span class="text-red-selected">mspan>ent concrete 1:3:6 or richer <span class="text-red-selected">mspan>ix including disposal of <span class="text-red-selected">mspan>aterial within 50 <span class="text-red-selected">mspan> lead. 3 laterite <span class="text-red-selected">mspan>asonry in neatly dressed stones of size asspecified in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1: 4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand) in foundation and base<span class="text-red-selected">mspan>ent. 4 extra for laterite <span class="text-red-selected">mspan>asonry in all sizes in superstructure fro<span class="text-red-selected">mspan> floor i level upto floor v level. 5 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 fine sand) 6 providing and fixing 1st quality cera<span class="text-red-selected">mspan>ic glazed wall tiles (johnson so<span class="text-red-selected">mspan>any kajaria ) confor<span class="text-red-selected">mspan>ing to is:15622 (thickness to be specified by the <span class="text-red-selected">mspan>anufacture of approved <span class="text-red-selected">mspan>ake in all coloursshades except burgundy bottle green black of any size as approved by engineer-in-charge in skirting risers of steps and dados over 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick bed of ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:3 (1 ce<span class="text-red-selected">mspan>ent : 3 coarse sand ) and jointing with grey ce<span class="text-red-selected">mspan>ent slurry @3.3kg per sq.<span class="text-red-selected">mspan> including pointing in white ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ixed with pig<span class="text-red-selected">mspan>ent of <span class="text-red-selected">mspan>atching shade co<span class="text-red-selected">mspan>plete.;wall cera<span class="text-red-selected">mspan>ic glazed tiles : 300 x 600 7 providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of johnson so<span class="text-red-selected">mspan>any kajaria (thickness to be specified by the <span class="text-red-selected">mspan>anufacturer) of 1st quality confor<span class="text-red-selected">mspan>ing to is: 15622 of approved <span class="text-red-selected">mspan>ake in shades asspecified laid on 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand) including pointing the joints with white ce<span class="text-red-selected">mspan>ent and <span class="text-red-selected">mspan>atching pig<span class="text-red-selected">mspan>ent etc. co<span class="text-red-selected">mspan>plete;dark shades 8 proving and fixing white vitreous china wall hung type (european type) water closet with seat and lid with c.i. brass hinges and rubber fittings with flush valve nelson/ si<span class="text-red-selected">mspan>ilar fully chro<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> plated with stop cock wall flanges flush pipe or elbow and vaccu<span class="text-red-selected">mspan> breaker coupling etc. including chair bracket/rag bolts cutting & <span class="text-red-selected">mspan>aking good the walls and floors where required and concealed seat support - w.c. pan with white plastic seat and lid 9 providing and fixing brassstop cock (heavy) of approved quality :;15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal bore 10 providing and fixing brass full way valve (heavy) duty with wheel of approved quality :;20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal bore 11 providing and fixing p.v.c. connection pipe with brass unions 15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal bore:;45 c<span class="text-red-selected">mspan> (18”) length . 12 providing and fixing rigid pvc s.w.r. (soil waste & rain water drainage pipes of approved including lubricant etc. co<span class="text-red-selected">mspan>plete (single/double) socketed:; 110 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 13 providing and fixing rigid pvc bend (approved <span class="text-red-selected">mspan>ake) for s.w.r. pipes including lubricating etc co<span class="text-red-selected">mspan>plete bend with door :; 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 14 providing and fixing nahani trap of rigid pvc (approved <span class="text-red-selected">mspan>ake ) for s.w.r. pipes including lubricating etc co<span class="text-red-selected">mspan>plete without door :;110 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 15 providing and fixing nickel chro<span class="text-red-selected">mspan>e plated copper alloy fancy bib cock short body jaquar <span class="text-red-selected">mspan>ake or equivalent.confir<span class="text-red-selected">mspan>ing to is 8931; 1993;15<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal bore 16 providing and fixing chlorinated ployvinyl chloride (cpvc) pipes confir<span class="text-red-selected">mspan>ing to is:15778 having ther<span class="text-red-selected">mspan>al stability for hot and cold water supply including all cpvc plain and brass threaded fittings including fixing the pipes with cla<span class="text-red-selected">mspan>ps at 1 <span class="text-red-selected">mspan>t. spacing. this includes jointing of pipes and fittings with one step cpvc solvent ce<span class="text-red-selected">mspan>ent and testing of joints co<span class="text-red-selected">mspan>plete as per direction of the engineer-in-charge. concealed work (<span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> duty sdr 13.5 pipe) including cutting chases and <span class="text-red-selected">mspan>aking good the walls etc.;20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia no<span class="text-red-selected">mspan>inal outer dia pipes. 17 providing and fixing hand shower (health faucet) with 8<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia abs/brass body with double lock 1.00 <span class="text-red-selected">mspan> long flexible tube (brass plated stainlessteel flexible hose) and wall hook of approved quality confir<span class="text-red-selected">mspan>ing to isstandards. 18 frp (fiber reinforced poly<span class="text-red-selected">mspan>er) fra<span class="text-red-selected">mspan>es with wood finish <span class="text-red-selected">mspan>anufacture supply and installation (with anchor fastener) of epee or equivalent goan <span class="text-red-selected">mspan>ake frp (fiber reinforced poly<span class="text-red-selected">mspan>er) fra<span class="text-red-selected">mspan>e of crosssection as per options below with right angle joint and frp (fiber reinforced poly<span class="text-red-selected">mspan>er) la<span class="text-red-selected">mspan>inate <span class="text-red-selected">mspan>ade fro<span class="text-red-selected">mspan> 450 gra<span class="text-red-selected">mspan>s per sq.<span class="text-red-selected">mspan>ts (gs<span class="text-red-selected">mspan>) chop strand glass fiber (<span class="text-red-selected">mspan>att) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). the core of fra<span class="text-red-selected">mspan>e would be filled with seasoned wood as infill <span class="text-red-selected">mspan>aterial. the slot of fra<span class="text-red-selected">mspan>e for door resting will be of suitable width so as to take specified thickness door.the fra<span class="text-red-selected">mspan>e will be water proof as well as <span class="text-red-selected">mspan>ild acid/ alkali resistant <span class="text-red-selected">mspan>anufactured in an iso 9001- 2015 certified co<span class="text-red-selected">mspan>pany.;specified crosssection;4” x 2” 19 wood finish wood core frp (fiber reinforced poly<span class="text-red-selected">mspan>er) door shutter. <span class="text-red-selected">mspan>anufacture supply and installation (including accessories as <span class="text-red-selected">mspan>entioned below) of epee or equivalent goan <span class="text-red-selected">mspan>ake frp (fiber reinforced poly<span class="text-red-selected">mspan>er) door shutter of specified thickness as per options below by using tray syste<span class="text-red-selected">mspan> with seasoned hard wood <span class="text-red-selected">mspan>oisture less than 17% wooden styles for top rail and lock rails. frp (fiber reinforced poly<span class="text-red-selected">mspan>er) la<span class="text-red-selected">mspan>inate <span class="text-red-selected">mspan>ade up of 450 gra<span class="text-red-selected">mspan>s per sq.<span class="text-red-selected">mspan>ts (gs<span class="text-red-selected">mspan>) chop strand <span class="text-red-selected">mspan>att and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed <span class="text-red-selected">mspan>att having wooden textures used along with uv resistant resin to give the clear texture on the door. the core of shutter will be filled with <span class="text-red-selected">mspan>r 2nd grade block board. the shutter to be water proof as well as <span class="text-red-selected">mspan>ild acid / alkali resistant <span class="text-red-selected">mspan>anufactured using rv tifac (r v engineering college bangalore & technology infor<span class="text-red-selected">mspan>ation forecasting & assess<span class="text-red-selected">mspan>ent council) technology in line with is 13034 1990 test standard in an iso 9001 – 2015certified factory. accessories: i) s. s. hinges 4” - 3 nos ii) s. s. latch - 1 no iii) tower bolt 5” - 2 nos iv) handle 5” - 2 nos;shutter thickness;32<span class="text-red-selected">mspan><span class="text-red-selected">mspan> 20 providing and applying white ce<span class="text-red-selected">mspan>ent based putty of average thickness 1.00 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> of approved brand and <span class="text-red-selected">mspan>anufacturer over the plastered wall surface to prepare the surface even and s<span class="text-red-selected">mspan>ooth co<span class="text-red-selected">mspan>plete. 21 applying one coat of ce<span class="text-red-selected">mspan>ent pri<span class="text-red-selected">mspan>er of approved brand and <span class="text-red-selected">mspan>anufacture on wall surface. 22 wall painting (two or <span class="text-red-selected">mspan>ore coats) with plastic e<span class="text-red-selected">mspan>ulsion paint of approved brand and <span class="text-red-selected">mspan>anufacture on new work to give an even shade. 23 painting two or <span class="text-red-selected">mspan>ore coats (excluding pri<span class="text-red-selected">mspan>ing coat) with superior quality ready <span class="text-red-selected">mspan>ixed paint for steel work of approved brand & <span class="text-red-selected">mspan>anufacture in all shades on new work to give an even shade. 24 applying pri<span class="text-red-selected">mspan>ing coat with ready <span class="text-red-selected">mspan>ixed pri<span class="text-red-selected">mspan>er of approved brand and <span class="text-red-selected">mspan>anufacture on steel work. 25 providing flat iron hold fast 40 c<span class="text-red-selected">mspan> including fixing to fra<span class="text-red-selected">mspan>e with 10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia bolts nuts and wooden plugs and e<span class="text-red-selected">mspan>beded in ce<span class="text-red-selected">mspan>ent concrete block 30 x 10 x 15 c<span class="text-red-selected">mspan> 1:3:6 <span class="text-red-selected">mspan>ix (1 ce<span class="text-red-selected">mspan>ent: 3 coarse sand: 6 stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size.;40 x 3 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> flat iron hold fast 15 c<span class="text-red-selected">mspan> long 26 providing and fixing <span class="text-red-selected">mspan>.s. grill of required pattern in wooden fra<span class="text-red-selected">mspan>es of windows etc. with <span class="text-red-selected">mspan>.s. flatssquare or round bars with round headed bolts and nuts or by by screws.; plain grill 27 centering & shuttering including strutting propping & re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan>s for :;colu<span class="text-red-selected">mspan>ns piers pillars abur<span class="text-red-selected">mspan>ents posts and struts (square rectangle polygon in plan) 28 centering & shuttering including strutting propping & re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan>s for :;sides and soffits of bea<span class="text-red-selected">mspan>s bea<span class="text-red-selected">mspan> haunchings cantilever girders bressu<span class="text-red-selected">mspan>ers and lintels plinth bea<span class="text-red-selected">mspan>s not exceeding 1<span class="text-red-selected">mspan> in depth 29 centering & shuttering including strutting propping & re<span class="text-red-selected">mspan>oval of for<span class="text-red-selected">mspan>s for :;suspended floors roofs landingsshelves & their supports 30 providing and fixing 18 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick gang saw cut <span class="text-red-selected">mspan>irror polished pre<span class="text-red-selected">mspan>oulded and prepolished <span class="text-red-selected">mspan>achine cut for kitchen platfor<span class="text-red-selected">mspan>s vanity counters window sills facias and si<span class="text-red-selected">mspan>ilar locations of required size approved shade colour and texture laid over 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick base ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1: 4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand) joints treated with white ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ixed with <span class="text-red-selected">mspan>atching pig<span class="text-red-selected">mspan>ent epoxy touch ups including rubbing curing <span class="text-red-selected">mspan>oulding and polishing to edges to give high gloss finish etc. co<span class="text-red-selected">mspan>plete at all levels.granite of any colour and shade area of slab over0.50 sq<span class="text-red-selected">mspan>;jet black 31 providing and laying in position <span class="text-red-selected">mspan>achine batched concrete (b<span class="text-red-selected">mspan>c) <span class="text-red-selected">mspan>achine <span class="text-red-selected">mspan>ixed and <span class="text-red-selected">mspan>achine vibrated design <span class="text-red-selected">mspan>ix ce<span class="text-red-selected">mspan>ent concrete of specified grade for reinforced ce<span class="text-red-selected">mspan>ent concrete work including pu<span class="text-red-selected">mspan>ping of concrete to the site of laying but excluding the cost of centering shuttering finishing and reinforce<span class="text-red-selected">mspan>ent including ad<span class="text-red-selected">mspan>ixtures in reco<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ended proportions as per is 9103 to accelerate retard setting of concrete i<span class="text-red-selected">mspan>prove workability without i<span class="text-red-selected">mspan>pairing the strength and durability as per the direction of the engineer-in-charge. <span class="text-red-selected">mspan>25 grade of reinforced ce<span class="text-red-selected">mspan>ent conrete by using 410kg of ce<span class="text-red-selected">mspan>ent per cu.<span class="text-red-selected">mspan>. of concrete. all works upto floor v level. 32 providing t<span class="text-red-selected">mspan>t steel reinforce<span class="text-red-selected">mspan>ent bars of (sail tata. vizag jsw steel ltd.) ) (confir<span class="text-red-selected">mspan>ing to is 1786 of 1986) for rcc work (confor<span class="text-red-selected">mspan>ing to i.s. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory <span class="text-red-selected">mspan>ade precast concrete cover blocks of specified sizes whose co<span class="text-red-selected">mspan>pressive strength is not less than that of surrounding concrete in the structural <span class="text-red-selected">mspan>e<span class="text-red-selected">mspan>ber. 33 providing and fixing anodised alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. co<span class="text-red-selected">mspan>plete as per direction of the engineer-in-charge: windows with three sliding shutters using 18 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> seriesshutterssection.;plain glass 34 extra for powder coating with pure polyester powder of shade of required colour on the alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> section 35 providing and fixing vitreous china wash basin with rs or c.i. brackets painted white 15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c.p. brass pillar taps c.p. brass chain with rubber plug 32 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c.p. brass waste of pattern 32 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia<span class="text-red-selected">mspan>eter <span class="text-red-selected">mspan>.i. or c.p. brass trap and union co<span class="text-red-selected">mspan>plete including cutting and <span class="text-red-selected">mspan>aking good the walls where required.; flat back wash basin size 550 x 400<span class="text-red-selected">mspan><span class="text-red-selected">mspan> with a single 15 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> c.p. brass pillar taps. 36 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete 1: 2:4 (1 ce<span class="text-red-selected">mspan>ent : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 <span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) excluding cost of centering shuttering and finishing :;all works upto plinth level 37 providing and fixing ast<span class="text-red-selected">mspan> upvc pipe confor<span class="text-red-selected">mspan>ing to ast<span class="text-red-selected">mspan> 2467 with iso 14001 including all upvc plain & brass threaded fittings including jointing of pipes & fittings with one step upvc solvent ce<span class="text-red-selected">mspan>ent trenching refilling & testing of joints co<span class="text-red-selected">mspan>plete as per direction of engineer. external work.;sch-80(blue)/(w hite);40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> outer dia. 38 providing and fixing g.i. chain with g.i. pull. 39 providing woodwork in fra<span class="text-red-selected">mspan>es of doors windows clerestory windows trusses & other fra<span class="text-red-selected">mspan>es wrought fra<span class="text-red-selected">mspan>ed and fixed in positon.;second class indian teak wood 40 providing and fixing 38 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick panelled glazed or panelled and glazed shutters for doors windows and clerestory window including black ena<span class="text-red-selected">mspan>elled iron butt hinges with necessary screws:;second class indian teak wood 41 applying pri<span class="text-red-selected">mspan>ing coat with ready <span class="text-red-selected">mspan>ixed pri<span class="text-red-selected">mspan>er of approved brand and <span class="text-red-selected">mspan>anufacture on wood work co<span class="text-red-selected">mspan>plete. 42 painting two or <span class="text-red-selected">mspan>ore coats (excluding pri<span class="text-red-selected">mspan>ing coat) with superior quality ready <span class="text-red-selected">mspan>ixed paint for wood work of approved brand & <span class="text-red-selected">mspan>anufacture in all shades on new work to give an even shade. 43 providing & fixing chro<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> plated brass tower bolts (barrel type) with necessary screws co<span class="text-red-selected">mspan>plete.;250 x 10 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 44 providing and fixing chro<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> plated brasssliding door bolt with bolts nuts and screws etc. co<span class="text-red-selected">mspan>plete.;300 x 16 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 45 provided and fixing 150 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> chro<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness co<span class="text-red-selected">mspan>plete. 46 provided and fixing chro<span class="text-red-selected">mspan>iu<span class="text-red-selected">mspan> plated brass 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. <span class="text-red-selected">mspan>ortice latch and a pair of levers and handles with necessary screws etc. co<span class="text-red-selected">mspan>plete (indian <span class="text-red-selected">mspan>ake of approved quality). 47 providing and and laying vitrified floor tiles in different sizes of johnson so<span class="text-red-selected">mspan>any kajaria (thickness to be specified by the <span class="text-red-selected">mspan>anufacturer) with water absorption less than 0.08% and confor<span class="text-red-selected">mspan>ing to is: 15622 of approved <span class="text-red-selected">mspan>ake in colours and shades asspecified laid on 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:4 (1 ce<span class="text-red-selected">mspan>ent : 4 coarse sand) including grouting the joints with white ce<span class="text-red-selected">mspan>ent and <span class="text-red-selected">mspan>atching pig<span class="text-red-selected">mspan>ent etc. co<span class="text-red-selected">mspan>plete;600 x 600 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> light shades 48 false ceiling:-;providing & fixing false ceiling yashashri <span class="text-red-selected">mspan>ake or equivalent <span class="text-red-selected">mspan>ade out of 2” x 1” <span class="text-red-selected">mspan>.ssq tube fra<span class="text-red-selected">mspan>e support structure & 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 155<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 1.2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ulti- cavity upvc section 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> upvc <span class="text-red-selected">mspan>ulti-cavity section with hidden screwing syste<span class="text-red-selected">mspan>.the average weight of false ceiling is 8.50 kg per sq <span class="text-red-selected">mspan>tr. these upvc sections are tested by using bs 2782 & din 53459 test <span class="text-red-selected">mspan>ethods. 49 providing & fixing of alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> lay-in perforated tile ceiling on 24 /14 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ‘t’ fra<span class="text-red-selected">mspan>ework of <span class="text-red-selected">mspan>odule 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. tiles of size 575<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 575<span class="text-red-selected">mspan><span class="text-red-selected">mspan> / 584<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x584<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ade out of 0.6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan>. perforation of the tilesshall be 2.5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia 5.5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> c/c. the tile shall be <span class="text-red-selected">mspan>anufactured on advanced equip<span class="text-red-selected">mspan>ent which includesseveral levelling. the tile end shall be raised upward by 38<span class="text-red-selected">mspan><span class="text-red-selected">mspan> and bend outward to lay the tile in fra<span class="text-red-selected">mspan>ework. the tile shall be polyester based powder coated in white colour. grid syste<span class="text-red-selected">mspan> for fixing ceiling tilesshall co<span class="text-red-selected">mspan>prise of tees. the 24 /14 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ain tee runnersshall be suspended at an interval of 1200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> centre to centre. the 24 /14 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> cross tee runner shall be suspended at 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan> centre to centre and further supported with 24 /14 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> cross tee at 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan> centre to centre with interlocking arrange<span class="text-red-selected">mspan>ents to for<span class="text-red-selected">mspan> grid of 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 600<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. the <span class="text-red-selected">mspan>ain tee shall be supported by <span class="text-red-selected">mspan>eans of 4<span class="text-red-selected">mspan><span class="text-red-selected">mspan> g.i. rod fro<span class="text-red-selected">mspan> slab/roof. the suspension shall be provided at 1200 to 1500<span class="text-red-selected">mspan><span class="text-red-selected">mspan> centre to centre.tee fra<span class="text-red-selected">mspan>ework would be <span class="text-red-selected">mspan>ade of gi and powder coated. acoustic felt: non- woven felt <span class="text-red-selected">mspan>ade of glass-r einforced fibre glued over the perforation for sound absorption. 50 providing water proofing treat<span class="text-red-selected">mspan>ent over the new r.c.c. roofs terrace toilet by spreading ce<span class="text-red-selected">mspan>ent slurry over the r.c.c. slab and laying of 10c<span class="text-red-selected">mspan>s. average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with da<span class="text-red-selected">mspan>p proof of hindustan water proofing co. or equivalent jointless water proofing plaster of <span class="text-red-selected">mspan>ix 1:3 ( 1 ce<span class="text-red-selected">mspan>ent : 3 find sand) finished s<span class="text-red-selected">mspan>ooth with wooden trowel with false <span class="text-red-selected">mspan>arking of 30 c<span class="text-red-selected">mspan>ssquare. the vertical surface of the adjoining walls are to be treated upto a height of 30c<span class="text-red-selected">mspan>s including rounding of junction (the rate includes for co<span class="text-red-selected">mspan>plete ite<span class="text-red-selected">mspan>s including labour and <span class="text-red-selected">mspan>aterials and including cost of initial treat<span class="text-red-selected">mspan>ent of roof slab as follows. the injunction of da<span class="text-red-selected">mspan>p proof or equivalent co<span class="text-red-selected">mspan>pound with ce<span class="text-red-selected">mspan>ent solution will be given as and when found necessary for filling honey co<span class="text-red-selected">mspan>b cracks etc. in the r.c.c. slabs). note: ce<span class="text-red-selected">mspan>ent consu<span class="text-red-selected">mspan>ption 25 kg/sq.<span class="text-red-selected">mspan>. 51 providing & fixing colour coated allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> (puf) sandwich panel roofing syste<span class="text-red-selected">mspan>s of approved <span class="text-red-selected">mspan>ake adhering to alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> 3105 grade for top & botto<span class="text-red-selected">mspan> sheet of thickness0.40 & 0.35 respectively including puf insulation betewwn the top & botto<span class="text-red-selected">mspan> sheet of denslity 40 (+/-2) kg/<span class="text-red-selected">mspan>3 inclusive of s.s. 304 grade self tapping fastneres co<span class="text-red-selected">mspan>plete as directed by enigneer incharge (fra<span class="text-red-selected">mspan>e work for roof roof accesorries to be paid seperately) for tile design puf roof panel gutter width should be atleast 25% <span class="text-red-selected">mspan>ore than the crest width. <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> height at heighest point of crest should be <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 65<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> thickness at anygiven point should not be below 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan>.;puf insulated tile roof 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick of trapezoidal design 52 steel work in built up tubular (round square or rectangular hollow tubes etc.) (square hollow section (shs) is4923 /rectangular hollow section (rhs) is4923/circular hollow section (chs) is1161 closed structural steel of (sail tata. vizag jsw apollo steel ltd.) <span class="text-red-selected">mspan>ake (<span class="text-red-selected">mspan>in yeild stress 310 <span class="text-red-selected">mspan>pa)) trusses etc. including cutting hoisting fixing in position and applying a pri<span class="text-red-selected">mspan>ing coat of approved steel pri<span class="text-red-selected">mspan>er including welding and bolted with special shaped washers etc. co<span class="text-red-selected">mspan>plete. 53 providing and fixing in position s.s. hand rail in <span class="text-red-selected">mspan>ain stair case and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials etc. co<span class="text-red-selected">mspan>plete. 54 <span class="text-red-selected">mspan>ela<span class="text-red-selected">mspan>ine polishing on wood work (one or <span class="text-red-selected">mspan>ore coat);glossy 55 providing and fixing anodised alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. co<span class="text-red-selected">mspan>plete as per direction of the engineer-in-charge: adjustable louvered window s.;figured glass 56 extra for powder coating with pure polyester powder of shade of required colour on the alu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> section 57 6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster to ceiling 1: 3 (1 ce<span class="text-red-selected">mspan>ent : 3 fine sand) 58 18<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster in two coats under layer 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent plaster 1:5 ( 1 ce<span class="text-red-selected">mspan>ent : 5 coarse sand) and top layer 6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick with ce<span class="text-red-selected">mspan>ent plaster 1: 3 (1 ce<span class="text-red-selected">mspan>ent : 3 coarse sand) finished with sponge. 59 painting three or <span class="text-red-selected">mspan>ore coats with acryllic exterior paint of approved brand and <span class="text-red-selected">mspan>anufacture (such as dulex/ asian paints/ sherwin willians) including applying one coat of ce<span class="text-red-selected">mspan>ent pri<span class="text-red-selected">mspan>er and one coat of surface treat<span class="text-red-selected">mspan>ent etc. co<span class="text-red-selected">mspan>plete. 60 painting one or <span class="text-red-selected">mspan>ore coats of acryllic exterior paint of approved brand and <span class="text-red-selected">mspan>anuf acture(such as dulex/ asian paints/ sherwin willians) on old work including cleaning the surface with water etc. co<span class="text-red-selected">mspan>plete. 61 providing & fixing allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> ridge of approved <span class="text-red-selected">mspan>ake adhering to allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> 3105 grade of 0.71<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness & 60 c<span class="text-red-selected">mspan> wide inclusive of ss304 grade self tapping fastners to <span class="text-red-selected">mspan>atch the allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> roofing syste<span class="text-red-selected">mspan> & as directed by engineer in charge co<span class="text-red-selected">mspan>plete 62 providing & fixing allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan> trapezhoidal end cap for puf roofing of approved <span class="text-red-selected">mspan>ake of allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> aa 3105 grade <span class="text-red-selected">mspan>atching with 30<span class="text-red-selected">mspan><span class="text-red-selected">mspan> puf panel profile including the required fastners etc. co<span class="text-red-selected">mspan>plete for allu<span class="text-red-selected">mspan>iniu<span class="text-red-selected">mspan> puf roofing syste<span class="text-red-selected">mspan> & as directed by engineer in charge. 63 pvc wall paneling : providing and fixing pvc sheet wall paneling of thickness 5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> (±0.25) consisting of panels of desired size stuck on inner fra<span class="text-red-selected">mspan>e work of 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> wide strips of 5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> (±0.25) thick prela<span class="text-red-selected">mspan> pvc sheet.the panel & stripsshall be of 600 kg/cb<span class="text-red-selected">mspan> density <span class="text-red-selected">mspan>anufactured by an iso-9000 certified co<span class="text-red-selected">mspan>pany. the stripsshould have in their center a grove of 6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> width and 1<span class="text-red-selected">mspan><span class="text-red-selected">mspan> depth for sinking the head of the screw used to fix the strips to the wall vertically at an equal interval of 10” between two pvc strips. the pvc stripsshall be fixed to the wall using 65<span class="text-red-selected">mspan><span class="text-red-selected">mspan> long <span class="text-red-selected">mspan>.s. screws through the groove in the strip by using pvc fasteners. the distance between two screwsshall not be <span class="text-red-selected">mspan>ore than 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. a groove of 2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>ay be left at the joint of two panels for aesthetic looks. the exact size of the panel and correspondingly of the grid <span class="text-red-selected">mspan>ay vary depending on the size of the wall.optionally a strips of 5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> (±0.25) thick pvc sheet of width 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> feathered at the edgesshall be stuck at the places where two panels are joined using solvent ce<span class="text-red-selected">mspan>ent. 64 providing and installing rubber du<span class="text-red-selected">mspan>bells of hexagonal shape and approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 65 providing and installing barbell rod 5ft of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 66 providing and installing skipping rope of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 67 providing and installing yoga <span class="text-red-selected">mspan>at 6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 68 providing and installing punching bag of 900<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia<span class="text-red-selected">mspan>eter of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 69 providing and installing bench press <span class="text-red-selected">mspan>ultidegree of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 70 providing and installing rowing <span class="text-red-selected">mspan>achine of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 71 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. a)2.50 kg 72 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. b) 5.00 kg 73 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. c) 7.50 kg 74 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. d)10.00 kg 75 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. e)12.50 kg 76 providing and installing rubber plates of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. e) 15.00kg 77 providing and installing du<span class="text-red-selected">mspan>bell rack of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 78 providing and installing kettle bell of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. a) 2.00 kg 79 providing and installing kettle bell of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. b) 4.00 kg 80 providing and installing kettle bell of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. c) 6.00 kg 81 providing and installing kettle bell of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. d) 8.00 kg 82 providing and installing kettle bell of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. e) 10.00kg 83 providing and installing gy<span class="text-red-selected">mspan> ball 65c<span class="text-red-selected">mspan>s of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 84 providing and installing gy<span class="text-red-selected">mspan> ball 75c<span class="text-red-selected">mspan>s of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 85 providing and installing push up bar with chro<span class="text-red-selected">mspan>e finish of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 86 providing and installing ab wheel roller finish of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 87 providing and installing foa<span class="text-red-selected">mspan> roller finish of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge. 88 providing and installing air bike of approved <span class="text-red-selected">mspan>ake including all <span class="text-red-selected">mspan>aterial, labour, transportation, etc. co<span class="text-red-selected">mspan>plete as directed by engineer in charge.
Tender for hiring charges for supply of <span class="text-red-selected">mspan>achineries,vehicle,equip<span class="text-red-selected">mspan>ent and <span class="text-red-selected">mspan>anpower for dredging/cleaning of all the natural drain/nala water way, culverts, cross drain and rcc gutter at dunetha panchayat,nani da<span class="text-red-selected">mspan>an.(2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, <span class="text-red-selected">mspan>anpower, loading and unloading of hitachi in natural drain by cranewith all safety safety <span class="text-red-selected">mspan>easures etc. co<span class="text-red-selected">mspan>plete for cleaning/dredging work ofnatural drain/nala water way including re<span class="text-red-selected">mspan>oving of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in da<span class="text-red-selected">mspan>an district as directed by engineer in charge. the duration shall be considered fro<span class="text-red-selected">mspan> the ti<span class="text-red-selected">mspan>e at which hitachi is deployed at the site upto the ti<span class="text-red-selected">mspan>e at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , <span class="text-red-selected">mspan>anpower etc. co<span class="text-red-selected">mspan>plete for cleaning/dredging work ofnatural drain/nala water way including re<span class="text-red-selected">mspan>oving of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered fro<span class="text-red-selected">mspan> the ti<span class="text-red-selected">mspan>e at which jcb is deployed at the site upto the ti<span class="text-red-selected">mspan>e at which jcb leaves the site. 4 providing & supplying tractor with trolley on hire charges including cost of fuel, driver, operator , <span class="text-red-selected">mspan>anpower etc co<span class="text-red-selected">mspan>plete as and when require including all lift , lead and during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled laboursfor cleaning of natural drain/nala water way i.e. re<span class="text-red-selected">mspan>oving of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, deposited at bed level including provision of all safety <span class="text-red-selected">mspan>easures co<span class="text-red-selected">mspan>plete including all the equip<span class="text-red-selected">mspan>ents required for jungle clearing and nalla cleaning etc as and when required by the depart<span class="text-red-selected">mspan>ent anddirected by engineer in - charge. 6 providingfor<span class="text-red-selected">mspan>work of ordinary ti<span class="text-red-selected">mspan>ber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceilingnotexceeding 4 <span class="text-red-selected">mspan>. and re<span class="text-red-selected">mspan>oval of the sa<span class="text-red-selected">mspan>e for in situ reinforced concrete and plain concrete work in. (b) flatsurfacessuch assoffits of supspened floorsslabs landings and the like. (1)floors etc. upto 200 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> in thickness.(upto 10 top) 7 providing for<span class="text-red-selected">mspan>work of ordinary ti<span class="text-red-selected">mspan>ber planking so as to give arough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 <span class="text-red-selected">mspan>. and re<span class="text-red-selected">mspan>oval of the sa<span class="text-red-selected">mspan>e for in situ reinforced concrete and plain concrete work in. (c) vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. 8 providing for<span class="text-red-selected">mspan>work of ordinary ti<span class="text-red-selected">mspan>ber planking so as to give arough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 <span class="text-red-selected">mspan>. and re<span class="text-red-selected">mspan>oval of the sa<span class="text-red-selected">mspan>e for in situ reinforced concrete and plain concrete work in. (b) flatsurfacessuch assoffits of supspened floorsslabs landings and the like. (1) floors etc. upto 200 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> in thickness. 9 providing and laying controlled ce<span class="text-red-selected">mspan>ent concrete <span class="text-red-selected">mspan>.200 and curing co<span class="text-red-selected">mspan>plete excluding the cost of for<span class="text-red-selected">mspan>work and reinforce<span class="text-red-selected">mspan>ent for reinforced concrete work in (a) foundations, footings, base of colu<span class="text-red-selected">mspan>ns and <span class="text-red-selected">mspan>ass concrete 10 providing and laying controlled ce<span class="text-red-selected">mspan>ent concrete <span class="text-red-selected">mspan>.200 and curing co<span class="text-red-selected">mspan>plete excluding the cost of for<span class="text-red-selected">mspan>work and reinforce<span class="text-red-selected">mspan>ent forreinforced concrete work in (b) walls, fro<span class="text-red-selected">mspan> top of foundation level upto floor two level 11 providing and laying controlled ce<span class="text-red-selected">mspan>ent concrete <span class="text-red-selected">mspan>.200andcuring co<span class="text-red-selected">mspan>plete excludingthe cost of for<span class="text-red-selected">mspan>work and reinforce<span class="text-red-selected">mspan>entfor reinforced concrete work in (c) slabs,ianding,sheives,balconieslintels,bea<span class="text-red-selected">mspan>s, girders andcantileverupto floor two level. 12 proving t<span class="text-red-selected">mspan>t bar fe 500/500d reinforce<span class="text-red-selected">mspan>ent for r.c.c.work includingbending, binding andplacing in positionco<span class="text-red-selected">mspan>pleteup to floor twolevel (upto 10 ton) 13 shifting of hitachi by trailor/truckincluding loading and unloading with crane andprovision of all safety <span class="text-red-selected">mspan>easures co<span class="text-red-selected">mspan>pleteas and when required by the depart<span class="text-red-selected">mspan>ent anddirected by engineer in - charge.
Tender for <span class="text-red-selected">mspan>aterial required for running and <span class="text-red-selected">mspan>aintenance of twells of various blocks under gurdaspur and <span class="text-red-selected">mspan>adhopur pwr<span class="text-red-selected">mspan>dc division pathankot , finolex <span class="text-red-selected">mspan>ake 3 core flat cable with bare bunched copper conductor insulated with pvc andsheathed with pvc for sub<span class="text-red-selected">mspan>ersible <span class="text-red-selected">mspan>otor pu<span class="text-red-selected">mspan>p with voltage grade up to 1100 volts generally confor<span class="text-red-selected">mspan>ing to is 694:1990 size 10<span class="text-red-selected">mspan><span class="text-red-selected">mspan>2
Tender for tender for providing, supplying and co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning of <span class="text-red-selected">mspan>achinery for <span class="text-red-selected">mspan>rf centre in shista<span class="text-red-selected">mspan>udi sw<span class="text-red-selected">mspan> site at yellapur - pvc flat belt conveyor with wheels - 7620 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 25ft,processing equip<span class="text-red-selected">mspan>ent-vertical single box baler,pallet truck for tp yellapur,weighing scale - 1000 kg,se<span class="text-red-selected">mspan>i electric stacker-1000 kg
Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engage<span class="text-red-selected">mspan>ents of jcbfor execuation of works of various natures 3 surface dressing of the ground including re<span class="text-red-selected">mspan>oving vegetation and in-equalities not exceeding 15 c<span class="text-red-selected">mspan> deep and disposal of rubbish, lead upto 50 <span class="text-red-selected">mspan> and lift upto 1.5 <span class="text-red-selected">mspan> in -all kinds of soil 4 earth work in excavation by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 <span class="text-red-selected">mspan> in width) and for shafts, wells, cesspits and the like not exceeding 10 sq<span class="text-red-selected">mspan> on plan, including dressing of sides and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing of botto<span class="text-red-selected">mspan>s lift upto 1.5 <span class="text-red-selected">mspan>, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans (hydraulic excavator) over areas (exceeding 30 c<span class="text-red-selected">mspan> in depth, 1.5 <span class="text-red-selected">mspan> in width as well as 10 <span class="text-red-selected">mspan>2 on plan) including disposal of excavated earth lead upto 50 <span class="text-red-selected">mspan>eters and lift upto 1.5 <span class="text-red-selected">mspan>, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by <span class="text-red-selected">mspan>anual<span class="text-red-selected">mspan>eans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing of botto<span class="text-red-selected">mspan>s , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rb<span class="text-red-selected">mspan> of specified size including spreading, watering, ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing, co<span class="text-red-selected">mspan>pacting with prr of 8 to 10 tonne capacity and including carriage of the sa<span class="text-red-selected">mspan>e fro<span class="text-red-selected">mspan> approved source upto site of work co<span class="text-red-selected">mspan>plete 8 felling trees of the girth (<span class="text-red-selected">mspan>easured at a height of 1 <span class="text-red-selected">mspan> above ground level) including cutting of trunk and branches, re<span class="text-red-selected">mspan>oving the roots and stacking of serviceable <span class="text-red-selected">mspan>aterial and disposal of unserviceable <span class="text-red-selected">mspan>aterial. 9 beyond 30 c<span class="text-red-selected">mspan> girth upto and including 60 c<span class="text-red-selected">mspan> girth. 10 beyond 60 c<span class="text-red-selected">mspan> girth upto and including 120 c<span class="text-red-selected">mspan> girth. 11 beyond 120 c<span class="text-red-selected">mspan> girth upto and including 240 c<span class="text-red-selected">mspan> girth. 12 banking excavated earth in layers not exceeding 20c<span class="text-red-selected">mspan> in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ers, and rolling every 3rd and top-<span class="text-red-selected">mspan>ost layer with power roller of <span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 8 tonnes and dressing up, in e<span class="text-red-selected">mspan>bank<span class="text-red-selected">mspan>ents for roads, flood banks, <span class="text-red-selected">mspan>arginal banks, and guide banks etc., lead upto 50 <span class="text-red-selected">mspan> and lift upto 1.5 <span class="text-red-selected">mspan> in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing, co<span class="text-red-selected">mspan>pacting with prr of 8 to 10 tonne capacityincluding carriage of the sa<span class="text-red-selected">mspan>e fro<span class="text-red-selected">mspan> approved source upto site of work co<span class="text-red-selected">mspan>plete( for ber<span class="text-red-selected">mspan>) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall <span class="text-red-selected">mspan>aterials and pipesupto site ofwork co<span class="text-red-selected">mspan>plete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of <span class="text-red-selected">mspan>s pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall <span class="text-red-selected">mspan>aterials and pipesupto site ofwork co<span class="text-red-selected">mspan>plete. 26 6 27 8 28 10 29 12 30 scarifying the existing bitu<span class="text-red-selected">mspan>inous road surface to a depth of 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> and disposal of scarified <span class="text-red-selected">mspan>aterial within all lifts and lead upto 1 k<span class="text-red-selected">mspan> (by <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>eans). 31 scarifying <span class="text-red-selected">mspan>etalled (water-bound) road surface including disposal of rubbish lead upto 50<span class="text-red-selected">mspan> and consolidation of the aggregate received fro<span class="text-red-selected">mspan> scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> base course with quarry crushed stone aggregate 90 to 45<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size, stone screening 13.20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size and binding <span class="text-red-selected">mspan>aterial as per <span class="text-red-selected">mspan>orth specification including screening, sorting, spreading to te<span class="text-red-selected">mspan>plate and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfro<span class="text-red-selected">mspan> approved soucrce upto site of wotk co<span class="text-red-selected">mspan>plete(finished work to be <span class="text-red-selected">mspan>easured) 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> co<span class="text-red-selected">mspan>pacted thickness 33 providing and laying water bound <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> base course with quarry crushed stone aggregate 63 to 45<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size, stone screening 13.20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size and binding <span class="text-red-selected">mspan>aterial as per <span class="text-red-selected">mspan>orth specification including screening, sorting, spreading to te<span class="text-red-selected">mspan>plate and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfro<span class="text-red-selected">mspan> approved soucrce upto site of wotk co<span class="text-red-selected">mspan>plete(finished work to be <span class="text-red-selected">mspan>easured) 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> co<span class="text-red-selected">mspan>pacted thickness 34 providing and laying water bound <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> base course with quarry crushed stone aggregate 53 to 22.4<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size, stone screening 11.20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size and binding <span class="text-red-selected">mspan>aterial as per <span class="text-red-selected">mspan>orth specification including screening, sorting, spreading to te<span class="text-red-selected">mspan>plate and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfro<span class="text-red-selected">mspan> approved soucrce upto site of wotk co<span class="text-red-selected">mspan>plete(finished work to be <span class="text-red-selected">mspan>easured) 75<span class="text-red-selected">mspan><span class="text-red-selected">mspan> co<span class="text-red-selected">mspan>pacted thickness 35 providing, laying, spreading and co<span class="text-red-selected">mspan>pacting graded stone aggregate (size range 53 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 0.075 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ) to wet <span class="text-red-selected">mspan>ix <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> (w<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) specification including pre<span class="text-red-selected">mspan>ixing the <span class="text-red-selected">mspan>aterial with water at o<span class="text-red-selected">mspan>c in <span class="text-red-selected">mspan>echanical <span class="text-red-selected">mspan>ix plant, carriage of <span class="text-red-selected">mspan>ixed <span class="text-red-selected">mspan>aterial by tipper to site, for all leads & lifts, laying in unifor<span class="text-red-selected">mspan> layers with <span class="text-red-selected">mspan>echanical paver finisher in sub- base / base course on well prepared surface and co<span class="text-red-selected">mspan>pacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, co<span class="text-red-selected">mspan>plete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitu<span class="text-red-selected">mspan>en of grade –vg-10, including heating the bitu<span class="text-red-selected">mspan>en, spraying the bitu<span class="text-red-selected">mspan>en with <span class="text-red-selected">mspan>echanically operated spray unit fitted on bitu<span class="text-red-selected">mspan>en boiler, cleaning and preparing the existing road surface as per specifications. on bitu<span class="text-red-selected">mspan>en surface @ 0.50 kg/sq<span class="text-red-selected">mspan> 37 providing and applying tack coat using hot straight run bitu<span class="text-red-selected">mspan>en of grade –vg-10, including heating the bitu<span class="text-red-selected">mspan>en, spraying the bitu<span class="text-red-selected">mspan>en with <span class="text-red-selected">mspan>echanically operated spray unit fitted on bitu<span class="text-red-selected">mspan>en boiler, cleaning and preparing the existing road surface as per specifications. on w.b.<span class="text-red-selected">mspan>. @ 0.75 kg/sq<span class="text-red-selected">mspan> 38 providing and laying bitu<span class="text-red-selected">mspan>inous <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> using crushed stone aggregates of specified grading pre<span class="text-red-selected">mspan>ixed with bitu<span class="text-red-selected">mspan>inous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and align<span class="text-red-selected">mspan>ent and rolling with s<span class="text-red-selected">mspan>ooth wheeled, vibratory and tande<span class="text-red-selected">mspan> rollers as per specifications to achieve the desired co<span class="text-red-selected">mspan>paction and density, co<span class="text-red-selected">mspan>plete as per specifications and directions of engineer-in-charge. 50 to 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average co<span class="text-red-selected">mspan>pacted thickness with bitu<span class="text-red-selected">mspan>en of grade vg-10 @ 3.5% (percentage by weight of total <span class="text-red-selected">mspan>ix) 39 providing and laying se<span class="text-red-selected">mspan>i- dense bitu<span class="text-red-selected">mspan>inous concrete using crushed stone aggregates of specified grading, pre<span class="text-red-selected">mspan>ixed with bitu<span class="text-red-selected">mspan>inous binder and filler, transporting the hot <span class="text-red-selected">mspan>ix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and align<span class="text-red-selected">mspan>ent and rolling with s<span class="text-red-selected">mspan>ooth wheeled, vibratory and tande<span class="text-red-selected">mspan> rollers to achieve the desired co<span class="text-red-selected">mspan>paction and density as per specification, co<span class="text-red-selected">mspan>plete and as per directions of engineer-in-charge. 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> co<span class="text-red-selected">mspan>pacted thickness with bitu<span class="text-red-selected">mspan>en of grade vg 10 @ 5% (percentage by weight of total <span class="text-red-selected">mspan>ix) and li<span class="text-red-selected">mspan>e filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bitu<span class="text-red-selected">mspan>inous <span class="text-red-selected">mspan>acada<span class="text-red-selected">mspan> using crushed stone aggregates of specified grading, pre<span class="text-red-selected">mspan>ixed with bitu<span class="text-red-selected">mspan>inous binder and filler, transporting the hot <span class="text-red-selected">mspan>ix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and align<span class="text-red-selected">mspan>ent and rolling with s<span class="text-red-selected">mspan>ooth wheeled, vibratory and tande<span class="text-red-selected">mspan> rollers as per specifications to achieve the desired co<span class="text-red-selected">mspan>paction and density, co<span class="text-red-selected">mspan>plete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average co<span class="text-red-selected">mspan>pacted thickness with bitu<span class="text-red-selected">mspan>en of grade vg-30 @5% (percentage by weight of total <span class="text-red-selected">mspan>ix) and li<span class="text-red-selected">mspan>e filler @ 2% (percentage by weight of aggregate) prepared in batch type hot <span class="text-red-selected">mspan>ix plant of 100-120 tph capacity. 16.62.2 50 to 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> average co<span class="text-red-selected">mspan>pacted thickness with bitu<span class="text-red-selected">mspan>en of grade vg-30 @5% (percentage by weight of total <span class="text-red-selected">mspan>ix) and li<span class="text-red-selected">mspan>e filler @ 2% (percentage by weight of aggregate) prepared in dru<span class="text-red-selected">mspan> type hot <span class="text-red-selected">mspan>ix plant of 60-90 tph capacity. 41 providing and laying seal coat of pre<span class="text-red-selected">mspan>ixed fine aggregate (passing 2.36 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> and retained on 180 <span class="text-red-selected">mspan>icron sieve) with bitu<span class="text-red-selected">mspan>en using 128 kg of bitu<span class="text-red-selected">mspan>en of grade vg-10 bitu<span class="text-red-selected">mspan>en per cu<span class="text-red-selected">mspan> of fine aggregate and 0.60 cu<span class="text-red-selected">mspan> of fine aggregate per 100 sq<span class="text-red-selected">mspan> of road surface including rolling and finishing with road all co<span class="text-red-selected">mspan>plete. 42 providing and laying of stone soling, hand packed, including carriage of sa<span class="text-red-selected">mspan>e fro<span class="text-red-selected">mspan> approved source upto site of work co<span class="text-red-selected">mspan>plete. 43 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete in1 : 4 : 8 (1 ce<span class="text-red-selected">mspan>ent :4 coarse sand : 8 graded crushed stone aggregate, 40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) excluding the cost of centering and shuttering but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete. 44 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete in1 : 3 : 6 (1 ce<span class="text-red-selected">mspan>ent : 3 coarse sand : 6 graded crushed stone aggregate, 40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) excluding the cost of centering and shuttering but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete. 45 providing and laying in position ce<span class="text-red-selected">mspan>ent concrete in1 : 2 : 4 (1 ce<span class="text-red-selected">mspan>ent :2 coarse sand : 4 graded crushed stone aggregate, 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) excluding the cost of centering and shuttering but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete. 46 providing and laying in position specified grade of reinforced ce<span class="text-red-selected">mspan>ent concrete including curing but excluding the cost of centering, shuttering, finishing and reinforce<span class="text-red-selected">mspan>ent. but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete.all works upto plinth level (1: 1.5 : 3 (1 ce<span class="text-red-selected">mspan>ent : 1.5 coarse sand : 3 graded stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) 47 providing and laying in position specified grade of reinforced ce<span class="text-red-selected">mspan>ent concrete including curing but excluding the cost of centering, shuttering, finishing and reinforce<span class="text-red-selected">mspan>ent. but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete.all works upto plinth level (1 : 2 : 4 (1 ce<span class="text-red-selected">mspan>ent :2 coarse sand : 4 graded crushed stone aggregate, 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size)) 48 reinforced ce<span class="text-red-selected">mspan>ent concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, colu<span class="text-red-selected">mspan>ns, pillars, piers, abut<span class="text-red-selected">mspan>ents, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforce<span class="text-red-selected">mspan>ent.but including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete. (1: 1.5 : 3 (1 ce<span class="text-red-selected">mspan>ent : 1.5 coarse sand : 3 graded stone aggregate 20 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) 49 reinforce<span class="text-red-selected">mspan>ent for rcc work including straightening cutting, bending, placing in position and binding all co<span class="text-red-selected">mspan>plete (ther<span class="text-red-selected">mspan>o <span class="text-red-selected">mspan>echanically treated bars) including all carriages co<span class="text-red-selected">mspan>plete. fe-500 d or <span class="text-red-selected">mspan>ore 50 providing / fixing of necessary far<span class="text-red-selected">mspan> work / shuttering including strutting, propping etc and re<span class="text-red-selected">mspan>oval of sa<span class="text-red-selected">mspan>e co<span class="text-red-selected">mspan>plete 51 foundations, footings, bases for colu<span class="text-red-selected">mspan>ns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access platefor<span class="text-red-selected">mspan> 54 50<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent concrete flooring 1:2:4 (1 ce<span class="text-red-selected">mspan>ent: 2 coarse sand : 4 graded stone aggregate 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) finished wit a floating coat of neat ce<span class="text-red-selected">mspan>ent including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources upto site of work co<span class="text-red-selected">mspan>plete 55 40<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent concrete flooring 1:2:4 (1 ce<span class="text-red-selected">mspan>ent: 2 coarse sand : 4 graded stone aggregate 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) finished wit a floating coat of neat ce<span class="text-red-selected">mspan>ent including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources upto site of work co<span class="text-red-selected">mspan>plete 56 25<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick ce<span class="text-red-selected">mspan>ent concrete flooring 1:2:4 (1 ce<span class="text-red-selected">mspan>ent: 2 coarse sand : 4 graded stone aggregate 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) finished wit a floating coat of neat ce<span class="text-red-selected">mspan>ent including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources upto site of work co<span class="text-red-selected">mspan>plete 57 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix 1:4 (1ce<span class="text-red-selected">mspan>ent: 4 fine sand) including all carriages co<span class="text-red-selected">mspan>plete. 58 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix 1:6 (1ce<span class="text-red-selected">mspan>ent: 6 fine sand) including all carriages co<span class="text-red-selected">mspan>plete. 59 15<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix 1:4 (1ce<span class="text-red-selected">mspan>ent: 4 fine sand) including all carriages co<span class="text-red-selected">mspan>plete. 60 15<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster of <span class="text-red-selected">mspan>ix 1:6 (1ce<span class="text-red-selected">mspan>ent: 6 fine sand) including all carriages co<span class="text-red-selected">mspan>plete. 61 dry rando<span class="text-red-selected">mspan> rubble <span class="text-red-selected">mspan>asonry in 100 x100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>esh size g.i wire crate <span class="text-red-selected">mspan>ade of 5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all <span class="text-red-selected">mspan>aterial involed (crates and stones) and carriage of sa<span class="text-red-selected">mspan>e upto site work co<span class="text-red-selected">mspan>plete (quarry stones) 62 rando<span class="text-red-selected">mspan> rubble <span class="text-red-selected">mspan>asonry with hard stone (quarry) in foundation and plinth including leveling up with ce<span class="text-red-selected">mspan>ent concrete 1:6:12 (1 ce<span class="text-red-selected">mspan>ent : 6 coarsesand : 12 graded stone aggregate 20<span class="text-red-selected">mspan><span class="text-red-selected">mspan> no<span class="text-red-selected">mspan>inal size) upto plinth level and curing co<span class="text-red-selected">mspan>plete with: ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:6 (1 ce<span class="text-red-selected">mspan>ent : 6 coarse sand) including carriage of all <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> approved sources up to site of work co<span class="text-red-selected">mspan>plete. 63 engage<span class="text-red-selected">mspan>ent of labour /<span class="text-red-selected">mspan>asdoor for one day 64 engage<span class="text-red-selected">mspan>ent of skilled labour with all <span class="text-red-selected">mspan>achinary like cutters , axe etc for purning of the trees 65 pu<span class="text-red-selected">mspan>ping out water caused by springs, tidal or river seepage, broken water <span class="text-red-selected">mspan>ains or drains and the like. 66 re<span class="text-red-selected">mspan>oval of unhygienic <span class="text-red-selected">mspan>aterials (so classified by the site engineer) fro<span class="text-red-selected">mspan> designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 <span class="text-red-selected">mspan> and lift upto 1.5 <span class="text-red-selected">mspan>. 68 in ordinary soils disposal lead upto 50 <span class="text-red-selected">mspan> and lift upto 1.5 <span class="text-red-selected">mspan>. 69 in soils; <span class="text-red-selected">mspan>ixed with <span class="text-red-selected">mspan>ooru<span class="text-red-selected">mspan>/kankar/shingle/boulders; disposal lead upto 50 <span class="text-red-selected">mspan> and lift upto 1.5 <span class="text-red-selected">mspan>. 70 in soils; <span class="text-red-selected">mspan>ixed with deco<span class="text-red-selected">mspan>posed rocks; by blasting or any other <span class="text-red-selected">mspan>eans 71 providing and applying 2.5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick road <span class="text-red-selected">mspan>arking strips (retro-reflective) of specified shade/colour using hot ther<span class="text-red-selected">mspan>oplastic <span class="text-red-selected">mspan>aterial by fully/se<span class="text-red-selected">mspan>iauto<span class="text-red-selected">mspan>atic ther<span class="text-red-selected">mspan>oplastic paint applicator <span class="text-red-selected">mspan>achine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of <span class="text-red-selected">mspan>aterial, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign<span class="text-red-selected">mspan>aterial etc. co<span class="text-red-selected">mspan>plete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with li<span class="text-red-selected">mspan>e to give an even shade :old work (two or <span class="text-red-selected">mspan>ore coats) 73 white washing with li<span class="text-red-selected">mspan>e to give an even shade :old work (one or <span class="text-red-selected">mspan>ore coats) 74 painting with synthetic ena<span class="text-red-selected">mspan>el paint of approved brand and <span class="text-red-selected">mspan>anufacture of required colour to give an even shade, one or <span class="text-red-selected">mspan>ore coats on old work 75 painting road surface <span class="text-red-selected">mspan>arking with adequate no. of coats to give unifor<span class="text-red-selected">mspan> finish with read <span class="text-red-selected">mspan>ixed road <span class="text-red-selected">mspan>arking paint confor<span class="text-red-selected">mspan>ing to is: 164, on bitu<span class="text-red-selected">mspan>inoussurface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign <span class="text-red-selected">mspan>aterial etc. co<span class="text-red-selected">mspan>plete.old work ( one or <span class="text-red-selected">mspan>ore coats) 76 providing and laying at or near ground level factory <span class="text-red-selected">mspan>ade kerb stone of <span class="text-red-selected">mspan>-25 grade ce<span class="text-red-selected">mspan>ent in position to the required line, level and curvature jointed with ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar 1:3 (1 ce<span class="text-red-selected">mspan>ent: 3 coarse sand) including <span class="text-red-selected">mspan>aking joints with or without grooves (thickness of the joints except at sharp curve shall not to be <span class="text-red-selected">mspan>ore than 5<span class="text-red-selected">mspan><span class="text-red-selected">mspan>) including <span class="text-red-selected">mspan>aking drainage opening wherever required co<span class="text-red-selected">mspan>plete etc. as per direction of engineer-incharge (length of finished kerb edging shall be <span class="text-red-selected">mspan>easured for pay<span class="text-red-selected">mspan>ent). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 <span class="text-red-selected">mspan>anufacturing supplying and fixing retro reflective sign boards <span class="text-red-selected">mspan>ade up of 2<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thick alu<span class="text-red-selected">mspan>inu<span class="text-red-selected">mspan> sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting confor<span class="text-red-selected">mspan>ing to type-iv of ast<span class="text-red-selected">mspan>-d-4956-01 in blue and silver white or other colour co<span class="text-red-selected">mspan>bination including subject <span class="text-red-selected">mspan>atter, <span class="text-red-selected">mspan>essage (bi-lingual), sy<span class="text-red-selected">mspan>bols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure confor<span class="text-red-selected">mspan>ing to class -2 of ast<span class="text-red-selected">mspan>-d-4956-01 and fixing the sa<span class="text-red-selected">mspan>e with suitable sized alu<span class="text-red-selected">mspan>inu<span class="text-red-selected">mspan> alloy rivets @ 20c<span class="text-red-selected">mspan> c/c to back support fra<span class="text-red-selected">mspan>e of <span class="text-red-selected">mspan>.s. angle iron of size 25x25x3<span class="text-red-selected">mspan><span class="text-red-selected">mspan> along with theft resistant <span class="text-red-selected">mspan>easures <span class="text-red-selected">mspan>ounted and fixed with 2 nos. <span class="text-red-selected">mspan>.s. angles of size 35x35x5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to a vertical post <span class="text-red-selected">mspan>ade upto <span class="text-red-selected">mspan>.s. tee section is<span class="text-red-selected">mspan>t 50x50x6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> welded with 16.0 (road work) 224 base plate of size 100x100x5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> at the botto<span class="text-red-selected">mspan> end and including <span class="text-red-selected">mspan>aking holes in pipes, angle flats, providing and fixing <span class="text-red-selected">mspan>.s. <span class="text-red-selected">mspan>essage plate of required size steel work to be painted with two or <span class="text-red-selected">mspan>ore coats of synthetic ena<span class="text-red-selected">mspan>el paint of required shade and of approved brand & <span class="text-red-selected">mspan>anufacture over pri<span class="text-red-selected">mspan>ing coat of zinc chro<span class="text-red-selected">mspan>ate yellow pri<span class="text-red-selected">mspan>er (vertical <span class="text-red-selected">mspan>.s.-tee support to be painted in black and white colours). backside of alu<span class="text-red-selected">mspan>inu<span class="text-red-selected">mspan> sheet to be painted with two or <span class="text-red-selected">mspan>ore coats of epoxy paint over and including appropriate pri<span class="text-red-selected">mspan>ing coats including all leads and lifts etc. co<span class="text-red-selected">mspan>plete as per drawing, specification and direction of engineer-in-charge. 16.66.1 <span class="text-red-selected">mspan>andatory/regulatory sign boards of 900 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia<span class="text-red-selected">mspan>eter with part as length of 3750 <span class="text-red-selected">mspan><span class="text-red-selected">mspan>. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a pri<span class="text-red-selected">mspan>ing coat of approved steel pri<span class="text-red-selected">mspan>er all co<span class="text-red-selected">mspan>plete 79 structural steel work in built up sections, trusses and fra<span class="text-red-selected">mspan>ed work, including cutting, hoisting, fixing in position and applying a pri<span class="text-red-selected">mspan>ing coat of approved steel pri<span class="text-red-selected">mspan>er all co<span class="text-red-selected">mspan>plete. welded 80 supply and filling of rb<span class="text-red-selected">mspan> of specified grade including spreading, watering, ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing, co<span class="text-red-selected">mspan>pacting with prr of 8 to 10 tonne capacity <span class="text-red-selected">mspan>aterial availabe at site
