List of u-p-s Tenders

Tender for s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly installation of 24 nos. 6x200watt high mast light with 9mtr. <span class="text-red-selected">pspan>ole in district sonbhadra for csr scheme <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>.<span class="text-red-selected">pspan>.

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Tender for work of laying r<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>bber molded interlocking from j-35/11-m to j-35/31-b-m ali h<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ssain j-35/31 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>hail em<span class="text-red-selected">pspan>ty <span class="text-red-selected">pspan>lot and from railway to zaheer haji j-35/8-k shakkar cha<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>dharys ho<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>se in mo. nakkhighat <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder ward no. 60 ali<span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r

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Tender for constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ction of interlocking and <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an> drain in vianyak<span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r d.k. katiyar to electronic sho<span class="text-red-selected">pspan> cornar both side foot<span class="text-red-selected">pspan>ath <span class="text-red-selected">pspan>atri kan<span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r nagar

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Tender for ann<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>al rate contract for soil investigation, trail <span class="text-red-selected">pspan>it, conto<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rvey & other related work for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>osed 66kv, 220kv s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>b-stations & live s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>b-stations <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder transmission circle j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nagadh.

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Tender for erection & labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r work of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly, laying,testing & commissioning of 11/22 kv <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndergro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd xl<span class="text-red-selected">pspan>e cable (xl<span class="text-red-selected">pspan>e cable will be s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>lied by dgvcl) with cable end termination & straight thro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gh jointing kit (to be s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>lied by contractor) on arc basis <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder all scheme <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder magdalla,althan,<span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>lod sdn <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>lod division as well as in j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>risdiction of all s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>b division <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>lod division or within the j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>risdiction of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rat city circle..

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Tender for constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation trenches incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding dressing of the side and ramming of bottom.lifts <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> to 1.50 m incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding getting o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t theexcavated soil and dis<span class="text-red-selected">pspan>osal of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r<span class="text-red-selected">pspan>l<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>s excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying chemical em<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lsion in sealed containers incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding delivery as s<span class="text-red-selected">pspan>ecified. chlor<span class="text-red-selected">pspan>yri<span class="text-red-selected">pspan>hos/ lindane em<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lsifiable concentrate of 20%. (dar/2.34.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 3 dil<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ting and injecting chemical em<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lsion for <span class="text-red-selected">pspan>ost-constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ctional anti-termite treatment (excl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding the cost of chemical em<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lsion) : treatment of soil <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder existing floors <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing chemical em<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lsion @ one litre <span class="text-red-selected">pspan>er hole, 300 mm a<span class="text-red-selected">pspan>art incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding drilling 12 mm diameter holes and <span class="text-red-selected">pspan>l<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlor<span class="text-red-selected">pspan>yri<span class="text-red-selected">pspan>hos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 4 2.5 cm thick dam<span class="text-red-selected">pspan> <span class="text-red-selected">pspan>roof co<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rse with cement and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved coarse sand 1:1½ with and incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding water <span class="text-red-selected">pspan>roofing as ordered by the engineer incharge in the <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>ortion as s<span class="text-red-selected">pspan>ecified by the man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>fact<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rer incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of all materials, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r, tools & <span class="text-red-selected">pspan>lants etc. req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of the work and incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ring & sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tterings as necessary. (<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020/361) 5 a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying a coat of resid<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>al <span class="text-red-selected">pspan>etrole<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m bit<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>men of grade of vg-10 of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing 1.7 kg <span class="text-red-selected">pspan>er sq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>are metre on dam<span class="text-red-selected">pspan> <span class="text-red-selected">pspan>roof co<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rse after cleaning the s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface with br<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>shes and finally with a <span class="text-red-selected">pspan>iece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmga<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ge a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved stone ballast, coarse sand & cement in the <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>ortion of 8:4:1 incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of all material, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r, tools&<span class="text-red-selected">pspan>lants etc req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of the work. 7 b/w with bricks of class 150 in fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation & <span class="text-red-selected">pspan>linth in cm 1:4 (based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r co<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rse sand 2.20 f.m. mortar s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>erstr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ct<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t for walls of half brick thick incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of all material, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r, t&<span class="text-red-selected">pspan> etc. req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of the work. (<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r co<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rse sand 2.20 f.m. mortar s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>erstr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ct<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t for walls of half brick thick incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of all material, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r, t&<span class="text-red-selected">pspan> etc. req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of the work. (<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020/305(a)+310a 10 extra for <span class="text-red-selected">pspan>roviding and <span class="text-red-selected">pspan>lacing in <span class="text-red-selected">pspan>osition 2 nos 6mm dia. m.s. bars at every third co<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rse of half brick masonry.<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd-sor-2020-dar-18/6.15/ 11 <span class="text-red-selected">pspan>roviding and laying in <span class="text-red-selected">pspan>osition machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing cement content as <span class="text-red-selected">pspan>er a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved design mix, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m<span class="text-red-selected">pspan>ing of concrete to site of laying b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t excl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding the cost of centering, sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ttering, finishing and reinforcement, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding admixt<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>res in recommended <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>ortions as <span class="text-red-selected">pspan>er is: 9103 to accelerate, retard setting of concrete, im<span class="text-red-selected">pspan>rove workability witho<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t im<span class="text-red-selected">pspan>airing strength and d<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rability as <span class="text-red-selected">pspan>er direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m. excess/ less cement <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sed as <span class="text-red-selected">pspan>er design mix is <span class="text-red-selected">pspan>ayable/recoverable se<span class="text-red-selected">pspan>arately). all works <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>to <span class="text-red-selected">pspan>linth level 12 <span class="text-red-selected">pspan>roviding and laying in <span class="text-red-selected">pspan>osition machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing cement content as <span class="text-red-selected">pspan>er a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved design mix, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m<span class="text-red-selected">pspan>ing of concrete to site of laying b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t excl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding the cost of centering, sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ttering, finishing and reinforcement, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding admixt<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>res in recommended <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>ortions as <span class="text-red-selected">pspan>er is: 9103 to accelerate, retard setting of concrete, im<span class="text-red-selected">pspan>rove workability witho<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t im<span class="text-red-selected">pspan>airing strength and d<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rability as <span class="text-red-selected">pspan>er direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m. excess/ less cement <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sed as <span class="text-red-selected">pspan>er design mix is <span class="text-red-selected">pspan>ayable/recoverable se<span class="text-red-selected">pspan>arately).all works above <span class="text-red-selected">pspan>linth level <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>to floor v level 13 centringand sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tteringincl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting, <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ing etc. andremoval of form for : fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation footings, base of col<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mn 14 centringand sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tteringincl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting, <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ing etc. andremoval of form for : lintels, beams, <span class="text-red-selected">pspan>linth beam, grinder 15 centringand sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tteringincl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting, <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ing etc. andremoval of form for : s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>s<span class="text-red-selected">pspan>ended floors, roofs, landings 16 col<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mns, <span class="text-red-selected">pspan>illars, <span class="text-red-selected">pspan>iers, ab<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tments, <span class="text-red-selected">pspan>osts and str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ts. (dar/5.9.6/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 17 edges of slabs and breaks in floors and walls:<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder 20 cms wide. (dar/5.9.16.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 18 earth work in ro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gh excavation , banking excavaated earth in layers not exceeding 20 cm in de<span class="text-red-selected">pspan>th, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and to<span class="text-red-selected">pspan> most layer with <span class="text-red-selected">pspan>ower roller of minim<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m 8 tonnes and dressing <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> in embankments for roads, flood banks, marginal banks and g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ide banks or filling <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd de<span class="text-red-selected">pspan>ressions, all leads as <span class="text-red-selected">pspan>er(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding straightening, c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting bending, <span class="text-red-selected">pspan>lacing in <span class="text-red-selected">pspan>osition and binding all com<span class="text-red-selected">pspan>lete <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>to <span class="text-red-selected">pspan>linth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 20 12mm cement <span class="text-red-selected">pspan>laster of mix: 1:6 (1 cement : 6 coarse sand)based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor 2020 dar-18/13.4.2 21 6mm cement <span class="text-red-selected">pspan>laster of mix: 1:3 (1 cement : 3 coarse sand)based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor 2020 dar-18/13.17 22 15mm cement <span class="text-red-selected">pspan>laster of mix: 1:6 (1 cement : 6 coarse sand)based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior <span class="text-red-selected">pspan>aint of req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired shade: new work (two or more coat a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lied @ 1.67 ltr/10 sqm over and incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding base coat of water <span class="text-red-selected">pspan>roofing cement <span class="text-red-selected">pspan>aint a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lied @ 2.20 kg/ 10 sqm). 24 distem<span class="text-red-selected">pspan>ering with dry distem<span class="text-red-selected">pspan>er of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved brand and man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>fact<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re (two or more coats) of req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired shade on new work, over and incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding water thinnable <span class="text-red-selected">pspan>riming coat to give an even shade 25 <span class="text-red-selected">pspan>roviding and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying <span class="text-red-selected">pspan>laster of <span class="text-red-selected">pspan>aris <span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tty of 2 mm thickness over <span class="text-red-selected">pspan>lastered s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface to <span class="text-red-selected">pspan>re<span class="text-red-selected">pspan>are the s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface even and smooth com<span class="text-red-selected">pspan>lete.dar-18/13.26 26 <span class="text-red-selected">pspan>ainting with synthetic enemel <span class="text-red-selected">pspan>aint of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved brand and man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>fact<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re to give an even shade: two or more coats on new work. 27 <span class="text-red-selected">pspan>roviding and fixing on wall face <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>n<span class="text-red-selected">pspan>lasticised rigid <span class="text-red-selected">pspan>vc rain water <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es conforming to is : 13592 ty<span class="text-red-selected">pspan>e a, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding jointing with seal ring conforming to is : 5382, leaving 10 mm ga<span class="text-red-selected">pspan> for thermal ex<span class="text-red-selected">pspan>ansion, (i) single socketed <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es. 110mm dia 28 <span class="text-red-selected">pspan>roviding and fixing on wall face <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>n<span class="text-red-selected">pspan>lasticised - <span class="text-red-selected">pspan>vc mo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lded fittings/ accessories for <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>n<span class="text-red-selected">pspan>lasticised rigid <span class="text-red-selected">pspan>vc rain water <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es conforming to is : 13592 ty<span class="text-red-selected">pspan>e a, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding jointing with seal ring conforming to is : 5382, leaving 10 mm ga<span class="text-red-selected">pspan> for thermal ex<span class="text-red-selected">pspan>ansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 30 shoe (<span class="text-red-selected">pspan>lain) 110 mm shoe (dar/12.42.6.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 31 <span class="text-red-selected">pspan>roviding and fixing <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>n<span class="text-red-selected">pspan>lasticised -<span class="text-red-selected">pspan>vc <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>e cli<span class="text-red-selected">pspan>s of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved design to <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>n<span class="text-red-selected">pspan>lasticised - <span class="text-red-selected">pspan>vc rain water <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es by means of 50x50x50 mm hard wood <span class="text-red-selected">pspan>l<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gs, screwed with m.s. screws of req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired length, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. com<span class="text-red-selected">pspan>lete. 110 mm (dar/12.43.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 32 <span class="text-red-selected">pspan>roviding and fixing to the inlet mo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>th of rain water <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>e cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 33 steel work welded in b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ilt <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> sections/ framed work incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting, hoisting, fixing in <span class="text-red-selected">pspan>osition and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying a <span class="text-red-selected">pspan>riming coat of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved steel <span class="text-red-selected">pspan>rimer <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ct<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ral steel etc. as req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired.in gratings, frames, g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 <span class="text-red-selected">pspan>roviding and fixing water closet sq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>atting <span class="text-red-selected">pspan>an (indian ty<span class="text-red-selected">pspan>e w.c. <span class="text-red-selected">pspan>an with 100mm sand cast iron <span class="text-red-selected">pspan> or s tra<span class="text-red-selected">pspan>, 10 litre low level white <span class="text-red-selected">pspan>.v.c. fl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>shing cistern with man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ally controlled device (handle lever) conforming to is : 7231, with all fittings and fixt<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>res com<span class="text-red-selected">pspan>lete incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting and making good the walls and floors wherever req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired white vitreo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>s china orissa <span class="text-red-selected">pspan>attern w.c. <span class="text-red-selected">pspan>an of size 580x440mm with integral ty<span class="text-red-selected">pspan>e foot rests.<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor-2020-dar 18/17.1.1 35 <span class="text-red-selected">pspan>roviding and fixing wash basin with c.l. brackets, 15 mm c.<span class="text-red-selected">pspan>. brass <span class="text-red-selected">pspan>illar ta<span class="text-red-selected">pspan>s,32 mm c.<span class="text-red-selected">pspan>. brass waste of standard <span class="text-red-selected">pspan>attern, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>ainting of fittings and brackets, c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting and making good the walls wherever req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired:<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd sor-2020-dar 17.7.1 36 <span class="text-red-selected">pspan>roviding and fixing chlorinated <span class="text-red-selected">pspan>olyvinyl chloride (c<span class="text-red-selected">pspan>vc) <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es, having thermal stability for hot & cold water s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding all c<span class="text-red-selected">pspan>vc <span class="text-red-selected">pspan>lain & brass threaded fittings i/c fixing the <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>e with clam<span class="text-red-selected">pspan>s at 1.00 m s<span class="text-red-selected">pspan>acing. this incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>des jointing of <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es & fittings with one ste<span class="text-red-selected">pspan> c<span class="text-red-selected">pspan>vc solvent cement and the cost of c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tting chases and making good the same incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding testing of joints com<span class="text-red-selected">pspan>lete as <span class="text-red-selected">pspan>er direction of engineer in charge.20mm od <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es. (dar/18.8.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 37 25mm od <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es. (dar/18.8.3/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 38 <span class="text-red-selected">pspan>roviding and fixingbrass gate valve with c.i. wheel of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 40 <span class="text-red-selected">pspan>roviding and laying integral cement based water <span class="text-red-selected">pspan>roofing treatment incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>re<span class="text-red-selected">pspan>aration of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface as req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for treatment of roofs, balconies, terraces etc consisting of following o<span class="text-red-selected">pspan>erations: a) a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying a sl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rry coat of neat cement <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing 2.75 kg/sqm. of cement admixed with water <span class="text-red-selected">pspan>roofing com<span class="text-red-selected">pspan>o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd conforming to is. 2645 and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge over the rcc slab incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding adjoining walls <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>to 300mm height incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding cleaning the s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface before treatment. b) laying brick bats with mortar <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water <span class="text-red-selected">pspan>roofing com<span class="text-red-selected">pspan>o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd conforming to is : 2645 and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water <span class="text-red-selected">pspan>roofing com<span class="text-red-selected">pspan>o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd conforming to is : 2645 and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge to req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired slo<span class="text-red-selected">pspan>e and treating similarly the adjoining walls <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>to 300 mm height incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding ro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nding of j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nctions of walls and slabs c) after two days of <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ring a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying a second coat of cement sl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rry <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sing 2.75kg! sqm of cement admixed with water <span class="text-red-selected">pspan>roofing com<span class="text-red-selected">pspan>o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd conforming to is : 2645 and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge. d) finishing the s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water <span class="text-red-selected">pspan>roofing com<span class="text-red-selected">pspan>o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd conforming to is: 2645 and a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding laying glass fibre doth of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality in to<span class="text-red-selected">pspan> layer of <span class="text-red-selected">pspan>laster and finally finishing the s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface with trowe’ with neat cement s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>vr an making <span class="text-red-selected">pspan>attern ot 300x300 mm sq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>are 3mm dee<span class="text-red-selected">pspan>. e) the whole terrace so finished shall be flooded with water for a minim<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m <span class="text-red-selected">pspan>eriod of two weeks for c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ring and for final test. all above o<span class="text-red-selected">pspan>erations to be done in order and as directed and s<span class="text-red-selected">pspan>ecified by the engineer-in-charge: dar18/22.7.1 41 <span class="text-red-selected">pspan>roviding and <span class="text-red-selected">pspan>lacing on terrace (at all floor levels) <span class="text-red-selected">pspan>olyethylene water storage tank isi: 12701 marked with cover and s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ttable locking arrangement and making necessary holes for inlet, o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tlet and overflow <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t witho<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t fittings and the base s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ort for tank dar 18/ 18.48 42 making <span class="text-red-selected">pspan>linth <span class="text-red-selected">pspan>rotection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ted with fine sand, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding necessary excavation, levelling & dressing & finishing the to<span class="text-red-selected">pspan> smooth.(dar 2018-4.17)based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd sor/2020 43 <span class="text-red-selected">pspan>roviding and laying vitrified floor tiles in different sizes (thickness to be s<span class="text-red-selected">pspan>ecified by the man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>fact<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rer) with water absor<span class="text-red-selected">pspan>tion less than 0.08% and conforming to is: 15622, of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved make, in all colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rs and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement sl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rry @ 3.3kg/sqm incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ting the joints with white cement and matching <span class="text-red-selected">pspan>igments etc., com<span class="text-red-selected">pspan>lete. size of tile 600x600mm (dar/11.41.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 44 <span class="text-red-selected">pspan>roviding and fixing ist q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality ceramic glazed wall tiles conforming to is: 15622 (thickness to be s<span class="text-red-selected">pspan>ecified by the man<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>fact<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rer), of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved make, in all colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rs, shades exce<span class="text-red-selected">pspan>t b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rg<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndy, bottle green, black of any size as a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved by engineer-in-charge, in skirting, risers of ste<span class="text-red-selected">pspan>s and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement sl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rry @ 3.3kg <span class="text-red-selected">pspan>er sqm, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>ointing in white cement mixed with <span class="text-red-selected">pspan>igment of matching shade com<span class="text-red-selected">pspan>lete. (dar/8.31/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 45 <span class="text-red-selected">pspan>roviding and fixing brass bib cock of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality: 15 mm nominal bore (dar/18.15.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 46 <span class="text-red-selected">pspan>roviding and fixingbrass gate valve with c.i. wheel of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 47 <span class="text-red-selected">pspan>roviding and fixing nahani tra<span class="text-red-selected">pspan> 75x100mmincl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding all com<span class="text-red-selected">pspan>lete. 48 20 mm cement <span class="text-red-selected">pspan>laster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/<span class="text-red-selected">pspan>-902 49 <span class="text-red-selected">pspan>roviding and fixing isi marked fl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sh door sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tters conforming to is : 2202 (<span class="text-red-selected">pspan>art i) non-decorative ty<span class="text-red-selected">pspan>e, core of block board constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ction with frame of 1st class hard wood and well matched commercial 3 <span class="text-red-selected">pspan>ly veneering with vertical grains or cross bands and face veneers on both faces of sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tters: 30mm thick incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding isi marked stainless steel b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tt hinges with necessary screws. (dar/9.21.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 50 extra for <span class="text-red-selected">pspan>roviding isi marked stainless steel b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tt hinges instead of m.s. <span class="text-red-selected">pspan>ressed b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tt hinges bright finished of req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired size with necessary screws. (sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tter area to be meas<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>red). (dar/9.14/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 51 renewing <span class="text-red-selected">pspan>anes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass <span class="text-red-selected">pspan>anes fixed with brads & <span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tty incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>d<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ng s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of all material , labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r , tools & <span class="text-red-selected">pspan>lants req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of work<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd sor 2020/<span class="text-red-selected">pspan>26/806 52 <span class="text-red-selected">pspan>rroviding and fixing isi mark 3 layer <span class="text-red-selected">pspan>relaminated <span class="text-red-selected">pspan>article board conforming to grade 2 ty<span class="text-red-selected">pspan>e-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700*750*430) incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding all com<span class="text-red-selected">pspan>lete 53 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of work sb collection office/visitor chain with sheat dxwxh 400*400*450 mm <span class="text-red-selected">pspan>added with <span class="text-red-selected">pspan>oly<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rithane foam com<span class="text-red-selected">pspan>lete 54 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly wook at site sb collection exec<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tive table of 3 layer <span class="text-red-selected">pspan>relaminated <span class="text-red-selected">pspan>article board (wood <span class="text-red-selected">pspan>rod<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ct) of grade 2 ty<span class="text-red-selected">pspan>e 2 of is-12823/latest 1830 mm 950 mm 750mm incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding all com<span class="text-red-selected">pspan>lete 55 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying and filling in <span class="text-red-selected">pspan>linth with jam<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>na sand <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder floors, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding watering, ramming, consolidating and dressing com<span class="text-red-selected">pspan>lete. dar-18/2.27 56 <span class="text-red-selected">pspan>roviding and fixing factory made isi marked steel glazed doors, windows and ventilators, side /to<span class="text-red-selected">pspan> /centre h<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ng, with beading and all members s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ch as f7d, f4b, k11 b and k12 b etc. com<span class="text-red-selected">pspan>lete of standard rolled steel sections, joints mitred and flash b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tt welded and sash bars tenoned and riveted, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>roviding and fixing of hinges, <span class="text-red-selected">pspan>ivots, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding <span class="text-red-selected">pspan>riming coat of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved steel <span class="text-red-selected">pspan>rimer, b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t excl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding the cost of other fittings, com<span class="text-red-selected">pspan>lete all as <span class="text-red-selected">pspan>er a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved design, (sectional weight of only steel members shall be meas<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>red for <span class="text-red-selected">pspan>ayment).fixing with 15x3 mm l<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>cting brick masonry road g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lly chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding 500x450 mm <span class="text-red-selected">pspan>re-cast r.c.c. horizontal grating with frame com<span class="text-red-selected">pspan>lete as <span class="text-red-selected">pspan>er standard design with common b<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rnt clay f.<span class="text-red-selected">pspan>.s. (non mod<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lar) bricks of class designation 7.5.(dar/18.33.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 58 <span class="text-red-selected">pspan>roviding, laying and jointing glazed stoneware <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es class s<span class="text-red-selected">pspan>-1 with stiff mixt<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re of cement mortar in the <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>ortion of 1:1 (1 cement : 1 fine sand) incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding testing of joints etc. com<span class="text-red-selected">pspan>lete : (dar/19.1.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 59 <span class="text-red-selected">pspan>roviding and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-ro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd s.w. <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>es incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding bed concrete as <span class="text-red-selected">pspan>er standard design : (dar/19.2.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 60 <span class="text-red-selected">pspan>roviding and fixing sq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>are-mo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>th s.w. g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lly tra<span class="text-red-selected">pspan> class s<span class="text-red-selected">pspan>-1 com<span class="text-red-selected">pspan>lete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as <span class="text-red-selected">pspan>er standard design: (dar/19.4.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 61 <span class="text-red-selected">pspan>roviding and fixing heavy class ss gratingof a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved design incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding setting in floor with cement motor to match with floor finish as <span class="text-red-selected">pspan>er architect req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>irement s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>itable for waster and ft, <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t & fd.size 150 mm x 150 mm 62 <span class="text-red-selected">pspan>roviding and fixing <span class="text-red-selected">pspan>tmt towel rail com<span class="text-red-selected">pspan>lete with brackets fixed to wooden cleats with c<span class="text-red-selected">pspan> brass screws with concealed fittings arrangement of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality and colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 63 <span class="text-red-selected">pspan>roviding and fixing 600x450 mm beveled edge mirror of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan>erior glass (of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality) com<span class="text-red-selected">pspan>lete with 6 mm thick hard board gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd fixed to wooden cleats with c.<span class="text-red-selected">pspan>. brass screws and washers com<span class="text-red-selected">pspan>lete. (dar/17.31/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 64 <span class="text-red-selected">pspan>roviding and fixing <span class="text-red-selected">pspan>tmt soa<span class="text-red-selected">pspan> dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 65 <span class="text-red-selected">pspan>roviding and fixing chicken wire mesh (m<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rga jali) 24 ga<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ge and 20 mesh at j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nction of rcc and masonry walls incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding fixing in <span class="text-red-selected">pspan>osition with steel nails of 25 mm in length as a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved at req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired as directed by engineer-in-charge, scaffolding etc. com<span class="text-red-selected">pspan>lete. (ar/yeida//based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020))½x24 ga<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ge 66 <span class="text-red-selected">pspan>roviding and fixing al<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mini<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m hanging floor door sto<span class="text-red-selected">pspan><span class="text-red-selected">pspan>er, isi marked, anodised (anodic coating not less than grade ac 10 as <span class="text-red-selected">pspan>er is: 1868) trans<span class="text-red-selected">pspan>arent or dyed to req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r and shade, with necessary screws etc. com<span class="text-red-selected">pspan>lete.(dar/9.101.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020))single r<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>bber sto<span class="text-red-selected">pspan><span class="text-red-selected">pspan>er 67 <span class="text-red-selected">pspan>roviding and fixing al<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mini<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as <span class="text-red-selected">pspan>er is : 1868) trans<span class="text-red-selected">pspan>arent or dyed to req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r or shade, with necessary screws etc. com<span class="text-red-selected">pspan>lete:250x10mm(dar/9.97.2/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 68 <span class="text-red-selected">pspan>roviding and fixing al<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mini<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m handles,isi marked, anodised (anodic coating not less than grade ac 10 as <span class="text-red-selected">pspan>er is: 1868) trans<span class="text-red-selected">pspan>arent or dyed to req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r or shade, with necessary screws etc. com<span class="text-red-selected">pspan>lete.125 mm (dar/9.100.1/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 69 <span class="text-red-selected">pspan>roviding and fixing <span class="text-red-selected">pspan>tmt extension ni<span class="text-red-selected">pspan><span class="text-red-selected">pspan>le for water tank <span class="text-red-selected">pspan>i<span class="text-red-selected">pspan>e, fittings of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved q<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ality and colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020)) 70 <span class="text-red-selected">pspan>roviding & fixing of c<span class="text-red-selected">pspan> heavy d<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ty bottle tra<span class="text-red-selected">pspan> 32mm. (com<span class="text-red-selected">pspan>lete com<span class="text-red-selected">pspan>lying with relavent standard s<span class="text-red-selected">pspan>ecification and as directed by the com<span class="text-red-selected">pspan>etent a<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>thority.) for wash basin&<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rinal 71 <span class="text-red-selected">pspan>roviding and fixing 1 mm thick m.s. sheet sliding-sh<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sset <span class="text-red-selected">pspan>lates at the j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nctions and corners, 25 mm dia <span class="text-red-selected">pspan><s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lley, 40x40x6 mm angle and t- iron g<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ide at the to<span class="text-red-selected">pspan> and bottom res<span class="text-red-selected">pspan>ectively, incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>lying a <span class="text-red-selected">pspan>riming coat of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved steel <span class="text-red-selected">pspan>rimer <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> <span class="text-red-selected">pspan>wd sor-2020-dar-18/10.4 72 constr<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ction of gran<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lar s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>b-base by <span class="text-red-selected">pspan>roviding close graded material, mixing in mechanical mix <span class="text-red-selected">pspan>lant at omc, carriage of mixed material to work at site, s<span class="text-red-selected">pspan>reading <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>niform layers with motor grader on <span class="text-red-selected">pspan>re<span class="text-red-selected">pspan>ared s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface and com<span class="text-red-selected">pspan>acting with vibratory roller to achieve the desired density, com<span class="text-red-selected">pspan>lete as <span class="text-red-selected">pspan>er cla<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>se 401 for grade-1 material. (morth/(ar/yeida/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 73 <span class="text-red-selected">pspan>roviding and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete <span class="text-red-selected">pspan>aver block made by block making machine with strong vibratory com<span class="text-red-selected">pspan>action of a<span class="text-red-selected">pspan><span class="text-red-selected">pspan>roved size, design, sha<span class="text-red-selected">pspan>e, laid in req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ired colo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r and <span class="text-red-selected">pspan>attern over and incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding average 50mm thick com<span class="text-red-selected">pspan>acted bed coarse sand and filling the joints with fine sand all com<span class="text-red-selected">pspan>lete as <span class="text-red-selected">pspan>er the direction of engineer-in-charge with conforming to is-15658 and irc:s<span class="text-red-selected">pspan>:63. (ar/yeida/ based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020) 74 wiring <span class="text-red-selected">pspan>oint for light in 1.5 sq. mm. <span class="text-red-selected">pspan>vcins<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lated singlecoreco<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ercond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ctor cable (in<span class="text-red-selected">pspan>vccond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>it with 1.5sq.mm. frlsh <span class="text-red-selected">pspan>vc ins<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lated m<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ltistrand co<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ercond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ctor cable as earth wire drawn inside cond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>it.)and5 am<span class="text-red-selected">pspan>.fl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sh ty<span class="text-red-selected">pspan>eswitch& ceiling rose/angle/batten holderfixedwith3mmthick<span class="text-red-selected">pspan>henolic laminate backalitesheet withbrass machinescrews andc<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan> washers mo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nted overexisting m.s.switch boardbox/j<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nction boxwith s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>lyofallmaterial, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r& t&<span class="text-red-selected">pspan> etc. req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>iredfor<span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er com<span class="text-red-selected">pspan>letion of the work com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge <span class="text-red-selected">pspan>wd-2018 <span class="text-red-selected">pspan>s no-174c 75 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly and wiring of s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>bmains with 2 nos. of 2.5 sq. mm. frlsh <span class="text-red-selected">pspan>vc ins<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lated1100 vgrade m<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ltistrand singlecore co<span class="text-red-selected">pspan><span class="text-red-selected">pspan>er cond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ctorcable in 25mm dia heavy d<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ty (2mm thick) <span class="text-red-selected">pspan>vc cond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>itwith2 nos 2.5 sq.mm.frlsh <span class="text-red-selected">pspan>vc ins<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lated m<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ltistrand co<span class="text-red-selected">pspan><span class="text-red-selected">pspan>ercond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ctor cable asearth contin<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ity wire drawn in cond<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>it com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge <span class="text-red-selected">pspan>wd-2018 <span class="text-red-selected">pspan>s no-261c 76 s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly and fixing of <span class="text-red-selected">pspan>ower <span class="text-red-selected">pspan>l<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>g with 20 am<span class="text-red-selected">pspan>./250 voltfl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sh ty<span class="text-red-selected">pspan>e mod<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>larswitchand 5 <span class="text-red-selected">pspan>in 20 a/250 voltfl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sh ty<span class="text-red-selected">pspan>e<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>niversal mod<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lar socket switch on concealed m.sboxincl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>ly of allmaterial, labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rt&<span class="text-red-selected">pspan>etc. com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge .<span class="text-red-selected">pspan>wd-2018 <span class="text-red-selected">pspan>s no-1139a 77 s&f s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface/fl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sh mo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nting 8 ways s<span class="text-red-selected">pspan>n distrib<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tion board with additional metal door witho<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t mcb com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge. <span class="text-red-selected">pspan>wd-2018 <span class="text-red-selected">pspan>s -1024a 78 s&f of 6 am<span class="text-red-selected">pspan> to 32 am<span class="text-red-selected">pspan>. mcb (10 ka) c c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rve com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge.<span class="text-red-selected">pspan>wd-2018<span class="text-red-selected">pspan>s -1002cat-a 79 s&f of 40am<span class="text-red-selected">pspan>. d<span class="text-red-selected">pspan> mcb (10 ka) c c<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rve com<span class="text-red-selected">pspan>lete in all res<span class="text-red-selected">pspan>ect, as directed by engineer in charge. <span class="text-red-selected">pspan>wd-2018 <span class="text-red-selected">pspan>s no-1010 cat-a 80 <span class="text-red-selected">pspan>roviding and fixing circ<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lar/ hexagonal cast iron or m.s. sheet box for ceiling fan clam<span class="text-red-selected">pspan>, of internal dia 140 mm, 73 mm height, to<span class="text-red-selected">pspan> lid of 1.5 mm thick m.s. sheet with its to<span class="text-red-selected">pspan> s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>rface hacked for <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>er bonding, to<span class="text-red-selected">pspan> lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia ro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd headed screws, one lock at the corners. clam<span class="text-red-selected">pspan> shall be made of 12 mm dia m.s. bar bent to sha<span class="text-red-selected">pspan>e as <span class="text-red-selected">pspan>er standard drawing. (dar/10.18/based on <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an><span class="text-red-selected">pspan><span class="text-red-selected">pspan>wd/sor-2020))