BOQ Civil for CWP,Bela-Dnld

8/13/2019 BOQ Civil for CWP,Bela-Dnld

http://slidepdf.com/reader/full/boq-civil-for-cwpbela-dnld 1/68

SCHEDULE OF ITEMS (REVISION-1)

(Rates to be quoted for S!edu"e #1$ #%$ &1$ &%$ C1$ C%$ EL1$ EL%$ EL'$ EL ad EL* + t!+srate s!eet o",)SLNo Desr+.t+o of +te/ Rate (0 aboe2be"o32at .ar)

I f+4ures I 3ords

1 S!edu"e - #1 (C++") Overall percentage above / below / at par overthe basic cost of all items as detailed inSchedule –A1

(Approx basic cost : Rs '*'$%56$66666)

S!edu"e - #% (C++")

Overall percentage above / below / at par overthe basic cost of all items as detailed inSchedule ! A

(Approx basic cost : Rs 7%*$55%$8*966 )

" S!edu"e : &1 (C++")

Overall percentage above / below / at par overthe rates under #$%&s SO% 1'' edition withup to date correction slips as detailed inSchedule !*1

(Approx+ basic cost : Rs 6$%98$18*66 )

, S!edu"e - &% (C++")

Overall percentage above / below / at par overthe rates of all the items excluding item

covered b- Schedule!*1under #$%&s SO%1'' edition with up to date correction slipsas detailed in Schedule! *

(Approx+ basic cost : Rs %$666$66666)

. S!edu"e - C1 (C++")

Over all percentage above/ below over thebasic cost of the item as detailed in Schedule!1

(Approx+ basic cost : Rs %16$96$66666)

0 S!edu"e - C% (C++") Over all percentage above/ below over thebasic cost of the item as detailed in Schedule!

(Approx+ basic cost : Rs %*8$966$66666 )

(Approx+ basic cost : Rs $77$666666 )

ender #o+223/4or5shop 6ro7ects (46)/8!



SCHEDULE #1 ITEMS (CIVIL)- REVISION-1

S" Desr+.t+o U+t Rate ;uat+t, #/out

1 Suppl- fabrication and erection of structural steel( conforming to S: 20 8rade *) wor5 welded in built upsection trusses and framed wor5 using structural section

incl+ Anchor bolts fabricated / procured to the re9uiredprofile and shape as called for hoisted installed in positionincl+ all cutting welding (continuous welding whereverre9uired and directed) grinding and all operationsnecessar- templates ade9uate temporar- supportsscaffolding staging etc+ incl+ all tests on material andfabrication as re9uired as per approved drawing+ $ver-precaution to be ta5en against rusting of sections+ hisitem to include roof purlins bracings sag rods rooftrusses beams gantr- girders and columns using all t-pesof rolled sections (stB ,2Cpa) plates and cold formedsections( not less than +. mm thic5)+ he item includessuppl- of all material labour tools and plants e9uipments

etc including all loading/ unloading leading and stac5ingcomplete in all respect+( Steel to be procured fromapproved venders vi; SA? AA %#? onl-)

Dtl+ 0222 ,1222+22 ,022222

Suppl- fabrication and erection of structural steel( conforming to S: 20 8rade *) wor5 welded in built upsection trusses and framed wor5 using structural sectionincl+ Anchor bolts fabricated / procured to the re9uiredprofile and shape as called for hoisted installed in positionincl+ all cutting welding (continuous welding whereeverre9uired and directed) grinding and all operationsnecessar- templates ade9uate temporar- supportsscaffolding staging etc+ incl+ all tests on material and

fabrication as re9uired as per approved drawing+ $ver-precaution to be ta5en against rusting of sections+ hisitem to include roof purlins bracings sag rods rooftrusses beams gantr- girders and columns using%<S/ S<S section (S : ,'" stB "12 Cpa) and ircular<ollow Section (S : 1101 st B"12 Cpa)+ he itemincludes suppl- of all material labour tools and plantse9uipments etc including all loading/ unloading leadingand stac5ing complete in all respect+( Steel to be procuredfrom approved venders vi; SA? AA %#? onl-)

Dtl+ 0.22 1222+22 322222

" =educt for using Structural Steel conforming to S: 208rade EAE in place of 8rade E*E in above items+ his itemshall be operated under specific approval of $ngineer!in!charge+

Dtl+ (!)2 11222+22 !222




,

% in grade of C!"2 or another specified mix asper S specifications with cement coarse sand andgraded stone aggregate 2 mm and down above plinthin columns cantilever stair case parapets canop-lintels sunshade floor slabs beams including allpro7ections balconies etc+ of buildings as perapproved plan+ up to 0m height/depth including

provision of necessar- staging shuttering shutterrelease agent centering de!shuttering weighbatching admixture mechanical mixing and vibratingrendering and finishing the exposed surface withcarborandum stone curing of concrete for specifiedperiod including straightening cutting bendinghoisting binding with mild steel annealed binding wireof 1 S48(including cost of binding wire) and placingof steel reinforcement in position as directed b-$ngineer!n!charge irrespective of an- lead liftloading unloading handling re!handling ascentsdescents crossing of nallahs stream trac5 levelcrossing or another obstruction etc+ with all labour

material tools plants machiner- and e9uipments as acomplete 7ob+ his item shall allow for forminggrooves drips throats chamfers cutouts openingetc+where called for as shown in the drgs+ and fordressing with approved shuttering oil to preventadhesion+ he shuttering shall be of marine pl- ofre9uired thic5ness(min 1 mm thic5) or , mm thic5steel plate ade9uatel- stiffened and bracedasapproved b- engineer+ his item includes theconcrete re9uired to be water proofed such as watertan5s retaining walls baseraft etc+ n case of integralwater proofing no extra pa-ment shall be made forplastici;er/ super plastici;er+ 4ooden ballies as propsshall not be permitted cum "332 1.'3. 02.3.2

.

$xtra to above item for ever- subse9uent " metresheight or part thereof for % wor5 above 0 metresheight from ground level

cum 122 10" 10"22

0

$xtra to above for facias railings and other suchvertical elements +(At all levels) cum 12", '. '"2

3

$xtra for vacuum =ewatering of concrete usingmachine trowelling screed vibrating vacuumdewatering s5in floater etc+his includes cost ofmaterial including mixing in concrete+ Onl- the volumeof the concrete shall be measured for pa-ment +

cum 03. 222 1".2222

6roviding and la-ing controlled cement concrete C!1./C!12 or another specified mix in foundation /levelling course etc+ with 2mm down graded coarseaggregate as per approved drawing and specificationincluding shuttering if re9uired and curing up tospecified period de!shuttering running expenses oftools and plant in all respect as directed b- engineer incharge + n all wor5 approved t-pe steel / pl- boardshuttering should be used+ he concrete shall bemechanicall- mixed and compacted with vibrator+

cum "12 12302 ,..022




'

. mm thic5 cement concrete flooring with L<ardcreteLconcrete hardener topping under la-er ,2 mm thic5cement concrete 1::, (1 cement : coarse sand : ,grade stone aggregate 2 mm nominal si;e) and topla-er 1 mm thic5 <ardcrete cement hardenerconsisting of mix 1: (1 cement hardener mix : stoneaggregate 0 mm nominal si;e) b- volume with which

<ardcrete hardening compound of Snowcem ndia ?td+or e9uivalent is mixed M litre <ardcrete per .25g ofcement including cement slurr- but excluding the costof nosing of steps etc+ complete+

s9m 1. 1.,.2 ,,1122

12

6roviding la-ing and compacting dr- lean cementconcrete . mm nominal maximum si;e coarseaggregate fine aggregate cement and water toproduce at least 12 C 6a strength at 3 da-s allcomplete+

cum "12 ""3. 33'0.2

11

6roviding la-ing and compacting using vacuumdewatering process C"2 concrete consisting of

cement aggregate pol-prop-lene fibres M '22 gmper cum water and admixture strictl- in accordance tothe specifications+ A tight control of water cement ratioand slump shall be exercised in conformit- with thespecifications+ he item rate to also include the cost ofpre moulded 7oint filler 7oint sealing compoundseparation membrane all t-pes of 7oints machinetrowelling screed vibrating vacuum dewatering s5imfloater etc+he cost of pol-prop-lene fibre includingmixing in concrete etc+ all complete as per drawings+onl- the volume actuall- laid shall be measured forpa-ment+ <owever dowel bars tie bars andreinforcement bars shall be paid separatel- as per

relevant #S item for reinforcement steel rod+ ementshall also be paid extra as per relevant #S item+ cum "00. 03.2 ,3"3.2

1 6re!cast % C !"2 in tie beams gutters window sills/lintels steps of stair case covers of drains sumps andmanholes 5erb stone and all other locations as calledfor etc complete cast to profile with corner protectionangle K the thic5ness wherever re9uired and / or asdirected cured hoisted K installed at all stagesincluding necessar- form wor5/mould made up ofpl-wood steel etc+ ade9uatel- framed braced andstiffened aligning in position necessar- temporar-supports where called for etc to the thic5nessre9uired and /or as directed+ he rates also includesthe cost of transporting placing aligning providing

temporar- supports K sta-s for pre!cast concretemembers for fixing in an approved manner+

cum "".2 122 "".222+22




1" 6roviding and in7ecting chemical emulsion for pre!constructional anti!termite treatment and creating acontinuous chemical barrier under and around thefoundation pits/ trenches top surface of plinth fillingalong the external perimeter of the building etc+complete with hlorp-riphos emulsifiable concentrate2N with 1N concentration (S:0"1"!1'1) as a

complete 7ob+ For pa-ment the plinth area of buildingat ground floor onl- shall be measured for pa-ment+6a-ment schedule for this item shall be as under:! a+On application in trenches in foundation wor5 up toplinth in foundation B ,2N+ b+ On application on topsurface of plinth filling for floors B "2N+ On applicationaround surrounding of the building i+e+ apron etc+ forfinal finishing complete+ B "2N

s9m 0. .012 100,0.2+22

1, 6roviding "mm thic5 exposed aggregate finish onexterior walls of building in designed patterns andheight upto 2 mtr above plinth level in two la-ers withbase la-er of 1mm thic5 gre- cement plaster 1:, (1

cement : , coarse sand) and top la-er 2 mm thic5cement and aggregate (1 cement : 1/ coarse sand :stone chips 12mm nominal si;e!2N dholpor and 2Nred sand stone): including 1.N marble dust andpigments of re9uired shade laid in panels includingprovision of grooves of uniform si;e of washed stonegrit plaster as per approved drawing includingremoving the mortar from the aggregate b- eitherwashing with water or solution of dilute h-drochloricacid appl-ing cement slurr- over the base M 5g ofcement per s9uare metre to renew the top la-ercomplete as per specification and direction of$ngineer!in!charge with all labour and material as a

complete 7ob+

s9m 13.+' 100'2 '".331+22

1. $xtra for using white cement in place of ordinar-cement in the top la-er of above item

s9m 00 "." 1,0'+22

10 6roviding and fixing of 1 gauge chic5en wire mesh instrips for plasters as re9uired as per specification anddrawings as directed complete+

s9m ' "22 00322+22

13 Suppl-ing and installation of h-droswell h-drophilicswell seal bar 2 mm x .mm at construction 7oints ofma5e S4 limited or similar+

m ".2+22 222+22 322222+22

1 6roviding hoisting and fixing precast reinforcedcement concrete in vertical K hori;ontal finsindividuall- or forming box louvers setting in cement

mortar 1: (1 cement : coarse sand) including thecost of re9uired centring shuttering and finishingsmooth with 0 mm thic5 cement plaster 1:" (1 cement :" fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1::, (1cement : coarse sand : , graded stone aggregate 2mm nominal si;e)+

cum "',2+22 3 ",',32+22




1' 6roviding and fixing flashings cappings ridge etc+ inre9uired girth in material in Aluminium sheeting up tolength of +. m+ with self drilling self stitchingfasteners at .22 mm centres (maximum) alongcomplete length+

Hg 2 ,022 1222+22

2 Suppl-ing erecting K la-ing in position 2+'1 mm thic5troughed Aluminum sheets ma5e <indalco or similar

in roofing complete including cutting sheets asnecessar- drilling holes fixing up with Aluminiumallo- or ? bolts and s9uare nuts and $6=C andbitumen washers mushroom washerscran5ed/curved washers burring of bolts effectivel-where re9uired stitching at overlapping portion with Al+allo- seam bolt housing the sheets well into themasonar- effectivel- where necessar- ma5ing theentire roofing and flashing water tight and lea5 proof+

s9m 32+22 1,222 112222

1 Suppl-ing erecting K la-ing in position 2+'1 mm thic5troughed Aluminum sheets ma5e <indalco or similarin wall cladding complete including cutting sheets as

necessar- drilling holes fixing up with Aluminiumallo- or ? bolts and s9uare nuts and $6=C andbitumen washers mushroom washerscran5ed/curved washers burring of bolts effectivel-where re9uired stitching at overlapping portion with Al+allo- seam bolt housing the sheets well into themasonar- effectivel- where necessar- ma5ing theentire walling and flashing water tight and lea5 proof+(DELETED)

s9m '3+22 2 2

Suppl-ing erecting K la-ing in position 2+31 mm thic5troughed Aluminum sheets ma5e <indalco or similarin roofing complete including cutting sheets asnecessar- drilling holes fixing up with Aluminium

allo- or ? bolts and s9uare nuts and $6=C andbitumen washers mushroom washerscran5ed/curved washers burring of bolts effectivel-where re9uired stitching at overlapping portion with Al+allo- seam bolt housing the sheets well into themasonar- effectivel- where necessar- ma5ing theentire roofing and flashing water tight and lea5 proof+

s9m 322+22 1,222 '22222+22

" Suppl-ing erecting K la-ing in position troughed 2+31mm thic5 Aluminum sheets ma5e <indalco or similarwall cladding complete including cutting sheets asnecessar- drilling holes fixing up with Aluminiumallo- or ? bolts and s9uare nuts $6=C and bitumen

washers mushroom washers cran5ed/curvedwashers burring of bolts effectivel- where re9uiredstitching at overlapping portion with Al+ allo- seambolt housing the sheets well into the masonar-effectivel- where necessar- ma5ing the entire roofingand flashing water tight and lea5 proof+

s9m 3"2+22 1222 1"1,2222+22




, Fabrication Suppl- and $rection of ?OPQ$%Sfabricating from 1+ mm (1 S48) galvani;ed sheetwith 2+'2 mm thic5 (2 S48) galvani;ed steel bladesto the re9uired profile and shape as per drawingattached for this item including hoisting and installingin position including all cutting welding (continueswelding wherever re9uired and directed) grinding and

all operations necessar- templates ade9uatetemporar- supports scaffolding staging etc includingall tests on material and fabrications re9uired+ *ladesto be fixed with the frame all ?OPQ$%S are to becompleted with bird screws+ he si;e of ?OPQ$%S is1+2 m x 1+2 m+ + $ver- precaution to be ta5en againstrusting of sections+(6a-ment shall be on over allelevation area basis between outer most edges)+

s9m 0.22+22 1",2 312222+22

. 6roviding and fabricating gutter to the re9uired profilemade out of "+1.mm thic5 C+S+ Sheets including siteseal welding at all 7oints to ma5e water tight and fixingit including scaffolding staging etc+ his item toinclude the cost of primer and painting as per special

condition of contract for internal and external surfaces+

Dtl+ 0222+22 0. "'2222+22

0 6roviding fabricating and installing in position 0 mmthic5 toughened glass in doors windows clear store-windows and north lights at all levels (area of openingfor glass panes excluding portion inside rebate shallbe measured+)

s9m 1.. 1 ,'3,.2+22

3 =esigning providing and fixing of unitised s-stembased structural insulated gla;ing to provide fixed oropenable panels of maximum si;e 1022x1122mmwith framewor5 fabricated out of aluminium sections(Cullion 122x03mm and ransom .2x03mm) or asper approved si;e for insulated gla;ing grade 0",22

46 S: 3" and =:1. (ma5e indal/ <indalco orapproved primar- producer of e9uivalent 9ualit-)electro colour anodised (. micron) or pure pol-esterpowder coated (02 micron) in approved shade andcolour including ade9uatel- designed CS galvanised/aluminium anchor brac5ets+he structural gla;ing design to be based on rainscreen s-stem and pressure e9ualised drainages-stem and complete drainage s-stem to beincorporated in the design with drain water at ever-transom in the unli5el- event that water penetrates thepressure seal+ his includes structural grade andweathering grade silicon sealent (ma5e =O4orning / 8$ silicon or approved primer- producer of

e9uivalent 9ualit-) as per the design re9uirement+




he item includes designing the complete s-stem andsuppl-ing K getting approved ( from client and / orreputed engineering institute li5e etc)+ he detailedshop drawings including suppl-ing structural designcalculations based on relevant codal provisions andcarr-ing out water penetration test as per standardsfollowed in ndia+ he structural gla;ing shall include

fabrication and installation of <ermeticall- Sealed=ouble nsulated glass unit consisting of outer glass 0mm thic5 blue coloured reflective glass made on clearsubstrate of approved colour and ma5e ( ool ?iteitanium *lue of Saint 8obain or 8laverbel Stop %a-*lue of *elgian ma5e)+ he coating of glass to be onface facing a 1mm =r- Air gap and five mm learampered 8lass on the inner surface (Secondr- sealof double gla;ing to be <ermeticall- Sealed withstructure silicon+

he whole wor5 is to be done through reputed andapproved vendor having experience in structuralgla;ing wor5 in ommercial/8ovt/orporate buildingsas per architectural elevation drawings includingre9uirement of silicon filling with masonar-/% wor5at all heights including double heights straight orcurved etc+ complete in all respect+

S9m 31,2+22 "13' 0'202+22

Fabrication suppl- and installation of aluminiumcomposite panel cladding ( A?PO *O#=

A?S%O#8 A?6O? %$#O*O#= =P%A*P?=or approved e9uivalent) ,mm thic5 composite withnecessar- substructure anchors and fittings fixedonto masonar- or steel frame (to be paid separatel-)+he cladding s-stem shall be designed to providestructural stabilit- against wind and other loads and

will be installed with matching components of copingsflashings in one or more colours including filling ofhori;ontal and vertical grooves with non stainingsilicone sealant (=ow orning '' 1<6 of approvede9uivalent) all as per shop drawings and specificationscomplete+(%ate 9uoted b- the contractor is for complete wor5including all labour and material at all heights and levelincluding provision of openable access panels forservices where ever re9uired) Qisible surface areashall be measured for pa-ment+

S9m "10.+22 ,22 3.'0222+22

' 6roviding fabricating and fixing balustrades orhandrails made of tubes s9uare/ rectangular barsflats rods pipes plates to shapes and profiles asre9uired including drilling machining buffing etc+ andfixing to supports at all heights all as perspecifications and as directed complete usingcustomi;ed weld free AS "10 stainless steel in diaup to .2 mm and 1+0.mm wall thic5ness stainpolished or dual finishes+ All connections shall beconcealed sleeve s-stems with EoE rings and fixed on toflooring using a round rose as manufacturing b-Avalier/ =line/ Cobel+

Hg 1'2+22 ,.2 102..22+22




"2 6roviding and Fixing moulded Shape 6Q <and%ail 02mm 4ide ,mm thic5 (to be fixed to CS Flat.2mm wide)

Cetre .+22 030 .3,02+22

"1 8ranite Stone flooring in treads of staircases with 1mm thic5 stone of single piece length of the re9uiredtread width and staircase width and with rounded(moulded) nosing edge (sample of marble shall be

approved b- the $ngineer!in!charge) over 2 mm(average) thic5 base of cement mortar 1:, (1 cement:,coarse sand) laid and 7ointed with gre- cementincluding rubbing polishing complete with ( cement willbe arrange b- contractor and paid separatel-)

6olished hansi red granite stone s9m .0. .11 1"1231.+22

" 8ranite Stone wor5 in risers of steps (stone has to bein single piece of staircase width and riser height) over1 mm thic5 bed of cement mortar 1:" (1 cement: "coarse sand) and 7ointed with gre- cement slurr- M"+" 5g/s9m including pointing in white cement mixedwith pigment of matching shade complete+

6olished blac5 granite stone of thic5ness not less than1 mm+

s9m ,.2 1.' "'..2+22

"" 6roviding la-ing polished granite stone 1mm thic5rectangular shape (minimum si;e of stone should be2+,. s9m and one dimension not less than 322 mm)allto specified si;es design details and pattern as perdrawings including diagonal inla-s borders marginsin one or more t-pes of stone over prepared basemortar with ordinar- 6ortland cement fit 7ointed with /without groove with white cement slurr- mixed withpigment to mach shade of granite including allfinishing all as re9uired as per specification and

drawings and as directed complete in floors landingwith over 2 mm(average) thic5 base of cement mortar1:, (1 cement: , coarse sand) using+

hansi %ed olour flamed granite stone s9m "122 "2" '"'"22+22

", 6roviding and fixing first 9ualit- Qitrified tiles (ofapproved ma5e! Carbogranite 8ranamite #aveen=iamonile) conforming to relevant S code of minimumthic5ness as specified of approved ma5e in coloursshade except burgund- bottle green blac5 of an-si;e as approved b- $ngineer!in!charge in s5irtingrisers of steps and dado over 1mm thic5 bed ofcement mortar 1:"(1 cement : " coarse sand) including

pointing in 4hite cement and machine pigment etc+complete+

Qitrified tiles of si;e as directed of thic5ness as permanufacture&s specifications but not less than 3 mm+Ksi;e 022x 022 mm+

s9m 1""2 ,0. "3,.2+22




". 6roviding and la-ing Qitrified floor tiles (of approvedma5e! Carbogranite 8ranamite #aveen =iamonile)022 R 022 mm of thic5ness as per manufacturer&sspecifications but not less than 3+.mm thic5 of first9ualit- conforming to relevant S code and approvedma5e in colours such as 4hite vor- gre- Fume%ed *rown laid on 2mm thic5 cement mortar 1:,(1

cement: , coarse sand) including pointing the 7ointswith white cement and matching pigment etc+complete+

s9m 1""2 '1'. 1'".2+22

"0 6roviding la-ing and fixing dressed . mm thic5 Hotastones length up to 122mm with machine cut edgespre polished and rubbed to smooth mirror finish all tore9uired si;es design detail and pattern as perdrawings including borders margins over preparedbase of "2mm thic5 cement mortar 1:, (1 cement: ,coarse sand) fit 7oined with white cement slurr- mixedwith pigment to match the shade of stone includingfinishing all as re9uired as per specificationsdrawings and as directed complete in floors and

landing+

s9m 0.1+22 .."2 "0222"2+22

"3 Same as for item "0 but in s5irting risers and sides ofsteps parapets and dado with 1.mm to "2mm base ofcement mortar 1:" (1cement : " coarse sand) includingan- chasing of bric5 wor5 to provide s5irting whichshall be up to mm or as re9uired proud of the face ofplaster including edge moulded nosing of all exposededges+

s9m 0.1+22 0"2 1311"2+22

" Stone wor5 for wall lining up to 12 m height etc+(veneer wor5) over 1 mm thic5 bed of cement mortar1:" (1 cement : " coarse sand) and 7ointed with gre-cement slurr- M "+" 5g/s9m including rubbing andpolishing complete+ (o be secured to the bac5ing b-

means of cramps which shall be paid for separatel-)

Flammed hansi %ed/ 6in5 8ranite of thic5ness notless than .mm of si;e 022R022 mm or as directed+

s9m "13. ,', 1.0,.2+22

"' Suppl-ing and fixing Aluminium oil coated tilesceiling (with clip!in tile suspension) of interach buildingproducts ltd+ <unter =ouglas ndia 6vt+ ?td+

Armstrong 4orld ndustries ndia 6vt+ ?td+ Ore9uivalent brand approved b- $ngineer!in!charge withtiles of si;e 022 mm x 022 mm manufactured out of2+32 mm thic5 aluminium allo- AA!.2.2 chromati;edand stove enameled (coil coated) in the standardcolour shades with s9uare edges produced anadvance e9uipment which includes several leveling

stages in the manufacturing process+ $xposed side ofthe tiles have 2 micron coil coated pol-ester finishand . micron bac5ing coat on rear surface on Al5-edprimer+ he short sides of each tile to be raised pipedand stopped to ensure the positive engagement intothe spring clip!in profile -et allow for demounting ofindividual tiles+ Suspension with rows of 2+. mmgalvani;ed steel clip! in profile ,2 mm x 2mm installed at 022 mm c/c spacing to support the tiles+Suspension profiles suspended from roof structure b-

s9m 1012 01, '02+22




8 suspension angles ceiling brac5ets and hold onclamps fixed to ceiling/% slab with mm dia and .2mm long dash fasteners as per drawing+ 4all anglesto be . x . x 2+0 mm thic5 coiled coated aluminiunmatching the colour of the tiles+he rate 9uoted b- the contractor includes the cost ofma5ing the openings for light fittings grills diffusers

cutouts made with frame perimeter channels suitabl-fixed all complete as per drawing design pattern andspecification complete and direction of $ngineer!in!charge+ he rate 9uoted b- the contractor is inclusiveof all materials and labour for complete wor5 at alllevels as per drawing/design and no extra pa-mentshall be made on an- account+

,2 $xtra for providing perforates t ile with +. mm diaholes at .+. mm centre to centre in regular pattern inplace of plain tile+

s9m 11. 303 '32+22

,1 6roviding and fixing gun metal cramps of re9uiredshape for anchoring stone wall lining to the bac5ing orsecuring ad7acent stone in stone wall lining in cement

mortar 1: (1 cement: fine sand ) including ma5ingthe necessar- chases

1. x 0 mm ! 10+. cm long $ach 11 "',0 ,",20+22

, 6roviding and appl-ing at all heights acr-lic aggregatetextured wall coating in Spectrum non pigmented6ermastone finish of approved shade maintainingmaterial consumption rate of average "+. Hg per s9mand to +. mm thic5ness or of approved e9uivalentbrand on alread- new plastered walls in exterior of thebuilding+ Old fla5ing mortar droppings etc+ depositedon the surface should be brushed down and cleaned+he undulations bro5en edges minor imperfection/irregularities should be rectified b- using a paste madeof Spectrum %ectochem Surface mprover mixed withordinar- 6ortland cement in the ratio of 1:1+hematerial for texture should be applied in two coats+ hefirst coat b- stainless steel trowel and second (final )coat b- special plaster spra- gun while the film is stillmoist a hard plastic roller should be run to flatten thesurfaces to give plain stone effect+he rate 9uoted b- the contractor should include allthe labour and material+

s9m ""+22 1 '230+22

," 6roviding and fixing structural members of approvedma5e in seismic 7oint at floor in the building as perdesign and drawings+

metre 0..2+22 ", 1."322+22

,, 6roviding and fixing sheet covering over separation 7oint with iron screws as per design to match the colourand shade of wall treatment Aluminium sheet +. mmthic5 +

Hg "22+22 "1 ,'"22+22

,. 6roviding and fixing structural members of approvedma5e in seismic 7oint as per design and drawings atroof including neoprene bearing pads at parapet level+

metre 1012+22 3 1,2232+22




,0 =esign erection and construction of .22 cum capacit-Sewage reatment 6lant/$ffluent treatment plant(S6/$6) based on fluidi;ed Aerobic *io %eactor(FA*) technolog- complete with allied wor5s+ nletsewage/ $ffluent parameters : Flow :.22 cum/da-+*O=! 22 mg/l O=!"22 mg/l S/S ! 22 mg/l otalSolid! .22 mg/l p<!3+ and Oil K 8rease ! 12 mg/l+

reated effluent should conform to guidelines specifiedb- *ihar 6ollution ontrol *oard for effluent disposalsuitable for irrigation purpose+he S6/$6 shall have units such as screen and gritchambers aerobic bio!reactor clarifier hlorinecontact tan5 filter feed tan5 =CF K AF (tertiar-treatment e9uipment) treated water storage tan5 withpump facilities sludge dr-ing beds of ade9uatecapacit- complete with filter media and otheraccessories+ he contractor after erection of thevarious e9uipments shall run the S6/$6 for aminimum of three months round the cloc5 for trial runof the complete plant +=uring the trial period the

operation and maintenance shall be done b- thecontactor himself b- providing ade9uate staff at hisend including maintenance engineer chemist andother staff+ he trail run shall be done at full load+=uring this period all teething troubles shall beremoved b- the contractor to the satisfaction of theengineer in!charge+ he period of trial run which hasbeen tentativel- fixed as three months shall howeverdepend whether the plant has given the successfuland satisfactor- trial or not +he period of trial run ma-have to be suitabl- extended as per instructions of theengineer in charge for which no extra amount shall bepa-able to the contractor +t shall also be noted that allstaff lubricants oil chemicals etc shall be provided b-the contractor during the trial run +$lectricit- shall besupplied free of cost b- the client +ontractor shallmaintain record f dail- effluent 9ualit- and flow at inletand outlets +ompletion date /certificate shall berecorded after the successful trial run +he S6/$6 shall have units such as screen and gritchambers aerobic bio!reactor clarifier hlorinecontact tan5 filter feed tan5 =CF K AF (tertiar-treatment e9uipment) treated water storage tan5 withpump facilities sludge dr-ing beds of ade9uatecapacit- complete with filter media and otheraccessories+ he contractor after erection of thevarious e9uipments shall run the S6/$6 for a

minimum of three months round the cloc5 for trial runof the complete plant +=uring the trial period theoperation and maintenance shall be done b- thecontactor himself b- providing ade9uate staff at hisend including maintenance engineer chemist andother staff+ he trail run shall be done at full load+=uring this period all teething troubles shall beremoved b- the contractor to the satisfaction of theengineer in!charge+ he period of trial run which hasbeen tentativel- fixed as three months shall however

#o+ 333022 1 333022+22




depend whether the plant has given the successfuland satisfactor- trial or not +he period of trial run ma-have to be suitabl- extended as per instructions of theengineer in charge for which no extra amount shall bepa-able to the contractor +t shall also be noted that allstaff lubricants oil chemicals etc shall be provided b-the contractor during the trial run +$lectricit- shall be

supplied free of cost b- the client +ontractor shallmaintain record f dail- effluent 9ualit- and flow at inletand outlets +ompletion date /certificate shall berecorded after the successful trial run +nward pit and pump house are not in the scope ofitem+ =esign shall be submitted b- the contractor forapproval of %ailwa-s+ he cost is inclusive of allmaterials including cement and steel reinforcementost of excavation and bailing out water if needed+Ca5e hermax or e9uivalent+

,3 After the expir- of the period of successful trial run andcommissioning of the S6/$6 the maintenanceperiod of 1 -ear( extendable up to " -ears) shall

commence+ he contractor shall be solel- responsiblefor see5ing *ihar State 6ollution ontrol *oard(*S6*) and other regulator- authorit-+ learancebefore operating S6/$6 and maintaining the samein an efficient manner including the cost of followingitems at his own expense+) Suppl-ing and maintaining the continuit- of allchemicals lubricants etc re9uired for efficient runningof S6/$6+

ii) Suppl- all spares parts re9uired forreplacement of electrical and mechanical e9uipments+

iii) 6rovide 9ualified and experiencedelectrical and mechanical supervisor- staff and others5illed and semi!s5illed wor5er for round the cloc5wor5ing the number of each categor- of staff shall bediscussed and decided with the $ngineer incharge+Similarl- a 9ualified laborator- staff shall beprovided +he monthl- salar- of all categor- of staffmentioned above shall be paid and borne b- thecontractor +

iv) he contractor shall ma5e arrangement ofcollection of screening grit and sludge dr-ing bedresidue and also for there transportation to theidentified places at regular intervals at his ownexpenses+ he maximum lead of above disposal shallbe maximum . 5m from plant site+

v)=uring the maintenance and operation

period the contractor shall maintain the record ofrunning of all motors pumps $KC e9uipments Pnitwise performance of $6/S6 chemicals usedparameters of the treated effluent and record ofconsumption of electricit- + the format shall beprescribed b- the engineer in charge+

vi)All defects noticed in the electrical andmechanical e9uipments and also in the civil wor5 shallbe removed immediatel- during the OKC period + vii)f an- defect in an- e9uipment or civil wor5

month .322 1 00,22+22




persists then the e9uipment and civil wor5 shall bereplaced with another new e9uipment of same ma5ecapacit- dut- etc and no pa-ment shall be made tothe contractor b- the departmentviii)he electricit- and fresh water shall be suppliedfree of cost b- the department for maintenance andoperation of the S6/$6+

, 6roviding and fixing , mm thic5 non metallicasbestos free fire resistant doors of 02 minutes ratingconforming to S: "01, 6art /*S: ,30 6art as perprotot-pe tested and certified at *% %oor5eesuitable for mounting on door frames and comprisingof two non combustible particle boards 1 mm thic5sandwiched 12mm thic5 fire resistant insulation fillerveneered with , mm thic5 pl- veneering on both thefaces and 8hana ea5 wood lapping on all sides withheat activated n tumescent fire seal strips (importedfrom PH or e9uivalent) of si;e 12 mm x , mm on allthe sides except bottom provided in suitable grooveswith stainless steel ball bearing butt hinges (122mm x

30mmx mm) including providing necessar- 8++perforated plates at the places where hardwares are tobe fixed screws etc+ including ma5ing cut!outs forvision panels and appl-ing one coat of approved brandof fire retardant primer complete as per drawings anddirection of $ngineer!in!charge+ (#ote: hemeasurement will be made for outer finisheddimension of frame without deducting for vision panel+

S9m ,..+22 " 1,,'2+22

,' 6roviding K fixing mm thic5 (nominal) 6il5ington ore9uivalent p-roshield fire rated clear wired glass of12 minutes fire rating (imported from P+H ore9uivalent) of mm thic5ness having a 1" mm s9uareelectricall- welded chemicall- treated steel wire meshof gauge (2+.1mm) sandwiched in the centre duringthe continuous rolling process in vision panel of fireresistant doors including rubber gas5et andmoulding/beading etc+ complete+ (#ote: Onl- areaof vision panel will be measured for pa-ment)+

S9!m

"+22 322 1022+22

.2 8hana ea5 wood of section 12mm x 32mm (nominalsi;e) for fire resistant doors of 02 minute fire ratingwith heat activated in tumescent fire seal stripimported (from PH or e9uivalent) of si;e 12 mm x ,mm provided in grooves on all three sides of theframe with one coat of approved brand of fire retardantprimer including providing 0 nos ,2x" mm flat ironholdfast ,2 cm long including fixing to frames with

12mm diameter bolts nuts and wooden plugs andembedding in cement concrete bloc5s "2x12x1. cm1:":0 concrete mix ( 1 cement: " coarse sand: 0graded stone aggregate 2 mm nominal si;e)cost of fire seal strip and hold fast with + bloc5s areincluded in the item+he door frame of 8hana ea5 wood shall be usedonl- for ,mm thic5 shutter

metre 3.+22 0 ,'"22+22




.1 S/F/Foil sealed (<-draulic ) best 9ualit- door closureof approved ma5e such as explorer or $verite ma5econforming to S! ".0,+

each 11.+22 1"3 10",.+22

. Dr+""+4 = dee"o./et of tube 3e""

a =rilling with reverse rotator- rig machine includingcost of 6O? etc all complete

m 322+22 022 ,2222+22

b 6roviding and f ixing approved and standard 9ualit-material as directed b- site in charge

i ".2 mm dia of 0mm thic5 housing pipe of mild steelsheet with iron welded

m .2+22 12 "2'022+22

ii 22 mm dia slotted pipe having . mm thic5ness withsi;e of slotting 1+. mm x 3. mm and soc5etted end

m 1322+22 12 2,222+22

iii 22 mm dia CS plain pipe of . mm thic5ness withsoc5etted end

m 1012+22 "22 ,"222+22

iv %educer ".2 mm x 22 mm si;e threaded complete $ach 0,.+22 , .2+22

v *ail plug of si;e 22 mm dia $ach ,2+22 , '02+22

vi 4ell cap! ".2 mm dia si;e $ach 32+22 , 122+22

vii entre guide ".2 mm x 22 mm dia $ach 132+22 , ,22+22

viii <ousing clamp "22 mm dia si;e $ach 3.2+22 , "222+22c ?owering of liner with pipe in the bore hole of tubewell complete

m 122+22 022 02222+22

d =evelopment of tube well using turbine pump hrs ",2+22 ,2 1022+22

e esting of tube well including cleaning complete for 0hrs+ onl-

hrs ".2+22 , ,22+22

f Suppl-ing stac5ing including filling of pea gravel ofsi;e 1+. mm to ,+. mm in surrounding of bore of tubewell complete as per standard conforming to S ,2'3!1'03 and as per direction of site in!charge

cum 1332+22 022 120222+22

." SU>>L? = INST#L#TION OF SU&MERSSI&LE>UM>

a Suppl- of electricall- driven submersible pump pumpset having discharge 122m"/hr at ,.m head withbron;e impeller and . < 6 " phase ,1. volt '22rpm submersible motor with "mtrs+nos x" corex,mm cable complete as re9uired

each .+22 , ""1.,2+22

b Suppl- of 1.2mm dia C S <eav- dut- column pipe ofmaximum length of " mts each with both end flangegas5et nut bolt as re9uired

m 1.3.+22 '0 1.122+22

c Suppl- of sluice valve of 1.2 mm dia as re9uired each 3222+22 , 222+22

d Suppl- of gate valve of 1.2 mm dia as re9uired each 3"22+22 , '22+22

e Suppl- of 1.2 mm dia ,22mm long supporting clampas re9uired

each 22+22 0,22+22

f Suppl- of 1.2 mm dia C S bend each '.+22 , "322+22

g Suppl- of " core 0s9 mm S mar5 flat submersiblecable as re9uired

m "2+22 ,2 3022+22

h Suppl- of C+S sheet dul- painted enclosed cubicalpanel suitable for ,1. volt .2 <; A suppl- withFAS= starter voltmeter Amp!meter QSS ndicatinglamp+ <% fuse single phase preventer and 0"amp6#+ All complete as re9uired ( Ca5e ?K/ <avels forstarter)+

each ,.22+22 , 1222+22




i ?abour charges for installation of pump set includingall above pipe line valve and panel with no deviationin 9ualit-+

$ach 0222+22 , ,222+22

., 6roviding installation testing and commissioning of11 H4 vertical multistage centrifugal pumpconstruction for F%$ <=%A# SS$C stationar-installation free flow t-pe for a discharge of "0

cum/hr at 32 m head complete with control panelelectric cable connection from control panel up topump etc+ he pump shall be provided with autostart/shut down arrangement to corresponding waterlevel in the sump+

#o+ 3.222 10 ,,22222+22

.. 6roviding and fixing high densit- pol-thene (P6Q)pipes of normal gauge as per s+ "23. (part!1)/1'0. ins/w pipes / rain water pipe including cutting bendingfitting and fixing complete

a) 122 mm dia metre ,3.+22 1""22+22

b) 1.2 mm dia metre ".+22 1230 ',02+22

.0 6roviding and fixing mild steel holder bat clamps of

approved design (e9uivalent to everest ma5e with base) for A pipes include cost of cutting the wall andma5ing good the same (including all screw woodencleat etc)

a) For 122mm =ia pipe $ach +22 .02 1.02+22

b) For 1.2mm =ia pipe $ach "1+22 .22 1..22+22

.3 6roviding and f ixing (P6Q) bend as per S+ "230!1'0. bend of re9uired degree including ma5inggood the 7oints and repairing the floor wall etc+ asre9uired to complete the 7ob with cement mortar 1:1

a) 122 mm dia $ach 132+22 1 2,2+22

b) For 1.2mm =ia pipe $ach "'.+22 2' ...+22

. *ric5 on edge flooring with bric5s of class designation3. including cement slurr- etc+ completed in cementmortar 1:0 ( 1 cement : 0 coarse sand) with F6Sbric5s+

s9m .2+22 212 .2.22+22

.' 6roviding and la-ing cement concrete 1:.:12 (1cement :. coarse sand :12 graded stone aggregate,2mm nominal si;e) all!round 122mm dia S4 pipesincluding bed concrete as per standard design+

metre 22+22 02 1222+22

02 6roviding and f ixing s9uare mouth S+4 gull- trapgrade EAE complete with ++ 8rating bric5 masonar-chamber with bric5s of class designation .2 and watertight ++ over with frame of "22x"22mm si;e(inside) the weight of cover to be not less than ,+. 5g

and frame not to be less than +3 5g as per standarddesign+

122x122 mm si;e 6 t-pe with F6S bric5s classdesignation 3.

$ach ..+22 10"2+22

01 onstructing bric5 masonr- road gull- chamber .2 x,. x 02 cm with bric5s of class designation 3. incement mortar 1:. (1 cement : . fine sand) including..2 x .22 mm pre!cast %++ hori;ontal grating withframe complete as per standard design+with F6S bric5s

$ach 10.2+22 "22 ,'.222+22




0 onstructing bric5 masonr- manhole in cementmortar 1:, (1 cement :, coarse sand) %++ top slabwith 1::, (1cement:coarse sand:, graded stoneaggregate 2 mm nominal si;e) foundation concrete1:,: mix (1cement : , coarse sand : stone gradedstone aggregate ,2 mm nominal si;e) inside 1 mmthic5 plastering with cement mortar 1:" (1 cement: "

coarse sand) finished with floating coat of neatcement of and ma5ing channels in cement concrete1::, (1cement :coarse sand : ,graded stoneaggregate 2 mm nominal si;e) finished with afloating coat of neat cement complete as per standarddesign:!nside si;e '2x2cm and ,.cm deep including cover with frame (light dut-) ,..x012mm internaldimensions total weight of cover and frame to be notless than "5g (weight of cover "5g and wt of frame1.5g )+

4ith F6S bric5s with class designation 3. $ach "222+22 . 3.222+22

0" onstructing bric5 masonar- circular t-pe manhole

2+'1m internal dia at bottom and o+.0m dia at top with3. class designation F+6+S bric5s in cement mortar1:,(1 cement:, coarse sand) in side cement plaster1mm thic5 with cement mortar 1:"(1cement:"coarsesand) finished with a floating coat of neat cementfoundation concrete 1:":0 mix (1cement : coarsesand:,graded stone aggregate 2mm nominal si;e)finished with a floating coat of neat cement allcomplete as per standard design 2+'1m deep withS+F+%++ cover and frame (heav- dut- <=!2 gradedesignation) .02mm internal diameter conforming to+S+ 1.' total weight of cover and frame to be notless than 15g fixed in cement concrete 1::,(1cement : coarse sand : ,graded stone aggregate2mm nominal si;e) including centering shuttering allcomplete+ ($xcavation foot rests and 1mm thic5cement plaster at the external surface shall be paidfor separatel-)

$ach "..2+22 . 1,022+22

0, Suppl-ing and fixing cover without frame formanholes:.22 mm diameter ++ over (medium dut-) theweight of the cover to be not less than . 5g+

each 122+22 1 02+22

0. $xtra depth for circular t-pe manhole 2+'1m intervaldia (at bottom) with F+6+S+ bric5s be-ond 2+'1m to1+03m

m 112+22 113 11332+22




00 onstructing bric5 masonr- circular manhole 1+ minternal dia at bottom and 2+.0 m dia at top with 3.class designation F+6+S+ bric5 in cement mortar 1:, ( 1cement :, coarse sand) inside cement plaster 1 mmthic5 with cement mortar 1:" (1 cement :" coarsesand ) finished with a floating coat of neat cementfoundation concrete 1:":0(1 cement:" coarse sand:0

graded stone aggregate ,2 mm nominal si;e) andma5ing necessar- channel in cement concrete 1::,(1cement: coarse sand:, graded stone aggregate2 mm nominal si;e) finished with a floating coat ofneat cement all complete as per standard design 1+0m deep with SF% over and frame (heav- dut- <=!2 grade designation) .02 mm internal diameterconforming to +S+ 1.' total weight of cover andframe to be not less than 1 5g+ fixed in cementconcrete 1::, (1cement : coarse sand:,gradedstone aggregate 2 mm nominal si;e) includingcentering shuttering all complete+ ($xcavation footrests and 1 mm thic5 cement plaster at the external

surface shall be paid for separatel-)+

each 0102+22 1' 1132,2+22

03 $xtra depth for circular t-pe manhole 1+m internaldia (at bottom) with F+6+S+ bric5s be-ond 1+0m to+'m

metre ".2+22 03 1.3,.2+22

0 onstructing bric5 masonr- circular manhole 1+. minternal dia at bottom and 2+.0 m dia at top with 3.class designation F+6+S+ bric5 in cement mortar 1:, (1cement :, coarse sand) inside cement plaster 1 mmthic5 with cement mortar 1:" (1 cement :" coarsesand finished with a floating coat of neat cementfoundation concrete 1:":0 (1 cement :" coarsesand :0 graded stone aggregate ,2 mm nominalsi;e) and ma5ing necessar- channel in cementconcrete 1::, (1 cement : coarse sand :, gradedstone aggregate 2 mm nominal si;e) finished with afloating coat of neat cement all complete as perstandard design +"2 m deep with SF% over andframe (heav- dut- <=!2 grade designation) .02 mminternal diameter conforming to +S+ 1.' totalweight of cover and frame to be not less than 1 5g+fixed in cement concrete 1::, (1cement : coarsesand:, graded stone aggregate 2 mm nominal si;e)including centering shuttering all complete+($xcavation foot rests and 1 mm thic5 cementplaster at the external surface shall be paid forseparatel-)+

each 13,2+22 1,2 13"022+22

0' $xtra depth for circular t-pe manhole 1+. m internaldia (at bottom) with F+6+S+ bric5s+ *e-ond +" m+

metre .32+22 12. 022022+22




32 6roviding sand cast iron drop connection externall-for 02 cm drop from branch sewer line to main sewermanhole including inspection and cleaning e-e withchain and lid sand cast iron drop pipe and bendencased all!round with cement concrete 1:.:12 (1cement:. fine sand :12 graded stone aggregate ,2mm nominal si;e) with all centering and shuttering

re9uired cutting holes in walls and ma5ing good withbric5 wor5 in cement mortar 1:. (1 cement :. finesand) plastered with cement mortar 1:" (1 cement: "coarse sand) on inside of the manhole wall leadcaul5ed 7oints between sand cast iron pipes K fittingsstiff cement mortar 1:1 (1cement :1 fine sand) 7ointsbetween sand cast iron ee and S4 pipe ma5ingre9uired channels complete as per standard designand specification 1.2 mm dia sand cast iron dropconnection

each ,,.2+22 0 0322+22

31 $xtra for depths be-ond 02 cm of sand cast iron dropconnection complete: For 1.2 mm dia sand cast irondrop connection

m 103.+22 1",22+22

3 6roviding %+++ spun vent shaft with cowl 1,2 mmand 22 mm internal and external dia respectivel- attop "22 and ,.2 mm internal and external diarespectivel- at bottom and '+12 m overall lengthbottom 1+. m below ground level fixed in a pit'2x'2x1.2 cm with cement concrete 1:,: (1 cement :,coarse sand : graded stone aggregate 2 mmnominal si;e) . cm in bed and 2 cm all!round withtop 1. cm in cement concrete 1::, (1 cement :coarse sand :, graded stone aggregate 2 mmnominal si;e) 7unction of vent shaft and concretegrouted with cement mortar 1:1 (1 cement :1 finesand) including ma5ing connection with sewer

manhole with 1.2 mm diameter cement concrete pipeof re9uired length complete as per standard design+

each 112+22 , ",,2+22

3" 6roviding Orange colour safet- foot rest of minimum 0mm thic5 plastic encapsulated as per S : 12'12 on 1mm dia steel bar conforming to S : 130 havingminimum cross section as " mm R . mm and overall minimum length 0" and width as 10. mm withminimum 11 mm space between protruded legshaving mm tread on top surface b- ribbingpro7ections on tail length on 1" mm as per standarddrawing and suitable to with stand the bend test andchemical resistance test as per identification mar5 tobe visible even after fixing including fixing in

manholes with "2 R 2 R 1. cm cement concretebloc5 1:":0 ( 1 ement : " oarse sand : 0 gradedstone aggregate 2 mm nominal si;e) complete asper design+

each 10"+22 1"30 ,+22

3, Cechanical compaction for the earth wor5 withcontractorEs roller in la-ers of thic5ness not exceeding"22mm each in order to achieve the re9uireddensit- + he rate shall include incidental charges testing of soil in laborator- sprin5ling of water ifre9uired complete in all respect+

cum 3+22 1'"322 1"..'22+22




3. S/?/F fixing of 02mm thic5 interloc5ing colour +pavers over approved thic5ness of sand la-er etc+ ofapproved shade si;e and shape etc+ he rateincludes the cost of all labour materials lead liftascend descend crossing of trac5 cutting of paversat site+ he rate also includes the cost of all tools andplant etc+ for proper completion of wor5 as per

instruction of engineer at site+ he rate is inclusive ofcement+

s9m 322+22 ". .30,.22+22

30 mm thic5 road mar5ing with L 6lastomar5L of S6 ore9ual approved paint on bituminous surface+

s9m .02+22 122 .0222+22

33 6roviding la-ing and fixing double flanged #on!%eturn valve 1.2mm dia complete with bolts nutsrubber insertions etc+ 4ith out b-pass arrangement!6# 1+0 (the tail pieces if re9uired will be paidseparatel-)

each 0""2+22 10 1212+22

3 onstructing masonr- hamber 1.x0.x1,. cminside with 3. class designation bric5 wor5 in cementmortar 1:. (1 cement :. fine sand) for sluice valvewith ++ surface box 122 mm+ top diameter 102 mmbottom diameter and 12 mm deep ( inside) withchained lid and % top slab 1::, mix (1 cement :coarse sand : , graded stone aggregate 2mmnominal si;e) necessar- excavation foundationconcrete 1:":0 (1cement :" fine sand :0 graded stoneaggregate ,2mm nominal si;e) and inside plasteringwith cement mortar 1:" ( 1 cement : " coarse sand)1mm thic5 finished with a floating coat of neatcement complete as per standard design+ with F+6+Sbric5s

$ach .'12+22 1 1,112+22

3' onstructing masonr- hamber 12x02x1,2 cminside with 3. class designation bric5 wor5 in cement

mortar 1:. (1 cement :. fine sand) for sluice valvewith ++ surface box 122 mm+ top diameter 102 mmbottom diameter and 12 mm deep ( inside) withchained lid and % top slab 1::, mix (1 cement :coarse sand : , graded stone aggregate 2mmnominal si;e) necessar- excavation foundationconcrete 1:":0 (1cement :"fine sand :0 graded stoneaggregate ,2mm nominal si;e) and inside plasteringwith cement mortar 1:" ( 1 cement : " coarse sand)1mm thic5 finished with a floating coat of neatcement complete as per standard design+ with F+6+Sbric5s

$ach ..02+22 11 01102+22

2 =isinfecting =uctile ron 4ater mains b- flushing with

water containing bleaching powder at 2+.gm+ 6er litreof water and cleaning the same with fresh wateroperation to be repeated three times including gettingthe samples of water from the disinfected main testedin the municipal laborator-+

a 122 mm dia pipe metre "+32 1"'. .101+.2

b 1.2mm dia pipe metre .+02 "2.1 132.+02




1 onstructing masonr- hamber 1.x0.x12 cminside with 3. class designation bric5 wor5 in cementmortar 1:. (1 cement :. fine sand) for sluice valvewith ++ surface box 122 mm+ top diameter 102 mmbottom diameter and 12 mm deep ( inside) withchained lid and % top slab 1::, mix (1 cement :coarse sand : , graded stone aggregate 2mm

nominal si;e) necessar- excavation foundationconcrete 1:":0 (1cement :" fine sand :0 graded stoneaggregate ,2mm nominal si;e) and inside plasteringwith cement mortar 1:" ( 1 cement : " coarse sand)1mm thic5 finished with a floating coat of neatcement complete as per standard design+ with F+6+Sbric5s

$ach ,'.2+22 ' ,,..2+22

Suppl-ing and filling in plinth with river sand underfloors including watering ramming consolidating anddressing complete

cum 132+22 ',, 103",2+22

" 6roviding installation testing and commissioning of+ H4 verticle multistage centrifugal pumpconstruction for 7oc5e- pump stationar- installationfree flow t-pe for a discharge of 0+" cum/hr at 32 mhead complete with control panel electric cableconnection from control panel up to pump etc+ hepump shall be provided with auto start/shut downarrangement to corresponding water level in thesump+

each 3.222 , "22222+22

, 6roviding installation testing and commissioning of "H4 verticle multistage centrifugal pump constructionfor 4A$% SP66? SS$C stationar-installation free flow t-pe for a discharge of 12cum/hr at .2 m head complete with control panelelectric cable connection from control panel up topump etc+ he pump shall be provided with auto

start/shut down arrangement to corresponding waterlevel in the sump+

each 32222 1 ,2222+22

. 6roviding installation testing and commissioning of+ H4 verticle multistage centrifugal pumpconstruction for A=C#S%AQ$ *P?=#8stationar- installation free flow t-pe for a dischargeof 12 cum/hr at ,2 m head complete with controlpanel electric cable connection from control panelupto pump etc+ he pump shall be provided with autostart/shut down arrangement to corresponding waterlevel in the sump+

each 0"222 10222+22

0 6roviding la-ing 7ointing K testing of SKS (spun)=uctile iron pressure pipes 5' as per specification no+

"'/222 with push on 7oint including %ubber8as5et with cement mortar lining inside the pipesconfirming to Specification number SO ,13'+ (hetesting of the pipeline will be done at 1+. times thedesigned pressure as per methods and procedureprescribed in the S code)

a 122mm+ =ia pipe metre 02 1"'. 11''322+22

b 1.2mm+ =ia pipe metre 112 .3" 0'"21,2+22




3 6roviding and la-ing SKS (Spun) =uctile ronStandard special such as tees bends reducersenlargers caps etc++ (<eav- class) with cementmortar lining+ Pp to "22 mm dia

a '22 =ouble flanged 6# 10 bends of 1.2 mm $ach 10'2 3 ,.0"2+22

b '22 =ouble flanged 6# 10 bends of 122 mm $ach 122 . .122+22

c All Soc5et ee 1.2x1.2x1.2mm $ach 132 1 "012+22d All Soc5et ee 122x122x122mm $ach 112 " ""02+22

e All Soc5et ee 1.2x1.2x122mm $ach 1,'2 0 ',2+22

f Flange on double soc5et ee(6#!10) 1.2x1.2x2mm $ach 112 . '.22+22

g =ouble soc5et reducer 1.2x122mm $ach 02 1 02+22

h =ouble soc5et enlarger 122x1.2mm $ach 02 1 02+22

6roviding and fixing to the tee (1.2R1.2R2) of firefighting s-stem 8C obli9ue t-pe single headedh-drant valve with 2 mm inlet and 0" mm outlet 8Cinstantaneous male coupling with pvc cap and chainconforming to S:.'2 including matching flangegas5et nuts and bolts complete+

$ach .332 . 1,,.2+22

' 6roviding and fixing 0" mm dia rubberi;ed reinforcedrubber line hose pipe in 1. m length conforming toS:0"0 -pe S mar5ed with 8unmetal male andfemale instantaneous coupling conforming to S '2"wounded with 1 S48 copper wire complete+

$ach ,32 . 113.2+22

'2 6roviding and fixing 8unmetal branch pipe with 2mmno;;le conforming to S '2" complete+

$ach 132 . ,"222+22

'1 6roviding and f ixing CS hose box of 3.2R022R.2mm si;e fabricated from 1, S48 %A sheetsdouble door with loc5able arrangements toaccommodate %%? hose of 1. m length and onebranch pipe painted white inside and postal redoutside with one 5e-+

$ach ".2 . 222+22

' 6roviding and la-ing non pressure #6! class ( lightdut-) %++ pipes with rubber ring roll on 7oint and stiffmixture of cement mortar in the proportion of 1:(1cement: fine sand) including testing of 7oints etc+complete

a 1.2mm %++ pipe m 10 122 10,"+22

b .2mm %++ pipe m , 113 0"3+22

c "22mm %++ pipe m 2 310 22,2+22

d ".2mm %++ pipe m ".3 ,1 1.2'3+22

e ,22mm %++ pipe m ,10 "3 1"02"+22

f .22mm %++ pipe m 02, . "1.+22

g 022mm %++ pipe m 323 1.'3 11'23'+22

h 322mm %++ pipe m 12 23, 1"23+22i 22mm %++ pipe m 1,. 3,. '3..+22

7 '22mm %++ pipe m 1".3 "0" ,'.'1+22

5 1222mm %++ pipe m 10. 1," ,2'..+22

l 122mm %++ pipe m " 1 "+22

m 1,22mm %++ pipe m '"2 ,1 121"2+22




'" 6roviding and la-ing non pressure #6!" class ( lightdut-) %++ pipes with rubber ring roll on 7oint and stiffmixture of cement mortar in the proportion of 1:(1cement: fine sand) including testing of 7oints etc+complete

a .2mm %++ pipe m "+22 0. 1"'.+22

b "22mm %++ pipe m "'+22 1.3 0233,0+22c ".2mm %++ pipe m ..2+22 ., '322+22

d ,22mm %++ pipe m 0""+22 1' 123+22

e .22mm %++ pipe m ,,+22 . ,'.+22

f 022mm %++ pipe m 11,+22 110 1""10+22

g 322 mm % pipe m 1'+22 .2 ',022+22

h 22mm %++ pipe m 10+22 .2 '",22+22

i '22mm %++ pipe m 1'1+22 ' 130+22

', 6roviding and la-ing non pressure #6!, class ( lightdut-) %++ pipes with rubber ring roll on 7oint and stiffmixture of cement mortar in the proportion of 1:(1cement: fine sand) including testing of 7oints etc+complete

a .2mm %++ pipe m "1 " 12,+22

b ".2mm %++ pipe m 0," 0 ".+22

c ,22mm %++ pipe m 3, 0 ,,+22

d .22mm %++ pipe m ' ' '+22

e '22mm %++ pipe m 0.2 ' ".2+22

'. 6roviding and la-ing non pressure #6! class ( lightdut-) %++ pipes with rubber ring roll on 7oint and stiffmixture of cement mortar in the proportion of 1:(1cement: fine sand)+ Ca5ing hole up to 2x2 cmand embedding pipes up to 1.2 mm diameter inmanhole masonar- wor5 and filling with 1:":0( 1cement: " coarse sand : 0 graded stone aggregate

with 2mm nominal si;e) including disposal ofmalba(rubbish) including excavation of earth and bac5filling of available earth 6++ 122 mm thic5 1:,: ( 1cement: , coarse sand: : graded stone aggregate,2mm nominal si;e)

m ,12 122 ,122+22

'0 6roviding hoisting and fixing pre!cast reinforcedcement concrete wor5 for grating cover slab includingthe cost of re9uired shuttering finished smooth with 0mm thic5 cement plaster 1:" (1 ement : " Fine Sand)on exposed surface complete including providing thesteel reinforcement of 12 mm cold twisted barscutting bending and fixing+ All around the slab angleof si;e 122 R 3. R 0 mm M Hg/m is to be provided

b- cutting bending or b- welding complete in allrespect as per drawing+ he Slab shall be perforatedas per drawing and dimensions+

a .22 R 022 mm no+ 032 ,2 022+22

b .22 R 22 mm no+ ,2 .2 12222+22




'3 6roviding and fixing white vitreous china wall mountedt-pe water closet ($uropean t-pe) with seat and lid6 brass hinges and rubber buffers 12/. litre low leveldual flush flushing cistern with fittings 8/CS chairoverflow arrangement with specials of standard ma5eand mos9uito proof coupling of approved municipaldesign complete including painting of fittings and

brac5ets cutting and ma5ing good the walls and floorswherever re9uired+

$ach 3"2+22 03 ,,,12+22

4 pan with white solid plastic seat and lid with whitevitreous china flushing cistern and 6 flush blend+

Ca5e 4 6arr-ware at #o+ 21' or e9uivalent of<indware or era+

' 6roviding and f ixing water closet s9uatting pan(ndian t-pe 4 pan) with 122mm sand cast iron 6 orS trap 12 litre low level white 6Q flushing cisternwith manuall- controlled device (handle lever with allK fittings K fixture complete including cutting completeand ma5ing good the walls and floors whereverre9uired+

4hite vitreous orrisa pan pattern 4+ pan of si;e..2mm ma5e 4+ 6arr-ware cat no+ 21' ore9uavalent of <indware or era

$ach "".2 ,3 1.3,.2+22

'' 6roviding and fixing white vitreous Flat bac5 washbasin with speciall- fabricated CS/ brac5ets paintedwhite "mm 6 brass waste "mm 6 cast brassbottle trap and pipe to wall with 6 wall flnge andrubber adopter for waste connection completeincluding cutting and ma5ing good the walls whereverre9uired+

Ca5e 4* 6arr-ware at #o+ 2,3 or e9uivalent of<indware or era

$ach '2+22 .1 1103'2+22

<alf threaded waste coupling: a9uar 32' (hrome)or e9uivalent of $SS or 8$C

122 6roviding and fixing white vitreous china flat bac5urinal of 0,.x,12x,.mm with fittings K electronice-e flushing s-stem with electrical point standard si;e6 brass bottle trap with flush pipe spreaders withunions and clamps (all in 6 brass) with waste fittingsas per S ..0 waste coupling with outlet grating andother coupling in 6 brass including painting of fittingsand cutting and ma5ing good the walls and floorswherever re9uired+

Ca5e: 6arr-ware 2'3/' e9uivalent of <indware or

era

$ach 122+22 . 0.2,2+22

*ottle trap: a9uar 303 or e9uivalent of $SS or 8$C

121 6roviding and fixing toilet paper holder

6 *rass $ach ,0,+22 3' "00.0+22

Ca5e: a9uar cat #o+ 11.1 (chrome) or e9uivalent of$SS or 8$C

12 6roviding and fixing 1.mm nominal bore 6 brasstwo wa- bib coc5 with wall flange of approved 9ualit-+

$ach 02+22 3" ,'0,2+22

Ca5e: a9uar cat #o+ 2,1 (chrome) or e9uivalent of$SS or 8$C




12" 6roviding and fixing 6 brass double coat hoo5 fixedto door with 6 brass screws complete+

$ach ,32+22 . ".2+22

Ca5e: a9uar cat #o+ 1101 (chrome) or e9uivalent of8$C or $SS

12, 6roviding and fixing 6 brass angle valve for basinmixer and ge-ser point of approved 9ualit- withcopper connection pipe complete+

$ach 0..+22 1" 11'0.+22

Ca5e: a9uar cat #o+ 2." (chrome) or e9uivalent of8$C or $SS

12. 6roviding and fixing angular stop coc5+

Ca5e:a9uar cat #o+2."(hrome) or e9uivalent of8$C or $SS

$ach 0.. 122 0..22+22

120 6roviding and fixing 6 brass sin5 mixer for 5itchensin5 of approved 9ualit- with copper connection pipecomplete+

$ach 1..2 12 1..22+22

Ca5e: a9uar cat #o+ "2'(chrome) or e9uivalent of8$C or $SS

123 6roviding and fixing <ealth faucet with 1 mtr ?ongflexible tube with wall hoo5 with #%Q (bac5 flowpreventor)

$ach 1,,2+22 .0 20,2+22

Ca5e: a9uar cat #o+ .33(chrome) or e9uivalent of8$C or $SS

12 6roviding K fixing 6Q pipe class Q conforming to S,'. with all in7ection moulded fittings vi;+ teesbends elbows etc complete with 7ointing b- solventcement cutting in ma5ing good the wall K floor etc+

a ,2 O= 6Q pipe m+ 0+22 . 1'".2+22

b 0" O= 6Q pipe m+ 13.+22 122 13.22+22

12' 6roviding and fixing 7a9uar cat #o+ 103 (or e9uivalentof $SS or 8C$) central hole basin mixer with ,.2mmlong copper connection pipes K brass nuts withoutpop!up waste s-stems with ,.2mm long copper pipesK brass nuts (hrome) complete+

$ach 13.2+22 .3 ''3.2+22

112 6roviding and fixing 7a9uar cat #o+ 211 (or e9uivalentof $SS or 8C$) 6 brass pillar coc5 fixed to washbasin complete+

$ach ,32+22 ',2+22

111 6roviding and fixing arbon dioxide fire extinguishersconsisting of welded CS c-lindrical bod- s9uee;elever discharge valve fitted with internal dischargetube "2cms long high pressure discharge hosedischarge no;;le suspension brac5et confirming to S'", finished externall- with red enamel paint and

fixed to wall with brac5ets with rawl plug/dashfasteners complete with internal charge (O$#agpur Approved c-linders) apacit- ,+. 5g Smar5ed+ Ca5e Superex /8eetech

$ach .222+22 3, "32222+22

11 6roviding and fixing water O (S mar5ed)extinguishers including all accessories as per Sspecification (S '",) with wall brac5et with rawl plugapacit- ' litres (Ca5e Superex or 8eetech)

$ach .22+22 '2 .222+22




11" 6roviding and f ixing mechanical foam t-pe(Smar5ed) fire extinguishers consisting of welded C+S+c-lindrical bod- s9uee;e lever discharge valve "2cm long high pressure discharge hosedischarge no;;le suspension brac5et S mar5ed asper S '"" finished externall- with red enamel paintand fixed to wall with brac5ets complete with

internal charger+

a ' litres capacit-+ $ach .22+22 , 12222+22

b .2 litres capacit- (trolle- mounted) $ach 10.2+22 1 10.2+22

11, 6roviding and fixing carbon!di!oxide fire extinguisherstrolle- mounted with all accessories internal dischargetube high pressure discharge hose discharge no;;lesuspension brac5et S mar5ed as per S:3finished externall- with red enamel paint and fixedto wall with brac5ets complete with internal charge+

apacit- +. 5g+ $ach ."22+22 1 ."22+22

(O$ #agpur Approved c-linders)

11. 6roviding and fixing 6 brass shower set comprisingof following accessories+

set ".12 ' "1.'2+22

a) 4all mixer with provision of overhead shower with11.mm long bend pipe K wall flange (7a9uar cat #o+3")

(b) Shower arm 1'2mm long heav- cast bod- withwall flange (7a9uar at #o+ ,")

(c) 6ressure ad7ustable Shower the revolving 7oint(7a9uar at J #o+ ,')

110 6roviding and fixing 6 brass soap dish fixed to wall

the 6 brass screws on rawl plug including cuttingand ma5ing good the wall etc

$ach 012 ' .,'2+22

Ca5e a9uar cat #o+ 11"1 (hrome)

113 Suppl-ing of electric motor driven automaticpressuri;ation pump set consisting of the following (asper specification)

a) Fabricating and installing electricall- operated heav-dut- motori;ed steel gates with rollers on floorchannel including design and preparation of shopdrawings complete+ 6ainting will be done as perspecial condition of contract+

b) S9uirrel cage A++ induction motor suitable for

operation on ,1. Q 12N " phase .2 <;+ A++ suppl-and of minimum . <6 for the above pump with flexiblecoupling as per specification and conforming to S:"./ 1'3 and shall be $F t-pe onl-+

c) Fabricating and installing electricall- operated heav-dut- motori;ed steel gates with rollers on floorchannel including design and preparation of shopdrawings complete+ 6ainting will be done as perspecial condition of contract+




d) Qibration damping arrangement with cush- foot orsimilar mounting as re9uired+

set 0122+22 1 0122+22

11 nstallation testing and commissioning of item 1above including ma5ing foundation as permanufacturerEs recommendation

set ,,22+22 1 ,,22+22

11' Suppl- installation testing and commissioning ofmain control panel fabricated from mm CS sheet(powder coated)installed at terrace for terrace pumpcomprising of one 6# ,2 amp C*(incomer) oneno+ =O? starter for terrace pump(3+.<6) phaseindication lights Qoltmeter ammeter with auto/manual switch necessar- interloc5ingarrangement control wiring all wiring and earthingfrom panel to motor single phase preventors internalwiring name plate engraved etc+ complete in allrespects+

set 10.22 1 10.22+22

12 Suppl-ing la-ing 7ointing testing and commissioningof heav- gauge C+S+ pipes as per relevant S: 1"'with special accessories li5e tees elbows flanged

7oints rubber insertion nuts K bolts including earth

wor5 excavating and treating under ground pipe withtwo coats of tar coal hot enamel paint and wrappingwith bitumini;ed ,mm thic5 OAAH reinforced fiberglass tissue complete in all respects as per S121+(Pnderground)

a 122 mm dia m+ ,. 2 03022+22

b 1.2mm dia m+ 1322+22 . ,22+22

11 6roviding and fixing gun metal single headedh-drants with flanged inlet with 0" mm femaleinstantaneous outlet complete with male blan5 capschains conforming to S:.'2 t-pe A with stainlesssteel orifice plate to 5eep the pressure not more than"+. 5g/s9+cm at an- point+

$ach .2 1 0',2+22

1 6roviding 0"mm ( T )L dia 1. m long reinforcedrubber lined hose pipe conforming to S: 0"0!1''6art! with gunmetal male K female coupling wirewound with pipe as re9uired+

$ach ,'0+22 ,, 1"+22

1" 6roviding and fixing first aid hose reel full swingingt-pe with ,2 meter long 2mm dia rubber lined=unlop pipe with shut off no;;le of . mm dia+ hehose reel conforming to S:,!1'0' and hose tubingto S:1." complete as re9uired+ ncluding . mm diaC+S+ pipe connection from riser to hose reel withall soc5ets nipples elbows and . mm dia full wa-valve as re9uired+

$ach 32. 131312+22

1, 6roviding and fixing gunmetal branch pipe with 2mmdia no;;le conforming to S:'2"+ Suitable forinstallation connections to hose coupling etc+ asre9uired+

$ach 13"+22 1. .'2+22




1. 6roviding and fixing weather proof standard hosecabinet ('22mm x 022 mm x ,22 mm) out door t-pesuitable for accommodating -ard h-drants made of1+.mm thic5 C+S+ sheet having central openinggla;ed door including necessar- loc5ingarrangements painting one coat of primer and twocoats of postal red enamel paint suitable for housing

#os+ canvas hose pipe and branch pipe + (he cabinetshall be floor mounted on suitable raised platform)+he shutters are to be loc5able t-pe+ he words Ghose cabinetI to be painted on the box+

$ach ."0 ..3'+22

10 Suppl-ing and installing c-lindrical t-pe air vessel of.2mm dia 1+m high fabricated out of mm thic5 CSplate suitable for 35g/s9cm+ wor5ing pressurecomplete with air release valve safet- valve pressuregauge etc+ as re9uired+ he air vessel shall becontinuous welded construction and painted with twocoats of 6ostal red enamel outside over a coat ofprimer and $pox- paint inside+

$ach 1322+22 1 1322+22

13 6roviding and fixing cast iron bod- S: 12 F8 2and double flange gear simple operation t-pebutterfl- valve conforming to S: 1"2'. with SS"2,disc and shaft nitnile rubber replaceable seat of thefollowing si;e complete with bolts nuts washers andrubber insertions as per specification+

a+ 122 mm dia $ach ",'2+22 1" ,."32+22

b 1.2 mm dia $ach 302+22 1 ',"2+22

1 6roviding and fixing non!return valve complete withbolts nuts washer K rubber insertions as re9uiredconforming to S:."1+

a+ 122 mm dia $ach 3.+22 0 10312+22

b 1.2 mm dia $ach 0,.2+22 1 33,22+22

1' 6roviding fixing welded 7oints and testing of heav-class C+S pipes as per relevant S with specialaccessories tees elbows flanged 7oints rubberinsertion nuts bolts or welded 7oint with flange 7ointson bends length of straight pipe including fixing thepipe with suitable flat iron strip clamps/brac5etsstructural members dash faster civil brea5age ma5inggood the same etc+ painting with a primer coat andtwo coats of postal red enamel etc+ complete as

re9uired+(Aboveground)

a 1.2 mm dia m 132.+22 2 ",122+22

b 122 mm dia m 12'.+22 32 '.0.2+22

c 2 mm dia m 32+22 "2 ",22+22

d 0. mm dia m 0.+22 32 ,"3.2+22

e .2 mm dia m ,3.+22 22 '.222+22

f ,2 mm dia m "02+22 "2 1"022+22

g " mm dia m "22+22 12 "0222+22

h . mm dia m ,2+22 1222 ,2222+22




1"2 6roviding and fixing . mm dia gun!metal full wa-valve heav- 9ualit- tested to 1 5g/cm

$ach .02 " 102+22

1"1 6roviding and fixing 2!1, 5g pressure gauge of 1.2mm dia

$ach .32+22 11,2+22

1" 6roviding and fixing full- submersible drainagepumps with following capacit- /specifications pumpsshall be complete with butter fl- valve and #%Q ondeliver- side wiring earthing li9uid levelcontrollers timer for minimum . minutes operationsdeliver- pipe 2 mm dia etc complete a:apacit-:1. ?6Cb: <ead :1. m c: motorB,1. Q.2 <U Ad: COB bod- bron;e impeller +Ca5e Uenit

each 2132 , "202+22

1"" 6roviding and fixing 12 ;one Annunciation panel forthe sprin5ler s-stem on A+ suppl- with stand b-batter- complete in all respects

set 3.2 .3.22+22

1", 6roviding and fixing corex 1+. s9 mm copperconductor 6Q sheathed insulated armored cable+

m 03 .22 "".22+22

1". Suppl-ing and pouring conbextra! 86 #on!shrin5grout of C/s FOS%O or e9uivalent for grouting ofpoc5ets holding down bolt of trusses and under thebase plates filling of poc5ets for rail support steelcolumns complete 7ob as per drawing+

cum ",,"0+22 ,2 1"33,,2+22

1"0 8routing for the anchor bolt poc5ets of C/cfoundations as per machine supplierEs re9uirementscomplete 7ob as per drawing+

cum "",0+22 , 1"",+22

1"3 Fabricating and installing electricall- operated heav-dut- motori;ed steel gates with rollers on floorchannel including design and preparation of shop

drawings complete+ 6ainting will be done as perspecial condition of contract+

Hg 3.+22 ,222 "22222+22

1" lose timbering in trenches including struttingshoring and pac5ing cavities (where ever re9uired)complete (Ceasurements to be ta5en of the face areatimbered) Sewerage pipe

a =epth exceeding ,+.m but not exceeding 0m s9m '2 .". ,1.2+22

b =epth exceeding 0m but not exceeding 3+.m s9m '. 33 3"1.+22

1"' lose timbering in case of shafts wells cess pitsman holes and the li5e including strutting shoring and

pac5ing cavities(where ever re9uired) complete( Ceasurements to be ta5en of the face areatimbered) Can hole

a =epth exceeding ,+.m but not exceeding 0m s9m ', 1'0 1,,+22

b =epth exceeding 0m but not exceeding 3+.m s9m '' ". ",0.+22




1,2 6ainting 8 6ipes and fittings with white paint over aread- mixed priming coat both of approved 9ualit- fornew wor5+

a 0. mm dia+ 6ipe m 1. 1" 1'.+22

b 2 mm dia+ 6ipe m 1 .2 ,.22+22

1,1 $xcavating trenches of re9uired width for pipescables etc including excavation for soc5ets anddressing of sides ramming of bottoms depth up to1+. m including getting out the excavated soil andthen returning the soil as re9uired in la-ers notexceeding 2 cm in depth including consolidatingeach deposited la-er b- ramming watering etc anddisposing of surplus excavated soil as directed withina lead of .2 mtr+

a All 5inds of soil

b 6ipes cables etc not exceeding 2 mm dia m +22 10" 1","10+22

c 6ipes cables e tc exceeding 2 mm d ia but notexceeding "22 mm dia+

m 1""+22 "",2 ,,,2+22

d 6ipes cables etc exceeding "22 mm dia but notexceeding 022 mm dia+

m 2'+22 .2 12,.2+22

1, lose timbering in trenches including struttingshoring and pac5ing cavities (where ever re9uired)complete (Ceasurements to be ta5en of the face areatimbered) Sewerage pipe

a =epth exceeding 1+.m but not exceeding "m s9m 2+22 11 10'02+22

b =epth exceeding "m but not exceeding ,+.m s9m .+22 1"0 1.0202+22

1," lose timbering in case of shafts wells cess pitsman holes and the li5e including strutting shoring andpac5ing cavities(where ever re9uired) complete( Ceasurements to be ta5en of the face areatimbered) Can hole

a =epth exceeding 1+.m but not exceeding "m s9m ,+22 3,3 03,+22

b =epth exceeding "m but not exceeding ,+.m s9m '+22 ,0 ,10.+22

1,, 6roviding and fixing gunmetal landing valveconforming to S! .'2 with 0" mm dia instantaneousfemale coupling on the outler with S+S orifice flange0mm thic5 as re9uired to maintain "+. Hg/s9cmgunmetal blan5 cap and chain necessar- companionflange (as per table L$L) nuts boltswasher andgas5et complete as per specification+ (S mar5ed)

Single outlet each 0.2 2 1.222+22




1,. 6roviding and fixing in position copper plate as perdesign for expansion 7oints+

5g +22 1. ,1232+22

1,0 6roviding K fixing in position 1mm thic5 bitumenimpregnated fibre board conforming to S:1"including cost of primer sealing compound inexpansion 7oints+

percm

depthper

122m

",+22 13'. 0,002+22

1,3 6roviding K fixing in position sheet covering overexpansion 7oints with iron screws as per design tomatch the colour/shade of wall treatment+

a Aluminium fluted strips "+1.mm thic5

b 22mm wide m "1+22 1'" 0210+22

1, Add or deduct for plaster drip course/ groove inplastered surface or moulding to % pro7ections+

m 1+22 ,.2 ',22+22

1,' $xtra for providing and placing in position nos+

0mm dia C+S+ bars at ever- third course of half bric5masonr- (with F+6+S+ bric5)+

s9m ""+22 "312 1,"2+22

1.2 $xtra for providing frosted glass panes 12 5g/s9m(,mm thic5) instead of ordinar- glass panes 125g/s9m(,mm thic5) in doors windows and clerestor- windowshutters+ (Area of opening for glass panes excludingportion inside rebate shall be measured)+

s9m 1+.2 11,2 1312+22

1.1 6roviding and fixing oxidi;ed C+S casementsta-s(straight peg t-pe) with necessar- screws etc+complete+

a "22mm weighing not less than 22gms each 1+22 1'2 "',2+22

1. 6roviding and fixing aluminium sliding door bolts Smar5ed anodi;ed (anodic coating not less than grade

A 12 as per S:10) transparent or d-ed to re9uiredcolour or shade with nuts and screws etc+ complete+

a "22x10mm each 13+22 120 1",0+22

b .2x10mm each 11+22 1'1 "111+22

1." 6roviding and fixing aluminium tower bolts S mar5edanodi;ed (anodic coating not less than grade A 12as per S:10) transparent or d-ed to re9uired colouror shade with necessar- screws etc+ complete+

a "22x12mm each 0,+22 110 3,,+22

b .2x12mm each .3+22 12 1202+22

c 22x12mm each ,'+22 10 3,+22

d 1.2x12mm each ,1+22 1,22 .3,22+22

1., 6roviding and fixing aluminium handles S mar5edanodi;ed (anodic coating not less than grade A 12as per S:10) transparent or d-ed to re9uired colouror shade with necessar- screws etc+ complete+




a 1.mm each ,0+22 0,2 ',,2+22

1.. 6roviding and fixing in position collapsible steelshutters with vertical channels 2x12xmmandbraced with flat diagonals 2x.mm si;e with top andbottom rail of ! iron ,2x,2 x0mm with ,2mm dia steel pulle-s complete with bolts nuts loc5ing

arrangement stoppers handles including appl-ing apriming coat of approved steel primer

s9m .2+22 . 113222+22

1.0 Suppl-ing and fixing rolling shutters of approvedma5e made of re9uired si;e C +S laths interloc5edthrough their entire length and 7ointed together at theend b- end loc5s mounted on speciall- designed pipeshaft with brac5ets side guides and arrangements forinside and outside loc5ing with push and pulloperation complete including the cost of providing andfixing necessar- 3+.cm long wire springs gradeno+and C+S+ top cover of re9uired thic5ness forrolling shutters+

a 2x1+.mm C+S laths with 1+. mm thic5 top cover s9m 1,2+22 1,3. 1'222+22

1.3 6roviding and fixing ball bearing for rolling shutters+ each ",2+22 102 .,,22+22

1. $xtra for providing mechanical device chain and cran5operation for operating rolling shutters

a $xceeding 12+22s9m and up to 10+2s9m in the area s9m "02+22 "00 1"1302+22

b $xceeding 10+2s9m in area+ s9m ,22+22 .1 ",2,22+22

1.' $xtra for providing grilled rolling shuttersmanufactured out of mm dia C+S+*ar instead oflaths as per design approved b- $ngineer in!charge+(Area of grill to be measured)

s9m 1',+22 '2. 13..32+22

102 6roviding and fixing S mar5ed steel gla;ed doorswindow and ventilators of standard rolled steelsections 7oint mitered and welded with 1.x"mm lugs12cm long embedded in cement concrete bloc51.x12x12cm of 1:" 0(1 cement :" coarse and :0graded stone aggregate 2mm nominal si;e) or withwooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as re9uiredincluding providing and fixing of glass panes withgla;ing clips and special metal sash putt- of approvedma5e complete including appl-ing a priming coat ofapproved steel primer but excluding the cost of steelbeading and other fittings except necessar- hinges orpivots as re9uired+

a =oors s9m 102+22 2 ""022+22

b 4indows! side hung s9m 1,'2+22 3 12,"2+22c Qentilators top hung s9m 1,'0+22 1" 1',,+22

d n composite units of doors windows and ventilators

d(i) For overall portion treated as fixed s9m 120+22 "12 """2+22

d(ii) $xtra for side hung portion windows s9m ,2,+22 ""'2 1"0'.02+22

d(iii) $xtra for top hung portion s9m ,12+22 302 "11022+22




d(iv) $xtra for providing vertical coupling Cullion bar or<ori;ontal coupling Cullion bar(when openablewindows are to be coupled above fixed ones orbetween two fixed windows) or <ori;ontal couplingCullion bar(where windows are not exposed toweather) (H!11*)

m 01+22 113 112"3+22

d(v) $xtra for providing <ori;ontal coupling Cullion bar or

weather *ar($speciall- used when the coupled unit isexposed to rain) (H!1*)

m 3+22 ,' 00+22

101 $xtra for providing heav- sheet glass pans instead ofordinar- glass in doors windows and clearstor-windows at all level +(Area of opening for glass pansexcluding portions in side rebate shall be measured )

s9m

1,1+22

1.1 "2"'1+22

10 6roviding and fixing pressed steel door framesmanufactured from commercial mild steel sheet of1+.mm thic5ness including hinges 7amb loc5 7ambbead and if re9uired angle threshold of mild steelangle of section .2x.mm or base ties of 1+.mmpressed mild steel welded or rigidl- fixed together b-

mechanical means ad7ustable lugs with split end tailto each 7amb including steel butt hinges +.mm thic5with mortar guards loc5 stri5es plate and shoc5absorbers as specified and appl-ing a coat ofapproved steel primer after pre!treatment of thesurface as directed b- $ngineer!in!charge+

a 6rofile A m ""+22 ' 231"3+22

b 6rofile * m ,+22 .3. 1,022+22

c 6rofile m 03+22 "3,' 1222'"+22

10" 6roviding and fixing circular cast iron box for ceilingfan clamp 1,2mm internal dia 3"mm height .mmthic5 rim bottom and top lid of 1+.mm C+S+ sheet withits top surface hac5ed for proper bonding top lid shallbe screwed into cast iron box b- means of "+"mm diaround headed screws one loc5 at the cornerslamps shall be made of 1mm dia C+S+ bar bent toshape as per standard drawing+

each 32+22 002 ,022+22

10, 6roviding and fixing bright finished brass casementwindow fasteners of minimum wt 22gm to side hungsteel windows with necessar- welding and machinescrews etc complete

each ,3+22 1", 0.2,+22

10. Steel wor5 welded in built up section/framed wor5including cutting hoisting fixing in position andappl-ing a priming coat of approved steel primerusing structural steel etc+ as re9uired+

a n stringers treads landing etc+ of staircasesincluding use of che9uered plate wherever re9uiredall complete

Hg 02+22 .22 .12122+22




b n grating frames guard bar ladders railings anglesbrac5ets angle for edge protection gates and similarwor5s+

5g 02+22 10'022 12130222+22

100 6roviding and la-ing polished porcelain tiles indifferent si;es(thic5ness to be specified b-manufacturer) with water absorption less than 1N andflexural strength not less than "2#/mm in all colours

and shades laid on 2 mm thic5 cement mortar 1:,(1cement :, coarse sand )including grouting the 7ointwith white cement and matching pigments etc+complete+

a Si;e of ile 02R02 cm s9m 102+22 3,. 1.1022+22

103 Finishing with $pox- paint (two or more coats) at alllocations prepared and applied as per manufacturerEsspecifications including appropriate priming coatpreparation of surface etc+ complete on oncretewor5

s9m 2+22 1.3, 13.'2+22

10 Forming groove of uniform si;e in top la-er of washedstone grit plaster as per approved pattern usingwooden battens nailed to under la-er including

removal of wooden battens repair to edges of panelsand finishing the groove complete as perspecifications and directions of the $ngineer!in!charge+

a 1. mm wide and 1. mm deep groove m 1"+22 10.2 1,302+22

10' 6roviding and fixing factor- made 6Q door framemade of 6Q extruded section having overalldimension of ,x,2 mm (tolerance/! 1) with allthic5ness +2 mm /! 2+ mm corners of door frameto be mitered and 7oined b- means of plastic/CSgalvani;ed brac5ets and stainless steel screws+ hehinge side vertical of frames reinforced b- galvani;edC+S tube of si;e1'x1' mm and 1 mm /! 2+1 mm wall

thic5ness and three nos stainless steel hinges fixed tothe frame as per manufactures specification anddirection of $ngineer!in!charge (sintex or plasopan)

a ,x,2x+2mm thic5 6Q door frame m 1.3+22 '0 1.,2+22

132 6roviding and fixing "2mm thic5 factor- made 6Qrigid foam panelled door shutters of approved ma5emade from C+S+tube of 1' gauge thic5ness si;e1'x1'mm for st-les and 1.x1.mm for top and bottomrails covered with heat moulded 6QLL channel of.mm thic5 sheet and "2x3.mm wide to form st-lesand .mm thic5 and 3.mmwide 6Q sheets for toprail loc5 railK bottom rail on either side and 2mm

wide cross 6Q sheet as gap insert for top rail andbottom rail panelling of .mmthic5 6Q sheet fitted inCS+ frame welded /sealed to the st-les and rails with.x"2mm 6Q sheet beading on either side and 7oinedtogether with solvent cement adhesive etc+ completeas per manufacturers specification and direction ofengineer !in!charge fixed to frames with ,#os C+Spowder coated butt hinges (For 4++and bathroomshutters)+

s9m ,.2+22 "" 3'1".2+22




131 6reparation of sub grade b- excavating earth to anaverage of +.cm depth dressing to camber andconsolidating with road roller including ma5ing goodthe undulations etc+ and disposal of surplus earth leadup to .2 metres+

S9m+ "2+22 ,0.2 1"'.,2+22

13 Suppl-ing and stac5ing of graded stone aggregate atsite of si;e range+

a '2mm to ,.mm+ um+ 1212+22 12.2 1202.22+22

b 0"mm to ,.mm+ um+ 12,2+22 3.2 32222+22

c ."mm to +,mm+ um+ 1232+22 3.2 2.22+22

13" ?a-ing water bound macadam with specified stoneaggregate stone screening and blinding materialincluding screening sorting spreading to templateand consolidation with power road roller of to 12tonne capacit- etc+ complete (pa-ment for stoneaggregate screening 5an5ar moorum and red ba7rietc+ to be made separatel-)+

a Sub base w ith s tone aggregate '2mm to ,.mmincluding stone screening 1"+mm si;e+

um+ 12+22 12.2 1'222+22

b *ase course with 0"mm to ,.mm si;e including stonescreening 1"+mm si;e+

um+ 131+22 3.2 1.2+22

c *ase course with ."mm to +,mm si;e includingstone screening 11+mm si;e+

um+ 131+22 3.2 1.2+22

13, Suppl-ing and stac5ing of red ba7ri at site+ um+ .0,+22 .2 1,1222+22

13. Suppl-ing and stac5ing of stone screenings/chippings at site+

a 1"+mm nominal si;e (-pe!A)+ um+ 1132+22 , .32'02+22

b 11+mm nominal si;e (-pe!*)+ um+ 1102+22 , .0022+22

130 *ric5 edging in full bric5 width and half bric5 depthincluding excavation refilling and disposal of surplusearth lead up to .2 metres+

a (a) 4ith F+6+S+ bric5s of class designation 3.+(b)

m .2+22 11"12 .0..22+22




133 6roviding la-ing and consolidation of 3. mmthic5ness (compacted) bituminous macadam onprepared clean surface with specified graded crushedaggregates conforming to COS table .22+, ("rdrevision) 1+,. times of compacted volume of stoneaggregate excluding weight of bitumen and bitumenM ".N b- weight including loading of aggregates with

F$ loader within <ot Cix 6lant handling the materialsat site heating up to re9uired temperature mixingaggregate and bitumen in hot mix plant transportingthe mix b- tipper with all lead la-ing with paverfinisher in proper grade camber rolling with vibrator-roller and power roller to achieve the desired densit-providing light barriers danger signals alsochow5idar ma5ing and maintaining diversion trafficregulation hire and running charges of allmachineries li5e hot mix plant paver finisher tipperpower roller vibrator and F$ loader with depreciation6O? and other lubricants pa- of machiner- staffincluding suppl- and carriage of bitumen cost of all

materials their carriage from source to wor5 sitelabours tools K plants incidental charges all taxesand ro-alties etc+ all complete 7ob as per approveddesign/ drawing and COS specification clause .2!,and relevant clauses ( "rd revision) and direction ofengineer in!chargebut excluding cost of tac5 coat andcleaning of road surface+

um+ '2+22 03. 1'.23.2+22

13 6roviding la-ing and consolidating . mm thic5 semi!dense bituminous concrete on cleaned and preparedsurface with specified graded crushed agg+conforming to COS .22+2 ("rd revision) with 1"+mm si;e 11+ mm si;e and fine agg+ '+0 mm andbelow with total agg+ 2+"0 cum bitumen M 5gboth per 12 s9m+ with hot mix plant including thematerials at site loading the agg+ in F$ loaderheating bitumen up to re9uired temperature mixinggraded agg+ and bitumen in hot mix plant transportingb- tipper with all lead la-ing mix with paver finisher inproper grade camber rolling with vibrator- roller providing light barriers danger signals chow5idarma5ing and maintaining diversion traffic regulationhire and running charges of all machineries li5e hotmix plant paver finisher tipper roller F$ loader withdepreciation and ma7or/minor repair 6O? and otherlubricants pa- of machiner- staff including suppl-and carriage of bitumen cost of all materials theircarriage from source to wor5 site labours tools K

plants incidental charges all taxes and ro-alties etc+all complete 7ob as per approved design/ drawing andCOS specification clause .12 and relevant clauses ("rd revision) and direction of engineer in!charge butexcluding cost of tac5 coat and cleaning of roadsurface+(4ith bitumen 2/122)

cum ""2+22 . 3,3222+22




12 6roviding and fixing in position premoulded 7oint fillerin expansion 7oints+

6ercm

depthpercm

widthperm+

length

+22 "',22 3,22+22

11 6roviding and la-ing in position bitumen hot sealingcompound for expansion 7oints etc+

(a) Psing grade @A& sealing compound+ 6ercm

depthpercm

widthperm+

length

1+22 3'0,2 3'0,2+22

1 Structural steel insert plates and edge protection

angles with lug bars etc+ to be embedded in concrete+

Dtl 0222 ,22 ,22222+22

1" 6roviding and fixing collar

(a)122mm dia centrifugall- cast (spun) iron SKS+Psing grade @A& sealing compound+

$ach 1.+22 12 1.2+22

1, 6roviding lead caul5ed 7oints to sand castiron/centrifugall- cast (spun) iron pipes and fittings ofdiameter+

a a) 122mm $ach 112+22 11,, 1.,2+22

b b) .2mm $ach 3.+22 0.2 ,3.2+22

1. 6roviding and fixing C+S sta-s and clamps for sandcast iron/centrifugall- cast (spun) iron pipes ofdiameter :

a 122mm $ach ,"+22 .3 ,.1+22

10 6roviding and fixing trap of self cleansing design withsand cast iron screwed down or hinged grating with orwithout vent arm complete including cost of cuttingand ma5ing good the walls and floors

a a) 122mm inlet and 122mm outlet centrifugall- cast(Spun) iron SKS

$ach .2"+22 12 '2.,2+22

13 6roviding and fixing of stainless steel 7ali with orwithout holes for floor trap+

a 122mm dia weight not less than 122 gms+ $ach 1"+.2 .1 3,"+.2

1 6roviding and fixing 6C waste coupling for washbasin urinals and sin5 weighing not less than ,.gms of approved colour and ma5e (6ra-ag ore9uivalent)

a a) 4aste coupling "1mm of 3'mm length and 0mmbreath weighing not less than ,.gms+

$ach 3,+22 ", .10+22

b b) 4aste coupling "mm of " mm length and 33mmbreath weighing not less than 02 gms+

$ach 120+22 1' 21,+22

1' 6roviding and fixing 6C bottle trap for wash basinand sin5 (6ra-ag or e9uivalent)




a *ottle trap "1mm single piece moulded with height of32mm effective length of tail pipe 0.mm from thecentre of the waste coupling 33mm breath with .mmminimum water seal weighing not less than 02gms+

$ach ,22+22 13 022+22

1'2 6roviding and fixing heel rest sanitar- bend

a a) 122mm dia centrifugall- cast (spun) iron SKS+ $ach ",+22 3 10,+22

1'1 6roviding and fixing 6C towel rail complete withbrac5ets fixed to wooden cleats with 6 brass screwswith concealed fitting arrangement of approved 9ualit-colour and ma5e (6ra-ag or e9uivalent)

a 022mm long towel rail w ith total length of 0,.mmwidth 3mm and effective height of mm weighingnot less than 1'2gms

$ach ",.+22 , 1"2+22

1' 6roviding and fixing uplasticised 2mm nominal bore,. cm long 6Q connection pipe with brass nuts andbolts+

$ach ..+22 1"3 3.".+22

a 1.mm nominal bore $ach ,,+22 1 3'+22

1'" 6roviding and la-ing 1.2 mm dia double flanged pipes standard specials such as tees bends collars

tapers etc+ for suction side of <O K O?= water+

9uintal

,012+22 " 1202"2+22

1', 6roviding flanged 7oints to double flanged /= pipesand specials including testing of 7oints+ 1.2 mm dia

m 102+22 112 13022+22

1'. 6roviding K fixing + + Sluice valves (with cap)complete with bolts nuts rubber insertions etc+ (hetail pieces if re9uired will be paid separatel-)

a 122 mm dia class $ach "222+22 11 ""222+22

b 1.2mm+ =ia class $ach ,2+22 10 0,2+22

c 1.2mm+ =ia class $ach ,,'2+22 "1 1"'1'2+22

1'0 6ainting 8 6ipes and fittings with white paint over aread- mixed priming coat both of approved 9ualit- fornew wor5+

a 1.mm dia+ 6ipe m ,+.2 02 32+22

b 2mm dia+ 6ipe m .+2 12 0,+22

c .mm dia+ 6ipe m 0+'2 ' 0",+2

d ,2mm dia+ 6ipe m '+0. 3 0',+2

e .2 mm dia+ 6ipe m 11+,2 ,1 ,03+,2

1'3 6ainting 8+ 6ipes and fittings with two coats of anti!corrosive bitumastic paint of approved 9ualit-

a a) 1.mm dia+ 6ipe m +,. "23 3.+1.

b b) 2mm dia+ 6ipe m +'2 11, ""2+02

c c) .mm dia+ 6ipe m "+02 122 "02+22

d d) ,2 mm dia+ 6ipe m ,+'2 ., 0,+02

1' 6roviding and fixing 1.mm nominal si;e 112mm long32mm high and ,2mm wide with piston travel ofminimum . mm having weight not less than 1, gms(0...) (*od-%od*all)+ 6rovided with leverageof minimum "2mm and one piece moulded <=plastic ball of 11,mm dia 6C plastic ball coc5 ofapproved 9ualit- colour and ma5e complete withepox- coated aluminium rod with ?6/<6<= plasticball (6ra-ag or e9uivalent)

$ach 132+22 , 02+22




1'' 6roviding and fixing 2mm nominal si;e 1.mm long33mm high and ,mm wide with piston travel ofminimum 0+. mm having weight not less than 12gms (122,232) (*od-%od*all)+ 6rovided withleverage of minimum "12mm and one piece moulded<= plastic ball of 13mm dia 6C plastic ball coc5of approved 9ualit- colour and ma5e complete with

epox- coated aluminium rod with ?6/<6<= plasticball (6ra-ag or e9uivalent)

each "0+22 " 32+22

22 6roviding and fixing.mm nominal si;e 1..mm long'0mm high and .mm wide with piston travel ofminimum mm having weight not less than ,.. gms(132.22) (*od-%od*all)+ 6rovided withleverage of minimum "'2mm and one piece moulded<= plastic ball of 1.mm dia 6C plastic ball coc5of approved 9ualit- colour and ma5e complete withepox- coated aluminium rod with ?6/<6<= plasticball (6ra-ag or e9uivalent)

each ."3+22 ,'0+22

21 6roviding and fixing ,2mm nominal si;e 12mm long

11mm high and 0"mm wide with piston travel ofminimum 11 mm having weight not less than 0'2gms (021'.".) (*od-%od*all)+ 6rovided withleverage of minimum "'.mm and one piece moulded<= plastic ball of 2"mm dia 6C plastic ball coc5of approved 9ualit- colour and ma5e complete withepox- coated aluminium rod with ?6/<6<= plasticball (6ra-ag or e9uivalent)

each '3,+22 . ,32+22

2 6roviding and fixing .2 minimum mm having weightnot less than 1,2 gms (,02'2,'2)(*od-%od*all)+ 6rovided with leverage of minimum"'2mm and one piece moulded <= plastic ball of1.mm dia 6C plastic ball coc5 of approved9ualit- colour and ma5e complete with epox- coatedaluminium rod with ?6/<6<= plastic ball (6ra-ag ore9uivalent)

each 1,.2+22 , 0'022+22

2" Ca5ing chases upto 3+.R 3+. cm in walls includingma5ing good housing 8 6ipe etc

m ",+22 ..2 1322+22




2, 6roviding and fixing A#O=S$= A?PC#PC 4O%HFO% =OO%S 4#=O4S ventilators and partitionwith extruded built up standard tubular and othersection of approved ma5e conforming to S+3"" andS 1. anodi;ed transparent or d-ed to re9uiredshade according to S: 10(minimum anodic coatingof grade A 1.) fixed with rawl plugs and screws or

with fixing clips or with expansion hold fastenersincluding necessar- filling up of gap at 7unctions attop bottom and sides with re9uired 6Q/ neoprenefelt etc+ Aluminium section shall be smooth rust freestraight mitered and 7ointed mechanicall- whereverre9uired including cleat angle+ Aluminium snapbeading for gla;ing/ panelling +6 brass/ stainlesssteel screws all complete as per architecturaldrawings and the directions of engineer !in!charge(8la;ing and panelling to be paid forseparatel-)+

a For fixed portion 5g 0"+22 .1'22 1"0,'322+22

b For shutters of doors windows and ventilatorsincluding providing and fixing hinges / pivots andma5ing provision for fixing of fitting wherever re9uiredincluding the cost of 6Q/ neoprene gas 5et re9uired(Fittings shall be paid for separatel-)

5g 33+.2 " 123'2+22

2. 6roviding and fixing gla;ing in aluminium doorwindow ventilator shutters and partitions etc+ with6Q/neoprene gas5et etc+ complete as per thearchitectural drawings and the directions of engineer!in!charge+ (ost of aluminium snap beading shall bepaid J in basic item)

a 4ith glass panes of .+. mm thic5ness (weight not

less than 1"+3. 5g/s9m)

s9m 3".+22 1"'2 1210.2+22

20 6roviding and placing in position suitable 6Q waterstops conforming to S: 122 of =eep -oti ore9uivalent for construction/expansion 7oints betweentwo % members and fixed to the reinforcementwith binding wire before pouring concrete etc+complete+Serrated with central bulb (. mm wide !11mmthic5)

m .10+22 ,,. '02+22

23a 6roviding and la-ing integral cement based treatmentfor water proofing on hori;ontal surface at all levels asdirected b- the $ngineer!in!harge and consisting of:

(i) 1st la-er of 2mm thic5 approved and specified

rough stone slab over a .mm thic5 base of cementmortar1:" (1cement: "coarse sand) mixed with waterproofing compound @mpermo& of Snowcem ore9uivalent conforming to S: 0,. in therecommended proportion+ oints sealed and groutedwith cement slurr- mixed with water proofingcompound+

(ii) nd la-er of .mm thic5 cement mortar 1:"(1cement: "coarse sand) mixed with water proofingcompound in recommended proportions+




(iii) Finishing top with stone aggregate of 12mm to1mm nominal si;e spreading M cudm/ S9m+thoroughl- embedded in the nd la-er+

Psing rough 5ota stone+ s9m 0. 222 1.2222

23b 6roviding and la-ing integral cement based treatmentfor water proofing on the vertical surfaces b- fixing

specified stone slab 2mm thic5 with cement slurr-mixed with water proofing compound @mpermo& ofSnowcem or e9uivalent conforming to S: 0,. inrecommended proportions with a gap of 2mm(minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurr-mixed with water proofing compound and finishing theexterior of stone slab with cement mortar 1:,(1cement: ,coarse sand) 2mm thic5 with neatcement punning mixed with water proofing compoundin recommended proportion complete at all levels andas directed b- the $ngineer!in!harge+

Psing rough 5ota stone+ s9m 3,, 1222 3,,222

2 6roviding and la-ing integral cement based waterproofing treatment including preparation of surface asre9uired for treatment of roofs balconies terracesetc consisting of following operations+ (a) Appl-ingand grouting a slurr- coat of neat cement using +3.5g /s9m of cement admixed with proprietar- waterproofing compound to S 0,. over the % slabincluding cleaning the surface before treatment)?a-ing cement concrete bro5en bric5s /bric5 bats.mm to 122mm si;e with .2N of cement mortar 1:.(1cement :. coarse sand ) admixed with proprietar-water proofing compound conforming to S :0,. over2mm thic5 la-er of cement mortar of mix

1:.(1cement :. coarse sand )admixed with proprietar-water proofing compound conforming to S : 0,. tore9uired slop and treating similarl- the ad7oining wallsup to "22 mm height including rounding of 7unctions ofwalls and slabs+

c) After two da-s of proper curing appl-ing a secondcoat of cement slurr- admixed with proprietar- waterproofing compound conforming to S:0,.:d)Finishing the surface with 2mm thic5 7oint lesscement mortar of mix 1:,(1cement :, coarse sand)admixed with proprietar- water proofing compoundconforming to S+0,. and finall- finishing the surfacewith trowel with neat cement slurr- and ma5ing of

"22x"22mm s9uare) he whole terrace so finishedshall be flooded with water for a minimum period oftwo wee5s for curing and for final test + All aboveoperations to be done in order and as directed andspecified b- the engineer!in!charge+

a 4ith average thic5ness of 12mm and minimumthic5ness at 5hurra as 0.mm

s9m "'.+22 .'32 ".1.2+22




2' 6roviding and la-ing on the sloped %oof!slab "2mmthic5 7oint less spra-ed closed cell P#O6S ertifiedF free!?lo-d Foam or e9uivalent spra- %igid6ol-urethane foam conforming to S: 1"2.(densit- offoam being ,2!,.5g/cum) over a coat of pol-urethaneprimer applied M .!0 s9m /lit and pol-urethane basedelastomeric isothane $CA waterproofing s-stem

minimum M 2+.2 5g/s9m each coat in coats overpol-urethane foam insulations+

s9m '+22 1222 '222+22

#ote: 1+ he 7ob to be carried out b- reputed compan- li5e?lo-d insulations (ndia) ?td or e9uivalent havingsufficient wor5 experience+

+f the surface is accessible the treatment has to beprotected b- providing bric5 tiles in cement mortar orcement concrete as per recommendation of executionagenc- which will be paid extra+

12 *oring providing and installing bored cast ! in! situreinforced cement concrete piles of specified diameterand length below the pile cap C"2/C!". in cementconcrete to carr- safe wor5ing load not less thanspecified excluding the cost of cement and steelreinforcement but including the cost of boring withcasing and/or bentonite solution and the length of pileto be embedded in the pile cap+(?ength of pile forpa-ment shall be measured up to the bottom of pilecap)+

022 mm dia pile m 122 1.22 322222+22

11 Qertical load test of piles in accordance with S '11(6art Q) including installation of loading platform andpreparation of pile head or construction of test capand dismantling of test cap after test etc+ complete asper specification K direction of $ngineer!in!charge+

#os "."20 0 11"0+22

1 ?ateral load testing of single pile in accordance withS ode of practice S '11 (6art Q) for determiningsafe allowable lateral load on pile+

#os "2 0 1"""2+22




1" 6roviding and la-ing in position machine batched machine mixed and machine vibrated design mixconcrete of C!./"2/". grade for % structuralelements for various components of super structure ofoverhead water tan5s at all heights including ringbeam column of re9uired shape and si;e bracingwalls pillar post strut bottom dome top dome

conical walls top cover slab balcon- slab etc as perapproved drawings for all heights and depthsincluding provision of necessar- centering shutteringde!shuttering scaffolding at all heights+ he rate isfurther inclusive of water proofing h-dro testingstraightening cutting bending placing in position andbinding of reinforcement steel with binding wires allcomplete+(ement and Steel reinforcement shall bearranged b- the contractor and shall be paidseparatel- under relevant #S item+

cum .'22+22 3' ,0322+22

1, Ca5ing plinth protection .2 mm thic5 of cementconcrete 1:":0 ( 1 cement : " coarse sand : 0 gradedstone aggregate 2 mm nominal si;e) over 3. mmbed of dr- bric5 ballast ,2 mm nominal si;e wellrammed and consolidated and grouted with fine sandincluding finishing the top smooth+

s9m 1,,+22 ' 1",+22

1. *ric5 edging 3 cm wide 11+, cm deep to plinthprotection with bric5s of class designation 3.including grouting with cement mortar 1:, ( 1 cement :, fine sand)

m+ 1.+.2 1" 2,0+22

10 $xtra rate over item 1 and , for providing and mixingwater proofing material EmpernmoE or e9uivalent M 15g per .2 Hg of cement+

perbagof .2Hg ofceme

ntusedin themix

3 12222 32222+22

13 Submission of architectural and structural design ofOverhead tan5s up to ,. m staging for approval b-%ailwa-s+

#o+ 122222 " "22222+22

1 Suppl-ing and fixing $xpansion Fasteners includingtesting similar to the ones manufactured b- <?(<H=!S t-pe) or FS<$% ($A hammerset) orapproved e9uivalent for fixing pipelines suspendedceilings sprin5ler s-stems cable tre-s etc+ intoalread- constructed % structures+

a 12 mm dia #os 2 .22 ,2222+22

b 1 mm dia #os 12' "22 "322+22

c 10mm dia #os 1 "22 .,022+22

d 2 mm dia #os .2 "22 13,222+22




1' Suppl-ing and fixing <S t-pe $xpansion Fastenersof <? O% FAU t-pe $xpansion Fasteners orFS<$% or approved e9uivalent for fixing insertplates 10/2 mm thic5 in existing concrete includingtesting of the same+

a 1 mm dia #os 122 22 2222+22

b 10 mm dia #os 102 .22 2222+22

c 2 mm dia #os ." 22 12,022+22

2 Suppl-ing and fixing resin fasteners including testingusing C6 bars of Fe!,1. grade similar to the onesmanufactured b- <? or FS<$% for fixing intoalread- constructed % structure+ he cost of C6rebar to be paid separatel-+

a mm dia (used as shear connectors in bric5 walls) #os " "222 ,'222+22

b 1 mm dia #os 1' 22 ",22+22

c 10 mm dia #os 022 22 12222+22

d 2 mm dia #os 3.2 122 3.222+22

1 6roviding and fixing h-draulicall- pressed%einforcement couplers of approved ma5e such as? **% as per the Specifications :

a for " mm dia bars #os ""1 122 ""122+22

b for mm dia bars #os '2 122 '222+22

c for . mm dia bars #os ,' 122 ,'22+22

6roviding fixing 7ointing and testing in position the

++ class ?A pipe for soil waste and rain waterinstallation conforming to S:1."0+ ut to re9uiredlengths including all necessar- fittings conforming toS:1." K specials such as bend 7unctions offsetsaccess pieces (plain or door) fixing at wall / ceilinglevel supported b- clamps K hangers etc+ Ca5ingproper connection with refined pig lead 7oint ofre9uired depth including cutting chases/holes infloors/walls/slab etc and ma5ing good the same afterpipe have been dul- laid and testing and painting ofapproved shade complete as re9uired

a) 122 mm dia C 11 122 1,.022+22

b) 1.2 mm dia C 1.0 222 "1,222+22

" 1+ m high fencing 1+m angle iron ,2x ,2 x 0 mmpost placed ever- "+2 m centre top centre embeddedin cement concrete bloc5s ever- fifteenth post lastbut one end post and corner post shall be strutted onboth side and end post on one side onl- and providedwith ' hori;ontal lines and diagonals interwovenwith hori;ontal wires of barbed wire '+" 5g /122m(minimum) between the two posts fitted and fixed with8 staples turn buc5les etc complete (cost of poststruts earth wor5 and concrete wor5 to be paid forseparatel- )

m 3+22 ,22 "122+22




, $xtra for forming poc5ets in /% as per approveddrawing

cubicdeci!metre

12+22 12222 122222+22

. nstallation of stone column of dia .22 mm (finished)up to ' metre below normal ground level in triangularla-out as per approved drawing and specification+ heStone column should be installed b- a heav- dul-

driven piling rig using the specified O= hollow steeltube mandrel fitted with a speciall- designed one wa-door+ he mandrel will be driven of " to , ton drophammer +After the mandrel has been driven to there9uired depth graded hard K bro5en stones of si;e3. mm down to mm or other approved mixes ofstone would be poured into the mandrel in batches ofsuitable heights as directed b- $ngineer in!charge+

m+ 132+22 .222 022222+22

0 Suppl-ing erection la-ing aligning and fixing ofgantr- rail of section %122 and %2 as perS:",,"!1'2 including cost of fasteners labour toolsand plants complete+

C 02222+22 101 '002222+22

3 Suppl- and Application of low cement castables

!ACO# ,. or similar in shop floor walls andcolumns including suppl- of s5illed and uns5illedmanpower tools and tac5les complete in all respectas per instruction of $ngineer at site+ he rate shouldinclude the cost of welding of anchors+ he anchorsshall be paid extra as per relevant #S item+

C "2222+22 ".2 12.22222+22

Suppl-ing and erecting Asbestos ement (A) 0 mmthic5 corrugated sheets roofing and fixing with /?bolts and nuts mm dia 8 plain and bitumenwashers complete 8 roofing bolts pol-mer coated or ? hoo5s bolts and nuts mm dia 8 plain limpatand bitumen washers complete +

s9m 2+22 1222 0,2222+22

' Suppl-ing and f ixing of 8alvani;ed ron (8) !Uchannel of height 122 mm width .2 mm thic5ness mm to be fixed to A sheet roofing at the bottom b-means of 8 ! bolts and to be fixed to Aluminumsheet roofing at the top with Aluminum allo- croo5edbolt as per approved drawing+ he rate includes costfor material labour transportation fastenings such asbolts washers etc+ complete as per direction of$ngineer in!charge+

metr e

".+22 12222 ".2222+22




"2 6roviding and fixing at all height false ceiling of 1+.mm thic5 tapered edge g-psum board conforming toS : 2'. including providing and fixing of frame wor5made of special sections power pressed from C+S+sheet and galvani;ed in accordance with ;inc coating022 as per S : 33 and consisting of angle cleats ofsi;e .mm wide x 1+0mm thic5 with flanges of mm

and "3 mm at 122mm centre to centre one flangefixed to the ceiling with dash fastener 1+.mm dia x,2mm long with 0 mm dia bolts to the angle hangersof .x.x.mm of re9uired length and other end ofangle hanger being fixed with nuts and bolts to 8channels ,.x1.x2+'mm running at the rate of122mm centre to centre to which the ceiling section2+.mm thic5 bottom wedge of 2mm with taperedflanges of 0mm each having clips of 12+.mm at,.2mm centre to centre shall be fixed in a directionperpendicular to 8++ channel with connecting clipsmade out of +0,mm dia x "2mm long 8++ wire atever- 7unction including fixing the g-psum board with

ceiling section and perimeter channels 2+.mm thic53mm high having flanges of 2mm and "2mm longthe perimeter of ceiling fixed to wall/partition with thehelp of rawl plugs at ,.2mm centre to centre with.mm long drive all screwsM "2mm intervalincluding 7ointing and fixing to a flush finish of tapered and s9uare edges of the g-psumboard with recommended filler paper tapes finisherand two coats of primer suitable for g-psum board asper manufacturersE specification and also includingcost of ma5ing openings for light fittings grillsdiffusers cutouts made with frame of perimeterchannels suitabl- fixed all complete as per drawingand specification and directions of $ngineer!in!chargebut excluding the cost of painting+

s9m .'+22 ,3. 122+22

"1 6roviding and fixing 1st 9ualit- ceramic gla;ed tilesconforming to S : 1"3." of minimum thic5ness . mmof approved ma5e li5e #O O%$# SOCA#HAA%A or e9uivalent ma5e in all colours shadesdesign and prints except begund- bottle green blac5of an- si;e as approved b- $ngineer! in harge ins5irting risers of steps and dados over 1 mm thic5bed of ement Cortar 1:" (1 cement : " oarseSand ) and 7ointing with gre- cement slurr- M "+" 5gper s9m including pointing in white cement mixed withpigment of matching shade complete+

s9m .+22 122 .22+22

Tra@ Aor@

" 6airing of rails 02 Hg/. Hg/'2% on cess on eitherside of trac5 in -ard/bloc5 section (both the rails insingle rail or panels) as per direction of engineer!in!charge

rac5!

metre

3 1"2+22 '12




"" Suppl- and spreading of trac5 ballast uniforml- on thetrac5 as per true profile including all lead lift up to 122m+ as per direction of $ngineer!in!charge

cum 1222 02+22 02222

", arr-ing and spreading of *8 6S sleepers atuniform spacing alread- unloaded in station -ard as

per direction of enfgineer in charge including all leadlift ascent descent with contractor vehcile tool Kplants etc+

$ach 1, 132+22 "2

". ?in5ing *8 trac5 in straight/curves excluding ? inmain line loops overshoots with C3/C, 6Ssleeper densit- including carting of p+wa- materialsfrom the nearest station including lifting . Hg/'2%single rail/S46/?4% from cess and placing on 6Ssleepers cleaning oiling and greasing fish plates fishbolts $% etc with contractorsE oil grease graphitepac5ing the ballast boxing and dressing of ballast asper specified standard to true profile alignment and

level as per direction of engineer!in!charge+

rac5!

metre

1"+" 1"2+22 102'

"0 wo rounds of pac5ing of 6S sleeper trac5 as per%64C to correct level and alignment as per directionof $ngineer!in!charge+

rac5!

metre

"'+. 1"2+22 .12+.

HORTICULTURE AORB

S+te .re.arat+o

"3 Pprooting ran5 vegetation and weeds b- digging thearea to a depth of 022mm removing all weeds and

other growth with roots b- for5ing repeatedl-brea5ing clods rough dressing flooding with wateruprooting fresh growths after 12 to 1. da-s and thendressing including disposal of all rubbish with allleads and lifts+

s9m 3+. 1222 '2222+22

rass #reas (Se"et+o 1 rass)

" Cixing earth and manure in proportion : 1 andspreading to a thic5ness of 22mm+

cum ,. ,22 12222+22

"' Flooding the ground with water including ma5ing5iaries and dismantling the same+Fine dressing the ground to levels specified+8rassing with approved LSelection 1L grass includingwatering and maintenance of the lawn till the grassforms a thic5 lawn free from weeds and fit for mowingincluding suppl-ing good earth if needed+ 8rass to beplanted in rows 3+.cms apart in either direction+nclusive of maintenance as specified for a period ofone -ear after completion

s9m ,2 '.22 "2222+22

Tree >"at+4




,2 =igging holes and refilling the same with sweet earthmixed with manure :1 b- volume ( parts of stac5edvolume of earth after reduction b- 2N : 1 part ofstac5ed volume of manure after reduction b- N)flooding with water dressing including removal ofrubbish and surplus earth if an- with all leads and liftsJholes 1+m dia+ 1+m deep+

#os+ 02 22 ,222+22

,1 Suppl-ing and planting best 9ualit- container! grownhealth- trees of m minimum height of species asspecified+ All trees to be approved before planting+nclusive of maintenance as specified for one -earafter completion+

#os+ .2 22 22222+22

S!rub$ C"+/ber$ Ora/eta" >"ats ad roudCoer >"at+4

, Cixing earth and manure in proportion : 1 b- volume(1 part manure to parts earth)+ $xcluding cost ofearth and manure+

cum ,. 222 '2222+22

," Suppl-ing and planting best 9ualit- pot!grown health-shrubs minimum 3.2mm tall of species specifiedinclusive of preparation and cultivation of shrub bedsas specified+ All plants to be approved beforeplanting+ nclusive of maintenance as specified forone -ear after completion+

#os+ 2 0222 ,2222+22

,, Suppl-ing and planting best 9ualit- pot!grown health-ground cover plants with minimum "22mm stem ofspecies specified inclusive of preparation andcultivation of shrub beds as specified+ All plants to beapproved before planting+ nclusive of maintenanceas specified for one -ear after completion+

#os+ "2 1222 "02222+22

,. Suppl-ing and planting best 9ualit- pot!grown health-climber plants with minimum stem of length '22mm ofspecies specified inclusive of preparation andcultivation+ All plants to be approved before planting+nclusive of maintenance as specified for one -earafter completion+

#os+ 3. "22 .22+22

,0 Suppl-ing and planting best 9ualit- specialornamental plants of species specified inclusive ofpreparation and cultivation+ All plants to be approvedbefore planting+ nclusive of maintenance as specifiedfor one -ear after completion+

#os+ 3. "22 .22+22

S3eet Eart!

,3 Suppl-ing and stac5ing sweet earth at site including

ro-alt-+

cum 22 .22 .22222+22

Maure

, Suppl-ing and stac5ing manure at site includingro-alt- (manure measured in stac5s will be reducedb- N for pa-ment)+

cum 22 ,22 2222+22




,' Suppl- of , #os+ AA SPCO or e9uivalent vehiclefor supervision purpose

pervehicle per

da-

.. 122 ',.222+22

.2 %unning charges of above vehicles for an- t-pe ofroad as desired for supervision purpose including costof fuel lubricant etc++

5m "+' 1222 3222+22

.1

Suppl-ing fitting and fixing butile tape – 1+. mm thic5and mm wide at overlaps in Aluminium roofingsheets along with Aluminium allo- seam bolts +

m "2 ,2222 122222

. Suppl-ing erecting and la-ing in position " mm thic5plain/embossed pol-carbonate sheets of approvedand transparenc- on the roof in the profile to matchthe profile of roofing sheets such as Aluminiumtroughed sheet 8alvani;ed orrugated sheet andcorrugated A sheet complete including cuttingsheets as necessar- drilling holes fixing up with 8/

Aluminium allo- or ? bolts and s9uare nuts and$6=C and bitumen washers mushroom washers

cran5ed/curved washers burring of bolts effectivel-where re9uired stitching at overlapping portion with

Al+ allo- seam bolt and ma5ing entire roofing watertight and lea5 proof+ 4idth of the pol-carbonatesheets should match the width of relevant roofingsheet+ he light transmission should not be less than2N and the sheet should not discolour with age+ hepol-carbonate sheet shall be P!Q resistant and shallbe of CAH%O?A# ma5e or e9uivalent as approved b-%ailwa-s+Side laps and end laps shall be as per manufacturersspecification+ oints with metal sheets shall be sealedwith *ut-l!based adhesive+ he edges shall be sealed

with silicone sealant as per manufacturersspecification and then covered with but-l!basedadhesive tapes+ontractors 9uoted rates for sheeting wor5 shallinclude all materials tools plants all accessoriesincluding fasteners adhesives sealants tapes etc+and labour all temporar- wor5s complete to there9uirement of these specifications and instructions +4or5 shall be measured and paid for on the actual netarea of clear opening excluding all overlaps at sidesand ends+

s9m ,22 ".22 ,22222

." Suppl-ing and fixing 8 weld mesh of " mm diahaving . mm x . mm s9uare mesh belowpol-carbonate sheet+ he 8 weld mesh shall bewelded to the angle frame+ he angle shall be paidseparatel- through relevant item under Sch A+

s9m "22 ,22 102222

., Suppl-ing gantr- rail of section %122 and %2 asper S :",,"!1'2+

C ,.222 10 32222




.. $xtra rate over rate of tem 1 and , under Sch+ A forC"2 grade <eat resistant concrete using basalt sandand 2 mm down graded basalt stone aggregates atbasement of melt shop and at other shops towithstand a temperature of 322V +Cix design shall besubmitted b- the contactor and approved b- $ngineer!in!charge+he concrete should satisf- the specification

S : ,.0!222+ ement and steel reinforcement shallbe paid separatel- through relevant relevant item ofSch 1 and Sch +

cum 1222 "222 "222222

.0 Suppl- and installation of 4ind driven turbineventilators with F%6 base to match profile of

Aluminium roofing sheet of SQS ma5e or similar ofthroat/elbow diameter ,I to be fixed on the roof of thesheds +nstallation shall be done in such a manner thatthe roof remains water tight and lea5 proof+

#os+ 1",2 22 123"0222

.3 6roviding K Fixing ight!ell <one-combransluscent 6ol-carbonate =a-light 6anel S-stem

with patented standing seam (1.mm upstandsprotruded '2 degree to the panel face)with snap!onand interloc5ing dr- gla;ed panels fastened withstainless steel concealed retention clips Aluminium P6rofile for ends and apping at the edges +olour :ice(antiglare!softie) ?ight transmission – minm+ 02NCinm+ 6anel thic5ness – 1 mm (shouldbe a singlepanel) approved ma5e : =anpalon or similar+

s9m "22 1222 "22222

.' 6roviding and la-ing water proofing treatment inbasement on both hori;ontal and vertical surface at alllevels with loosel- laid 6ol- Qin-le hloride (6Q!p)membrane b- mechanicall- fastened method of Si5andia 6vt ?td or e9uivalent brand approved b-$ngineer!in!charge consisting of following operations+

s9m

1.22 12222 1.222222

6roviding and appl-ing two la-ers (one over 6 andanother over the 6Q membrane) of pol-ster basedgeo!textile protection fleece Si5a!Sarnafelt "22 orsimilar having the following parameters as per 8*standard (8*//1"301 8*//1"30 and 8*/"'") :Cass per unit area ! "22 gm/s9m hic5ness ! +, mm

6roviding and appl-ing 1+. mm thic5 twin colour heatweldable flexible non reinforced root and microorganism resistant thermoplastic s-nthetic waterproofing membrane made of virgin plastici;ed 6ol-Qin-l hloride (6Q!p) Si5aplan 46 1122!1.<?

formerl- 5nown as Si5aplan '+0 or similar conformingto =# 103"2/=# 10'" with complete la-ing b-loosel- laid mechanical fastened method as permanufacturerEs method statement includingoverlapping seam welding detailing fastenerswasher 6Q roundelles surface water bars etc+

?a-ing of pol-eth-lene(<=6$) sheet (2+" mm) asseparation/gliding la-er on geo!textile and overlappingthe <=6$ sheet for 122 mm with adhesive tape+




6roviding and appl-ing . mm screed (1 cement : sand : , graded 2 mm down stone aggregate) over<=6$ sheet+

Above water proofing wor5 shall be got done throughauthorised applicator of the manufacturer and strictl-as per written method statement submitted b- themanufacturer+ All weded seams shall be tested for the

water tightness+

02 Ne3 Ite/ : Suppl-ing erecting K la-ing in position1+22 mm thic5 (2 S48) 8alvani;ed orrugated(8)sheet with ;inc coating not less than 3. gm/m ofata Sha5tee ma5e or e9uivalent in roofing completeincluding cutting sheets as necessar- drilling holesfixing up with 8 or ? bolts( mm dia) 8 nutsrubber/bitumen washers(. mm dia) 8 limpetwashers 8 flat washers(. mm dia) burring of boltseffectivel- where re9uired housing the sheets wellinto the masonar- effectivel- where necessar-ma5ing the entire roofing and flashing water tight andlea5 proof+ he fasteners should be of good 9ualit- asper S : 3"2+ he end and side overlaps should be asper manufacturer&s specification+

s9m 3,0 ,"2 "32

01 Ne3 Ite/ : Suppl-ing erecting K la-ing in position2+2 mm thic5 ( gauge) 8alvani;ed orrugated(8)sheet with ;inc coating not less than 12 gm/m ofata Sha5tee ma5e or e9uivalent in roofing or wallingcomplete including cutting sheets as necessar-drilling holes fixing up with 8 or ? bolts( mm dia)8 nuts rubber washers(. mm dia) 8 limpetwashers 8 flat washers(. mm dia) burring of boltseffectivel- where re9uired housing the sheets wellinto the masonar- effectivel- where necessar-

ma5ing the entire roofing and flashing water tight andlea5 proof+ he fasteners should be of good 9ualit- asper S : 3"2+ he end and side overlaps should be asper manufacturer&s specification+

s9m . 12.2 0"3'22

0 Ne3 Ite/ :6roviding and fixing ridges or hips etc+ inre9uired girth in material in 6lain 8alvani;ed ironsheeting fixed with 8 or ? bolts and nuts ( mmdia) 8 limpet washers 8 flat washers(. mm dia)rubber/bitumen washers ( . mm dia) complete+

a 1+22 mm thic5 with ;inc coating not less than 3.gm/m

s9m 3,0 ,22 ',22

b 2+2 mm thic5 with ;inc coating not less than 12

gm/m

s9m . 22 113022

0" Ne3 Ite/ :Canufacturing suppl-ing fitting and fixingwind ties of CS flats ,2 mm x 0 mm withbolts/nuts/washers etc+ on roofing or walling sheets+he rate shall include cost of primer coat of read- mixUinc chromate conforming to S : 12, one coatfollowed b- Uinc chromate red oxide conforming toS : 23, one coat and painting with Aluminium paintsconforming to S :""' two coats+

Dtl+ .222 '+30 ,',"2




Tota" (S!edu"e #-II) 7%*55%8*966




NOTE

1+ ement and steel reinforcement shall be arranged b- contractor and shall be paid separatel-under relevant #S tem+

+ Specification for tem #o+ " ' 1 .' to 3" 3 to 1 1" to 130 12 to 11 1" to 10 1 to1 1, to 10 " and "2 to "1 shall be 64= Specifications 1''0 Qol+ to Q withup to date correction slips 1 to 1, K %evised 64= specifications 22 for mortar cement K%+




SCHEDULE &% ITEMS (CIVIL)

S" Ite/o

Desr+.t+o of t!e +te/ U+t Rate (Rs) ;uat+t, #/out (Rs)

1 Eart! 3or@

$arth wor5 in excavation and

filling including "2m lead and1+. m lift including dressing ofborrow pits spoil heaps ban5sand cuttings to finaldimensions+

1221 6reviousl- dug soil 12cum 1+,. 13,+22 32001+"2

122 ?oose/Soft soil 12 cum "+,. 1,1,+22 ,212.2+02

122" <ard/=ense soil+ 12 cum ""+. 13,'2+22 031"."0+.2

122 $xtra on items 122 to 122, forexcavating below subsoil waterlevel ( he rate includes the

cost of bailling out water withcontractorEs own e9uipmentand labour)+

12 cum 1'3+,2 "212+22 .',13,+22

122' $xtra for excavation infoundation of buildings andbridges and for side drains+

12 cum .+22 1'1,2+22 111212+22

1212 $R%A lifts be-ond first 1+.mfor ever- 1+.m or part thereof

1+. to "m 12cum "+02 .222+22 .'2222+22

" to ,+.m 12 cum "+02 1'12+22 ,.0,+22

,+. to 0m 12 cum "+02 ."2+22 10'0+22

0 to 3+.m 12 cum "+02 '+22 1+,2

1211 $R%A to be paid over initialrates of items 1221 to 1220 forleads be-ond first "2 m+ forever- "2 m+ or part thereofupto a total lead of "'2 m+

12 cum "+02 0222+22 1,1022+22

121 $R%A to be paid over initialrates of items 1221 to 1220 forlead upto 22 m+ if distanceexceeds "'2 m++

12 cum 1".+1. .222+22 03.3.2+22

121" $R%A to be paid over initialrates of items 1221 to 1220 forlead upto 1022 m if distance

exceeds 22 m+

12 cum 1"+"2 222+22 "00022+22

121, $R%A over initial rates ofitems 1221 to 1220 for lead ofever- additional 22 m or partthereof over 1022 m+

12 cum ,+0. 132+22 3.'13+22

121. $xtra for watering andramming in 1. cm+ ?a-ers+

12 cum +02 13.2+22 1,.12+22

17$*56$**56

% >"a+ ad Re+foredorete




.12'(a) 6roviding in situ cementconcrete or %++ 7ali 1::,including curing finishing etc+completed

.2mm thic5 s9m 0+'2 ,,2+22 10"0+22

,2 mm thic5 s9m 33+2 112+22 "2,'+22

.11" 6roviding cement concrete

flooring 1.2mm thic5 in roadwith graded stone aggregate 0to 1'mm si;e finished to truesurface including curing+

s9m 1,+'2 2+22 2+22

.11, 6roviding cement concreteflooring 122mm thic5 in roadwith graded stone aggregate 0to 1'mm si;e finished to truesurface including curing+

S9m 1"1+22 2+22 2+22

1*7$9%566

' &r+@ 3or@

0121(d)

*ric5 wor5 with well!burntbric5s in foundation and plinth

with cement and sand mortar+

um 113+2 1"30+22 10",,1+2

012(d)

b) *ric5 wor5 with well!burntbric5s in super structure inground floor with cement andsand mortar+

um 1.0+". 1'.+22 12'.3+.

012 $xtra for bric5 wor5 in buildingfor each additional floor above8+F+

um ,'+,2 12"2.+22 .2'203+22

012,c *ric5 wor5 with well!burntbric5s in half bric5 thic5 wall inground floor with cement andsand mortar+

S9m 1.+12 ,,02+22 32.10+22

012, $xtra for half bric5 thic5 wallsfor each addl+ floor above 8+F+

S9m ,+2 0"'2+22 "203+22

011"b =amp!proof course in cementconcrete (W::,) with 1'mmstone chips laid in situ with twocoats of bitumen including !For,2mm thic5+

S9m 3+2 .12+22 13+22

1'$'*9$986*

Aood Aor@

311, Suppl-ing and fixing single leafflush door shutters (8ee!=ooror similar ) complete includingsuppl-ing and fixing of fittings

bloc5s and cleats etc311, a) Single leaf both sidescommercial finish ".mm thic5(+S++ Dualit-) with iron fittings+

S9m "+32 0.2+22 .3,,2.+22

311, (b)Single leaf one side ea5finish One side ommercialfinish ommercial lipping".mm thic5(+S++ Dualit-) withiron fittings+

S9m 111+1. .+22 .2""+3.




311, $xtra for double leaf flush doorshutters over+

S9m +"3 10'+22 1,'",+."

311, $xtra for double leaf flush doorshutters over+

S9m 111+ 1.+22 1"'2+.2

5*'$9*95

* F"oor+4

112 6roviding +.cm thic5granolithic cement concreteflooring 1::, with graded stoneaggregate 0mm to 1"mm si;efinished to smooth surfaceincluding curing+

S9m .,+2 122+22 .,2+22

1"2 $xtra for providing and fixing,mm x .mm glass dividingstrips in 7oints of flooring+

metre ,+1. 1",,2+22 .3,.0+22

1"" c) 6roviding and fixing acidproof tiles complete+

S9m 2.+1. 1,12+22 11".01+.2

1$91*$%79*6

7 >o+t+4 ad >"aster+4

'12.a ement plaster 1"mm thic5including all chamfers arisesoffsets and 5eeping moist 1:"

s9m 0+2. 022.+22 033,"2+.

'12.b ement plaster 1"mm thic5including all chamfers arisesoffsets and 5eeping moist 1:,

s9m 0+"2 .2.'+22 1""2.1+32

'12.d ement plaster 1"mm thic5including all chambers arisesoffsets and 5eeping moist 1:0

s9m 0+2 0,"2+22 131"0,+22

'12' 6roviding rough cast cementplaster 1'mm thic5 on wall and% face with graded stonechips 0mm to1.mm si;e andcoarse sand for all heights

S9m ,+0. 3.2+22 1""33+.2

%$77*$7''*

9 A!+te ad Co"our Aas!+4

12123 =S$C6$%#8 two coat onnew wor5 with water bounddistemper ( *erger ore9uivalent) over one coatwhiting

122s9m 100,+2 ,1+22 ,2123+2

12112 =S$C6$%#8 two coat withoil bound washable distemper(Caxilite ( ) *erger ore9uivalent) over one coat ofprimer+

122s9m 0",+.2 102+22 ,1.2+22

12111 6A##8 4A??S with@Snowcem 6lus& or e9uivalentcement water proof paint onnew wor5+

One coat 122s9m 11.3+. 12"+22 11'1'0+3.

Additional coat 122s9m 33+3. 12"+22 '2,2+.

1$6'%$189%6




5 STEEL AORB

1121 6roviding and fixing in positionornamental C+S+ grils ofre9uired pattern with approvedmaterial for window ventilatorsand other opening inclusive ofbolting riveting welding

including suppl- of all materialswith two coats of paint ofapproved 9ualit- complete inall respect+

6er Hg+ ,1+.2 .2.+22 100.23+.2

%$177$*69*6

8 >#INTIN

1"12 6ainting iron wor5 other thanspecified in item 1"22" 1"22,K 1"22. of approved 9ualit-and shade 6riming coat+

a) One coat

i) 4ith priming coat (%ed lead) S9m 10+3. 132"2+22 ..+.2

(iii) 4ith s-nthetic enamel paint S9m 13+12 1122+22 "2'.12+22

b) For each additional coat

(ii) 4ith s-nthetic enamel paint+ S9m '+32 1.2+22 3"2..+22

1"12" 6ainting primar- coat on newwood wor5+

For white and ver- light shade S9m '+0. 0'0+22 0310+,2

1"12,b(ii)

6ainting wood wor5 alread-primed or cleaned – For twocoats with s-nthetics paint ofapproved 9ualit- and desiredshade+

s9m .+,2 3',+22 2103+02

58$961*6

16 Sa+tar, +sta""at+o

1.1, 6roviding and fixing plasticli9uid soap container with lidapproved 9ualit- with brac5etsfixed to wooden cleat with+6+brass s5rew+

$ach '2+3. '0+22 31+22

1.1". 6roviding and fixing 022mm R,.2mm mirror of superior glasscomplete with asbestose sheetbac5 ground fixed to woodencleat with +6+ brass screwincluding fixing cleat inmasonar- (ndian ma5e ofapproved 9ualit- with becellededges)+

(a) 022mm x ,.2mm thic5 si;e0mm thic5

$ach 3.+02 .+22 ",0+22

1.1.2 6roviding and fixing steel5itchen sin5 1 mm thic5(012x,02) with %S Or brac5ets painted and 8 wastenecesser- union completeincluding cutting and ma5inggood Jthe walls etc+

$ach 10+22 +22 1,',,+22

9$65%66




11 >+.e L+e

1012, 6roviding la-ing and 7ointing 8++ pipes complete withfitting and approved standardclamps for internal wor5s(inside the building) includingcutting and threading pipes

where necessar- and cuttingthrough and ma5ing goodwalls floors etc+

a) 1.mm dia metre 0.+,2 ".3+22 "",3+2

b) 2mm dia metre 3,+.. 10,+22 10+2

c).mm dia metre 122+32 112+22 11233+22

c),2mm dia metre 1",+". 2+22 03+22

10223

6roviding fitting and fixing gunmetal wheel valve or plugcoc5s+

a) 1.mm+dia $ach +02 1+22 ,20+2

b) 2mm+ dia $ach +02 12+22 0+22

c) .mm dia $ach .+02 1+22 .+02

d) ,2mm+ =ia $ach '+'2 ,+22 1..+2

e) .2mm+ =ia $ach ".+. 12+22 ".+.2

f) 2mm =ia $ach ,,+2 12+22 ,,+22

10112 Suppl-ing and la-ing and 7ointing 122mm dia salt gla;edfire cla- pipe complete with

7oints tightl- pac5ed withgas5et of tarred hemp or spun-arn and neatl- finished with aground of cement mortar 1:1mix including testing of 7oints

metre .'+". ,+22 ,'+32

1013

6roviding and fixing plain +

plain soil bends of re9uireddegree including ma5ing 7ointsair and water tight with spun-ard and lead+

a) 122mm $ach ,.+3. 3+22 130',+22

$xtraover

1013

$xtra for providing access doorto plain bends branches etc+ $ach 10+22

,+22 ",+22

101 6roviding and fixing plain +plain cowel including ma5ing

7oints+

a) 122mm $ach 12"+"2 1+22 1"'+02

101, 6roviding and fixing pipes

including ma5ing 7oints air andwater tight with spun -arn andlead+

a) 122mm dia+ 6er+m 0"+'2 112+22 ',21+2

101.

6roviding and fixing plain +single branches of re9uireddegree including ma5ing 7ointsair and water tight with spun-ard and lead

a) e9ual branch 122mm dia $ach "'1+.. 02+22 ",'"+22




$xtraover

101.

$xtra for providing access doorto plain bends branches etc+ $ach 10+22

+22 1"1+22

1010

6roviding and fixing plain +soil double branches ofre9uired degree with accessdoor including ma5ing 7oints air

and water tight with spun -ardand lead

a) e9ual branch 122mm dia $ach ."'+. "+22 1013+3.

1012" 6roviding la-ing and 7ointing8++ pipes complete with fittingand approved standard clampsfor external wor5s (outside thebuilding) including cutting andthreading pipes wherenecessar- excavation andrefilling of trenches up to 12cm depth and testing of 7oints+

a) 1.mm dia nominal bore metre .3+2 1+22 ,01+2 b) 2mm dia nominal bore metre 00+'. 1"1+22 332+,.

c) .mm dia nominal bore metre '1+3. 22+22 1".2+22

d) ,2mm dia nominal bore metre 10+2 11.+22 1,.+22

(e) .2mm dia nominal bore metre 10'+0. .+22 ,,1+.

(f)0.mm dia nominal bore metre 1'0+. 1"+22 ..'+2.

(g) 2mm dia nominal bore metre 0"+2 .2+22 0.'.2+22

10120 6roviding fitting and fixing gunmetal wheel valve or plugcoc5s+

a)1.mm dia $ach 1"+02 0,+22 ,0+,2

b) 2mm dia $ach 10"+,2 02+22 '2,+22

c) .mm dia $ach .'+'2 1,+22 "0"+02 d),2mm dia $ach ,,'+22 3+22 "1,"+22

(e) .2mm dia $ach 320+. ,+22 3+,2

101"1 6roviding and fixing rotationalmouled pol-thene (with singlewall) over head water storagetan5 of standard ma5e vi;GS#$RI GFPSO#I or similar!vertical with closed topcomplete+

a) .22 litres net capacit- $ach 1,3+22 "+22 0,,1+22

b)3 .2 litres net capacit- $ach "2+.2 1+22 "2+.2

c) 1222 litres net capacit- $ach ,',+22 3+22 "22.+22

d) .22 litres net capacit- $ach 123".+22 +22 1,32+22

e) .222 litres net capacit- $ach 1,32+22 '+22 1'""2+22

98$176

D+s/at"+4

122" =ismantling %++ cum 1+'. 2+22 1.110+22

6$%98$18*15

NOTE




1+ ement and reinforcement steel will be arranged b- contactor and shall be paid separatel- underrelevant #+S item+

+ An- items of #orth $astern %ailwa-&s Schedule of %ates (SO%) 1'' not included in Schedule *1can be executed under this schedule+

"+ Above items of #$% SO% should be read with the L8!1'''L and LStandard Specification of #$%1'1 $ditionL+ #o pa-ment shall be made in respect of additional items the execution of which arenot separatel- pa-able according to the L8!1'''L and LStandard SpecificationL+

,+ *asic cost of this Schedule has been wor5ed out on the basis of rates given in #$% SO% 1''provided for S$$ =ivision without an- escalation+

.+ All water to be used in the wor5 shall be of appropriate 9ualit- and shall be arranged b- theontractor at the site of re9uirement at his own cost %ailwa- shall not suppl- it+

0+ he %ailwa- shall not suppl- an- e9uipments tools and plants+




SCHEDULE &% ITEMS (CIVIL)

S"No

Desr+.t+o of t!e +te/ Rate (0 aboe2be"o32at .ar)

I f+4ures I 3ords

1 Overall percentage increase/decrease overthe rate under Sonpur =ivision of #$%ailwa- $ngineering =eptt+ SO% 1'' ofitems not included in Schedule *1+(Approx+ *asic ost : %s+ 222222/!(%upees twent- la5h onl-)

NOTE

1+ ement and reinforcement steel will be arranged b- contactor and shall be paid separatel- underrelevant #+S item+

+ An- items of #orth $astern %ailwa-&s Schedule of %ates (SO%) 1'' not included in Schedule *1

can be executed under this schedule+"+ Above items of #$% SO% should be read with the L8!1'''L and LStandard Specification of #$%

1'1 $ditionL+ #o pa-ment shall be made in respect of additional items the execution of which arenot separatel- pa-able according to the L8!1'''L and LStandard SpecificationL+

,+ *asic cost of this Schedule has been wor5ed out on the basis of rates given in #$% SO% 1''provided for S$$ =ivision without an- escalation+

.+ All water to be used in the wor5 shall be of appropriate 9ualit- and shall be arranged b- theontractor at the site of re9uirement at his own cost %ailwa- shall not suppl- it+

0+ he %ailwa- shall not suppl- an- e9uipments tools and plants+




SCHEDULE C1 ITEMS (CIVIL)

Ite/No

Desr+.t+o U+t Rate Tota";t,

#/out

1 Suppl- of cement to site of wor5 to the extentre9uired b- the %ailwa- for use in the wor5+ he

rate shall include all costs of transportationstorage etc+ and all taxes and other incidentalcharges+

(a) ement 6o;;olana 6ortland conforming to S:1,' !1''1

C .1,2 ,2222 2.022222+22

(b) $xtra rate for using O6 conforming to S: 0'(8rade "")/S: 11 (8rade ,") /S: 10'(8rade .") over item 1(a) above+

C 12N ofrate of

item 1(a)+

12222 .1,2222+22

#ote: his item will be operated for specific itemsof wor5 to be got approved before execution+

%16$96$66666

NOTE

1 T!e rate + ter/s of .ereta4e aboe2be"o32at .ar s!a"" be a.."+ab"e to +te/ 1(a) o", Etrarate for O>C s!a"" be 160 of t!e rate of >>C after a..",+4 .ereta4e aboe2be"o32at .ar asae.ted at a3ard of 3or@

+ Caterials as per re9uirements shall be brought to site and 5ept under contractor&s custod- at theirown cost and ris5 without an- damage li5e setting of cement etc+

"+ 6a-ment of the materials will be made through running and final bills as per actual consumption inthe wor5 and whatever wastage that ma- ta5e place and empt- bags etc+ will be contractor&spropert- and the same will be removed from site at his own cost+ #o pa-ment is to be made for thematerials stored at site b- the contractor+ he cement supplied should be fresh+

,+ he materials are to be procured from the main producers/ authori;ed stoc5-ards and shall conformto latest S (*S) specifications+

.+ he cement bags preferabl- in paper bags should bear following information in legible mar5ing :(i) Canufacturer&s name+(ii) %egistered rade mar5 of Canufacturers if an-+(iii) -pe of cement+(iv) 4eight of each bag in Hg+ or #o+ of bags/ones+(v) =ate of manufacture (8enerall- mar5ed as wee5 and month of -ear of

manufacture+)(vi) t will bear S certification mar5+

0+ Canufacturer&s test certificate conforming to latest S (*S) specification should also be produce b-ontractor dul- authenticated b- the 8a;etted officer of the $ngineering =epartment+




SCHEDULE C% ITEMS (CIVIL) :REVISION-1

Ite/No

Desr+.t+o U+t Rate ;t, #/out

1 Suppl- of reinforcement steel (thermomechanicall- treated bars/cold twistedbars) of an- diameter as mentioned indrawings conforming to S : 130 at siteof wor5 for % wor5+ he rate includeslifting loading unloading storage etc+and all taxes and other incidentalcharges

C ".222+22 3,2 .'322222+22

Tota" %*8$966$66666

NOTE

1+ Caterials as per re9uirements shall be brought to site and 5ept under contractor/&s

custod- at his/their own cost and ris5 without an- damage li5e rusting of steel etc++ 6a-ment of the materials will be made through running and final bills as per actual

consumption in the wor5 and whatever wastage such as cut pieces etc+ that ta5es place will be contractor&s propert- and the same will be removed from site at his/their own

cost+"+ he materials are to be procured from the main producers/authori;ed stoc5-ards and

shall conform to latest S (*S) specifications+ he reinforcement steel to be supplied from the ma5e of SA?/AA S$$?/%#? should be free from dirt grease or corrosion+ he

contractor shall arrange testing of the 9ualit- of steel as per relevant S ode at his own expenses or as per instruction of the %ailwa-&s representative+

,+ Canufacturer&s test certificate conforming to latest S (*S) specification should also be

produced b- ontractor dul- authenticated b- the 8a;etted officer of the $ngineering =epartment+

#ddedu/ u/ Corr+4edu/ to S!edu"e #1 ad #% (Re-1)

S!edu"e #1 Ite/s

Ite/

#dd+t+o2De"et+o2Mod+f+at+o + Ite/Desr+.t+o

U+t Rate ;uat+t,

O"d Ne3 O"d Ne3, he last line – Gn case of purlins in place of above

two finishing coats two coats of Aluminium paintconforming to S :""' to be appliedI should bereplaced with the following :Gn case of purlins in place of above two finishingcoats two coats of Aluminium paint – ,+" Hg paste=F – "2 micron (each coat) conforming to S :""'to be appliedI

s9m #o hange #o hange


BOQ Civil for CWP,Bela-Dnld

Documents

Transcript of BOQ Civil for CWP,Bela-Dnld