Civil BOQ, (G+2), Ambedkar Nagar.xlsx

314 Pages·2013·3.8 MB·English

BILL OF QUANTITY
Date of Calling Tender :- 16-02-2013 Date of Receiving Tender :- 12-03-2013
Name of Work :- Construction of 100 Bedded Maternity Wing (MCH Wing) in
District Hospital.
( Civil, Water Supply & Sanitary and Electrical Works)
PACKAGE NO. 1
Part - I District Ambedkar Nagar
Part - II District Azamgarh(ATU)
Part - III District Mau
Part - IV District Ballia
Part - V District Ghazipur
Part - VI District Chandauli
BILL OF QUANTITY
Name of Work :- Construction of 100 Bedded Maternity Wing (MCH Wing) in
District Hospital
( Civil, Water Supply & Sanitary and Electrical Works)
PACKAGE NO. 1
Part - I District Ambedkar Nagar
U.P. Rajkiya Nirman Nigam Ltd.
Name of Work :- Construction of 100 Bedded Maternity Wing (MCH Wing) Civil Work at Distt.
Ambedkar Nagar
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
1 Excavationinfoundationinordinarysoil(lomaclayorsand ) Cum 2560.00 70.00 179,200.00
includingliftupto1.5mandleadupto30m .Andincluding
fillingwateringandrammingofexcavatedearthintospace
between the building and the sides of the foundation trenches or
intoplinthandremovalanddisposalofsurplusearthasdirected
byEngineerinchargeuptoadistanceof30m.fromthe
foundationtrenchesincludingallT&Pphowarahandbasket
etc. complete.
2 Fillingavailableexcavatedearth(excludingrock)intrenches, Cum 2560.00 40.00 102,400.00
plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin
depth,consolidatingeachdepositedlayerbyrammingand
watering, lead up to 50 m and lift upto 1.5 m.
3 Providing and laying cement concrete in 1:4:8 with 40 mm Cum 450.00 4,480.00 2,016,000.00
gradedstoneballast approvedcoarsesandandcement,
curingcompleteincludingofcostofformworkinfoundation
and floors-completion of the work as per direction of the E / I.
4 Class 150 brick work in 1:6 Cement and fine sand in FM 1.25 Cum 255.00 3,700.00 943,500.00
mortar in foundation and plinth including supply ofall
materials, labour and T & P etc. required for proper
completion of the work as per direction of E / I.
5 Class150brickworkinsuperstructurewith1:6cementfines Cum 850.00 4,000.00 3,400,000.00
andmortars(FMnotlessthan1.25)includingnecessarycutting
andmouldingofbricksrequiredandalsoincludinghoneycomb
brickworkthicknessofwallsforonebrickwall.Thecostof
includingallmaterials,labour,T&Pandscafoldingetc.
complete.
6 Class150brickworkinsuperstructureinhalfbrickwallwith Cum 741.71 4,370.00 3,241,272.70
1:4cementcoarsesandmortarincludingnecessarycuttingand
moulding.Thecostofincludingallmaterials,labour,T& P
and scafolding etc. complete.
7 Providingandlayinginpositionmachinebatchedandmachine
mixeddesignmixM-25gradecementconcreteforreinforced
cementconcretework,usingcementcontentasperapproved
designmix,includingpumpingofconcretetositeoflayingbut
excludingthecostofcentering,shuttering,finishingand
reinforcement, including admixtures in recommended
proportionsasperIS:9103toaccelerate,retardsettingof
concrete,improveworkabilitywithoutimpairingstrengthand
durability as per direction of Engineer-in-charge.
(Note:-Cementcontentconsideredinthisitemis@330
kg/cum.Excess/lesscementusedasperdesignmixis
payable/recoverable separately).
All works upto plinth level Cum 683.65 5,242.15 3,583,795.85
All works above plinth level upto floor V level Cum 2250.00 5,781.50 13,008,375.00
8 SupplyingandfillinginplinthwithLocalsandunderfloors, Cum 252.74 749.30 189,378.08
including watering, ramming, consolidating and dressing
complete.
Page 1
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
9 Providing and injecting chemical emulsion for PRE- sqm 2197.34 120.00 263,680.80
CONSTRUCTIONALAntitermitetreatmen tandcreating a
chemicalbarrier underandaroundthecolumnspits,wall
trenchesbasementexcavationstopsurfacesofnplinthsfilling
junctionsofwallsandfloorsalongtheexternalperimeterof
building,expansionjointssurroundingsofpipesandconduits
etc.completeplinthareaofthebuildingatgroundflooronly
shallbemeasuredasperIS6313(part-II)Aldrine
emulsifisbleconcentrateoranyotherapprovedmaterialsuchas
chloropyriphosorHeptrachlororchlordancewillbeused.The
ratesofapplicationofchemicalsemulsionshallbeasfollows:
asperIS6313partIIIasamendedfromtimetotimeand
creatingacontinuouschemicalbarrierunderandaroundthe
columnpits,walltrenches,basementexcavation,topsurfaceof
plinthfilling,junctionofwallandflooralongtheexternal
perimeterofbuildingexpansionjoints,overthetopsurfaceof
consolidatedearthofwhichaprochistobelaidsurroundinF.
Washing of bore hole
1. Treatment for masonary & foundation 5 Liters per sqm.
2.Backfillinimmediatecontactwithfoundation7.5LTRper
sqm.
3. Treatment of top surface of plinth filling 5 Ltrs. Per sq.
4.Treatmentforjuncttionsofwallsandthefloors7.5ltrsper
Sq.m.
5.TreatmentfosoilalongExterbnalperimeterofbuilding7.5
liters per sqm.
6.TreatmentofsoilunderApronalongexternalperimeter 5
Liters per SqM.
10 Providingandlayingdamp-proofcourse40mmthickwith Sqm 161.40 207.55 33,498.57
cementconcrete1:2:4(1cement:2coarsesand:4graded
stone aggregate 12.5 mm nominal size).
11 Extraforprovidingandmixingwaterproofingmaterialin Kg 45.96 35.25 1,620.09
cementconcreteworkindosesbyweightofcementasper
manufacturer's specification.
12 ApplyingacoatofresidualpetroleumbitumenofgradeofVG- sqm 161.40 96.65 15,599.31
10ofapprovedqualityusing1.7kgpersquaremetreondamp
proofcourseaftercleaningthesurfacewithbrushesandfinally
with a piece of cloth lightly soaked in kerosene oil.
13 Providing,hoistingandfixinguptofloorfivelevelprecast Cum 13.88 6,754.00 93,745.52
reinforcedcementconcreteinlintels,beamsandbressumers,
includingsettingincementmortar1:3(1cement:3coarse
sand),costofrequiredcenteringandshutteringbutexcluding
thecostofreinforcement,with1:2:4(1cement:2coarsesand :
4 graded stone aggregate 20 mm nominal size).
14 Mildsteelorironinplanworksuchasreinforcedconcreteor Qt 5098.62 6,200.00 31,611,444.00
reinforcedbrick(whennotincludedinoverallrates)broughtto
requireshapeasnecessaryandalsoincludingbeingforproper
completionofworkandincludingsupplyofallsteeland
wastage & over lapping & hooks.
Plaster
15 15mmthickplasterwithcementmortarinproportionof1:6 sqm 10264.00 130.20 1,336,372.80
cement & fine sand of not less than 1.25 F.M. for all floors.
Page 2
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
16 6mmCeilingplastercement&FinesandinF.Mnotlessthan sqm 6500.00 114.50 744,250.00
1.25,1:3includingchipingofRCCsurfacebeforeceiling
plaster.Thecostofincludingallmaterials,labour,T&Pand
scafolding etc. complete.
17 Providing&fixingVitrifiedTiles600x600mm(RSeries)Double sqm 4473.29 1,825.00 8,163,754.25
ChargedMattFinish(asthecasemaybe)(PremiumQuality)of
approvedcolour &shadelaidover20mmthickCementmortar1:4
(1Cement:4CoarseSand)jointedandpointedinwhitecement
mixed with colour to match the colour & shade of the
tiles.Vitrified/Rectified. The vitrified tile shall be 10 mm thickand water
absorptionlessthan0.4%(ISO10545/3)andconformingtoIS:15622
with braking strength of min 2300N and bulk density Gm/cm3 of 2.32
18 Providing&fixingVitrifiedTiles600x600mm(RSeries)Double sqm 5397.51 1,825.00 9,850,455.75
ChargedglazedVitrified(PremiumQuality)ofapprovedcolour &
shadelaidover20mmthickCementmortar1:4(1Cement:4Coarse
Sand)jointedandpointedinwhitecementmixedwithcolourto
matchthecolour&shadeofthetiles.Thevitrifiedtileshallbe10mm
thickandwaterabsorptionlessthan0.4%(ISO10545/3)and
conformingtoIS:15622withbrakingstrengthofmin2300Nandbulk
density Gm/cm3 of 2.32
19 ProvidingandfixingIstqualityceramicglazedwalltiles sqm 1032.00 724.25 747,426.00
conformingtoIS:15622(thicknesstobespecifiedbythe
manufacturer),ofapprovedmake,inallcolours,shadesexcept
burgundy,bottlegreen,blackofanysizeasapprovedby
Engineer-in-Charge,inskirting,risersofstepsanddados,over
12mmthickbedofcementmortar1:3(1cement :3coarse
sand)[email protected],
includingpointinginwhitecementmixedwithpigmentof
matching shade complete.
20 Providing and laying Ceramic glazed floor tiles of size 300x300 sqm 180.00 764.55 137,619.00
mm(thicknesstobespecifiedbythemanufacturer)of1st
qualityconformingtoIS :15622ofapprovedmakeincolours
suchasWhite,Ivory,Grey,FumeRedBrown,laidon20mm
thickcementmortar1:4(1Cement:4Coarsesand),including
pointingthejointswithwhitecementandmatchingpigment
etc., complete.
21 Kotastoneslabflooringover20mm(average)thickbase
laidoverandjointedwithgreycementslurrymixedwith
pigmenttomatchtheshadeoftheslab,includingrubbing
andpolishingcompletewithbaseofcementmortar1: 4
(1 cement : 4 coarse sand) :
25 mm thick sqm 350.00 945.70 330,995.00
22 Granite stoneslab18mmthick,mirror polishedquarter sqm 450.00 3,083.40 1,387,530.00
roundedwithAntiSkidLinesintreadsofstaircasefulllength
flooringover 20mm(average)thickbaselaidoverand
jointedwithcementslurrymixedwithpigmenttomatchthe
shadeofslabincludingrubbingandpolishingcomplete
with base of cement mortar 1 : 4 ( 1 cement : 4 Coarse sand )
23 Makingofedgemouldingworkgranitestoneincludingcutting Rm 200.00 178.65 35,730.00
polishing etc. complete.
24 Providingandapplyingwhitecementbasedputtyofaverage sqm 9843.80 76.00 748,128.80
thickness1mm,ofapprovedbrandandmanufacturer,overthe
plasteredwallsurfacetopreparethesurfaceevenandsmooth
complete. Page 3
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
25 Distempering with oil bound washable distemper of sqm 9343.80 66.00 616,690.80
approvedbrandandmanufacturerindesiredshadetogive
anevenshadecompleteonnewwork(two+onemore
coats ) over and including priming coat.
26 Paintingorvarnishingonironworkinsmallareasornew sqm 500.00 50.60 25,300.00
woodworkwithonecoatofreadymixedprimingpaint &
onecoatofapprovedsuperiorqualityreadymixedpaintof
clearsyntheticvarnishincludingsupplyofallmaterials,
labourandT&Petc.requiredforpropercompletionof
work.PainttobeusedshouldconfirmtotheI.S.I.No.103
1950
27 sameasitemabovebutforeverycoatafterfirstcoat sqm 500.00 24.00 12,000.00
painted
28 Providing&layingone coatofacrylic primer&wallsealer inthe sqm 500.00 350.00 175,000.00
ratioof1:1+Repaircheck with Putty+primeronthe repaired
surface+one coatofTexture(Duracoat)+ Two topcoat of Pure
acrylicEmulsion with aunique propertyof dustpickupresistant (
Ultrasheild-tinted), applied with roller&brush.(Ultrat-techtexture
or equivalent )
29 Providing and fixing extruded vitrified clay tiles made from special sqm 1500.00 1,250.00 1,875,000.00
extrusion and process having 10 mm. wide dovetailed grooves at the
rear part of the tiles . the tiles would be made from special vitrified
clay and firing temperature would be more than 1100 degree
celcius. The dimension of the tile should be 9” x 3” and the thickness
of the tile should be 12- 15 mm. allowing variance of +/- 2.5 mm. .
the tiles top surface should be coated with silicone and surface
water absorption should not exceed 1% and be immersion method it
should be less than 6 % . the compressive strength of this product
should be eq. to around 70 N / sq. mm. The tiles should be fixed on
surface having rough plaster of cement mortar in 1: 3 ratio ( 1
cement : 3 coarse sand) and the fixing agent should be branded tile
adhesive and the tiles should be fixed as per manufacturer’s laying
instructions. Eq. companies = Unistone / duracrete/ vastcrete/ wogi
ceramics.
Page 4
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
30 Providingandlayingintegralcementbasedwaterproofingtreatment sqm 2500.00 786.70 1,966,750.00
includingpreparationofsurfaceasrequiredfortreatmentofroofs,
balconies,terracesetcconsistingoffollowingoperations:a)Applying a
slurrycoatofneatcementusing2.75kg/sqmofcementadmixedwithwater
proofingcompoundconformingtoIS.2645andapprovedbyEngineer-in-
chargeovertheRCCslabincludingadjoiningwallsupto300mmheight
includingcleaningthesurfacebeforetreatment.b)Layingbrickbatswith
mortarusingbrokenbricks/brickbats25mmto115mmsizewith50%of
cementmortar1:5(1cement:5coarsesand)admixedwithwaterproofing
compoundconformingtoIS:2645andapprovedbyEngineer-in-charge
over20mmthicklayerofcementmortarofmix1:5(1cement:5coarse
sand)admixedwithwaterproofingcompoundconformingtoIS:2645and
approvedbyEngineer-in-chargetorequiredslopeandtreatingsimilarlythe
adjoiningwallsupto300mmheightincludingroundingofjunctionsof
wallsandslabsc)Aftertwodaysofpropercuringapplyingasecondcoatof
cementslurryusing2.75kg/sqmofcementadmixedwithwaterproofing
compoundconformingtoIS:2645andapprovedbyEngineer-in-charge.d)
Finishingthesurfacewith20mmthickjointlesscementmortarofmix1:4
(1cement:4coarsesand)admixedwithwaterproofingcompound
conformingtoIS:2645andapprovedbyEngineer-in-chargeincluding
layingglassfibreclothofapprovedqualityintoplayerofplasterandfinally
finishingthesurfacewithtrowelwithneatcementslurryandmaking
patternof300x300mmsquare3mmdeep.e)Thewholeterracesofinished
shallbefloodedwithwaterforaminimumperiodoftwoweeksforcuring
andforfinaltest.Allaboveoperationstobedoneinorderandasdirected
and specified by the Engineer-in-Charge.
Withaveragethicknessof120mmandminimumthicknessatkhurraas65
mm.
31 SupplyandFillingofCinderforSunkenPortionofToilets Cum 200.00 1,000.00 200,000.00
and Kitchen as per directions of Engineer-in-charge
32 Providingandfixingonwallface150mmdiaunplasticised RM 200.80 236.50 47,489.20
rigidPVCrainwaterpipeconformingtoIS:13592Type A
jointingwithsealringconformingtoIS :5382leaving10mm
gapforthermalexpansion, singlesocketpipescompletewith
costofBends,TEE,shoesclampsetccomplete including
making good the walls
33 Stainlesssteelrailingmadewith304gradestainlesssteelas kg 7500.75 558.00 4,185,418.50
perdesignforstaircase,balcony,rampetcofrequiredpattern
in allcomplete includingcutting,bending,weldingand
grinding,andfixingatsiteincludingmakingholescomplete
including cost of dash fastners
34 Makingplinthprotection50mmthickofcementconcrete sqm 251.26 338.75 85,114.33
1:3:6(1cement:3coarsesand:6gradedstoneaggregate20
mmnominalsize)over75mmbedofdrybrickballast40mm
nominalsizewellrammedandconsolidatedandgroutedwith
fine sand including finishing the top smooth .
35 Providingandfixinginpositioncopperplateasperdesignfor Kg 468.00 322.15 150,766.20
expansion joint
36 Providingandfixinginpositionblownbitumeninexpansion sqcm 93.60 522.65 48,920.04
joint
37 Providingandfixinginposition 12mmthick bitumen sqm 38.92 430.30 16,747.28
impreganatedfibreboardconformingtoIS:1838including
costofprimerand sealingcompoundinexpansionjoints
complete work .
Page 5
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
38 ProvidingandfixingAluminiumsheet150mmwideand3.15 RM 162.84 312.35 50,863.07
mmthickesscoveringoverexpansionjointswithironscrewsas
perdesigntomatchthecolour/shadeofwalltreatmentor
floor
39 Steelworkinbuiltuptubular(round,squareor kg 5500.00 97.30 535,150.00
rectangularhollowtubesetc.)trussesetc.,including
cutting,hoisting,fixinginpositionandapplyingapriming
coatofapprovedsteelprimer,includingweldingand
boltedwithspecialshapedwashersetc.complete.Hot
finished welded type tubes
40 ProvidingPolycarbonatesheetvroofingwith10mmthick sqm 250.00 4,000.00 1,000,000.00
multicellheatstopperpolycarbonatesheet1000mmwidefree
length resting on aluminium purlins sections through
aluminiumcleatat1000mmc/c&cappedwithpolycarbonate
connectorscompleteasperarchitectsdrawing.asperpattern
complete including fixing at site.
41 40mmthickplaincementconcretefloorwithcement,aproved sqm 110.22 265.00 29,208.30
coarsesand&2.0cmgradedaprovedstonelaidinpaneal
finishedwith 3mmflotingcoatofneatcementorcement &
marbel dust in 5:1 as specified.
42 20 mm cement plaster in two course under layer 15 mm thick Sqm 70.00 258.20 18,074.00
cementplaster1:3cementcoursesand(1cement:3course
sand) finish with a top layer 6 mm thick neat cement finished.
43 Providingandfixing3.5mmthickthermocoleonsidesof Sqm 31.89 500.00 15,945.00
RCC of water tank including cost of all materials complete
44 Providingandfixingglassstripsofsize35 x 4mmsizein Rm 220.45 7.70 1,697.47
cement floor
45 Providing&FixingofArmstrongMineralFibreAcousticalSuspended sqm 310.00 1,450.00 449,500.00
CeilingSystemwithBIOGUARDISO5(CLASS100)(MICRO
LOOK) EDGE TILES WITH ARMSTRONG SILHOUETTE
EXPOSED GRID.
ThetilesshouldhaveHumidityResistance(RH)of95%,NRC0.15,
LightReflectance>90%,ThermalConductivityk=0.052-0.057w/m
K,ColourWhite,FirePerformanceA2-s1.d0inmodulesizeof600X
600X15mmwithAnti-Bacterialcoating,adheringtoCleanroom
requirementofClass100asperUSFedStandard209Eand
washabilityrequirementof500washcyclesasperASTM4828and
suitableforGreenBuildingapplication,withRecycledcontentof
24%.
ThetileshallbelaidonArmstrongSilhouetteprofilegridsystemwith
15mm white flanges incorporating a 6mm central reveal in
white/blackcolourandwithawebheightof45mmandaload
carryingcapacityofminimum15.68Kgs/M2. Silhouette,Main
Runners &CrossTeestohavemitredends&“birdsmouth”notches
toprovidemitredcruciformjunctions.TheTSectionshave a
Galvanizingof90gramsperM2&passedthrough500hrsofSalt
test.
TheTile&Gridsystemusedtogethershouldcarrya15year
warrantee.
Page 6
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
46 Providing&FixingofArmstrongOrcalG.I.Lay-InPlainCeiling sqm 1,240.00 1,560.00 1,934,400.00
Systemconsistingof600x600mmLayintilesofprecoatedGIin
0.5mmthicknessinwhitecolourtobelaidonArmstrongsteelangle
systemswith15mmwideT-sectionflangescolourwhitehaving
rotarystitchingontheMainRunner,1200mm&600mmCross
Tees.
ThetilesshouldhaveHumidityResistance(RH)of100%,Fire
PerformanceA2-s1.d0inmodulesizeof600X600mm,suitablefor
Green Building application, with Recycled content of 50%.
Thesteelangleshouldbeof“Armstrong”makeSelect32Black
Revealwith15mmwideT-sectionflangescolourwhitewithblack
groovehavingrotarystitchingonallTsectionsi.e.theMainRunner,
1200mm&600mmCrossTees.TheTSectionshaveaGalvanizing
of 90 grams per M2 & passed through 500 hrs of Salt test.
TheTile&Steelanglesystemusedtogethershouldcarrya15year
warrantee.
47 Providingandfixing7.5mmAnodisedAluminiumgrillofapproved sqm 450.00 1,927.00 867,150.00
pattern(Pabtype)shadeandedourwithnecessaryscrewetc.
complete)
48 Centeringandshutteringincludingstrutting,proppingetc.and
removal of form for :
Foundations, footings, bases of columns, etc. for mass sqm 1000.00 166.90 166,900.00
concrete
Suspended floors roofs, landings, balconies and access platform sqm 6400.00 311.00 1,990,400.00
Lintels, beams, plinth beams, girders, bressumers and sqm 5156.00 262.25 1,352,161.00
cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts sqm 3000.00 365.60 1,096,800.00
49 Supplying and fixing rolling shutters of approved make, made
ofrequiredsizeM.S.laths,interlockedtogetherthroughtheir
entirelengthandjointedtogetherattheendbyendlocks,
mountedonspeciallydesignedpipeshaftwithbrackets,side
guidesandarrangementsforinsideandoutsidelockingwith
pushandpulloperationcomplete,includingthecostof
providingandfixingnecessary27.5cmlongwiresprings
manufactured from high tensile steel wire of adequate
strengthconformingtoIS:4454-part 1andM.S.topcoverof
required thickness for rolling shutters.
80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 12.24 1,840.85 22,532.00
50 Providing and fixing ball bearing for rolling shutters. No 4.00 429.85 1,719.40
51 Providing and fixing pressed steel door frames conforming to
IS:4351,manufacturedfromcommercialmildsteelsheetof
1.60mmthickness,includinghinges,jamb,lockjamb,bead
andifrequiredanglethresholdofmildsteelangleofsection
50x25mm,orbasetiesof1.60mm,pressedmildsteelwelded
orrigidlyfixedtogetherbymechanicalmeans,includingM.S.
pressedbutthinges2.5mmthickwithmortarguards,lock
strike-plateandshockabsorbersasspecifiedandapplying a
coatofapprovedsteelprimerafterpre-treatmentofthe
surface as directed by Engineer- in-charge:
Fixing with adjustable lugs with split end tail to each jamb RM 10.00 346.75 3,467.50
Page 7
S.no DESCRIPTION OF WORK UNIT QTY Rate Amount
52 Providing and fixing aluminium work for doors, windows,
ventilatorsandpartitionswithextrudedbuiltupstandard
tubularsections/appropriateZsectionsandothersectionsof
approvedmakeconformingtoIS:733andIS:1285,fixingwith
dashfastenersofrequireddiaandsize,includingnecessary
fillingupthegapsatjunctions,i.e.attop,bottomandsides
withrequiredEPDMrubber/neoprenegasketetc.Aluminium
sectionsshallbesmooth,rustfree,straight,mitredandjointed
mechanically wherever required including cleat angle,
Aluminiumsnapbeadingforglazing/paneling,C.P.brass /
stainless steel screws, all complete as per architectural
drawingsandthedirectionsofEngineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately) :
Powdercoatedaluminium(minimumthicknessofpowdercoating50 kg 4975.60 387.60 1,928,542.56
micron) for fix portion.
Powdercoatedaluminium(minimumthicknessofpowdercoating50 kg 4048.61 436.35 1,766,610.97
micron)forshutterofdoor,windowsandventilatorsincluding
providingandfixinghingage/pivotesandmakingprovisionsoffixing
offittingswhereverrequireincludingthecostofEPDMrubber /
neoprene gas kit required (fitting shall be paid for separetly).
53 Forprovidingandfixingforwiremeshinwindowshuttersof sqm 160.0 1,200.00 192,000.00
Aluminiumasperaboveitem withanodic coatingwindows,
ventilatorsincludingandfixinghinges/pivotsmakingprovisionfor
fixingoffittingwhereverrequiredincludingthecostofPVC /
Neoprene gasket required (fitting shall be paid for separately)
54 Providingandfixing12mmthickframelesstoughenedglassdoor sqm 218.52 4,500.00 983,340.00
shutterofapprovedbrandandmanufacture,includingprovidingand
fixingtop&bottompivot&springtypefixingarrangementand
makingnecessaryholesetc.forfixingrequireddoorfittings,all
completeasperdirectionofEngineer-in-charge(Doorhandle,lock
and stopper etc.to be paid separately).
55 Supply&fixingofstructuralglazingatFaçadeusingglazingsection sqm 218.70 6,000.00 1,312,200.00
ofwhichmullion&transomtobealuminumgrade63400WPISI
7733andID1258sectionsize112x55x2mm.(SP3584)Electro
colouranodized20micronorpurepolyesterpowdercoated40
micronofapprovedshadeandcolourusingAIS(AsahiIndia)-6mm
thickToughenedsingleglazedreflectivehighperformanceoffline
coated AIS (Sunergy-Green) glass or equivalent.having light
transmissionminimum56%solarfactormaximum41%External
reflection7%,InternalReflection10%and Uvalueofmaximum4.1
W/m2 οk.
Glassshallbefixedbysubframemethodon19x19x2mm
AluminumSquaretubewithhelpof12mmx6mmbothsiderubber
spacer &structuralsiliconofDowCorning995grade.TheWeather
/watersealingofglassjointsshallbedonewith10mmwideDow
Corningmakeweathersealantofgrade789oritsequivalent.The
MullionofAluminumstructureistobefastenedwithR.C.C.
Slab/beamwithhelpofPowdercoated/GalvanizedMSBracketsof
75mmlengthwithhelpofM10x100mmMechanicaltempered
DashFasteners.ThejobIncludesallnecessaryhardware,cleat,
Screws,nutwashersetc.Completejobwithallmaterialandlaboras
per direction of Engineer-in-charge.
Page 8