Bill of quantitiesWord格式.docx

Bill of quantitiesWord格式.docx

《Bill of quantitiesWord格式.docx》由会员分享，可在线阅读，更多相关《Bill of quantitiesWord格式.docx（32页珍藏版）》请在冰豆网上搜索。

（2x19.76+2x5.80+2x1.48+2x17.36+72.30+

23.48+4x2.84+2x2.80）x0.48=96.74m2

（2x23.61+25.08+2x20.64）x0.80=90.86m2

（2x4.60+2x0.30+13.36+4x2.10+

2x3.90+4.00+1.80）x0.30=17.56m2

total:

205.16m2

205.16x0.60=123.70m3

123.70

3

ManualexcavationofIIIcategorysoilforthespotfootingfromreferencepoint-0.65uptoreferencepoint-1.25,withprecisesidecuttingalongtheverticalandlevelingthebottomwithfinelayout1.0cm

Calculationperm3sameasinitemI/2.

2x2.00x1.00+18x2.00x2.00=40.00m2

40.00x0.60=24.00m3

24.00

4

Supply,fillingbetweenthefoundationandaroundthebuilding（wideexcavation）spreadinginlayersof20.0cmandcompressingasperregulationsforthestonebeachingornaturalgravelfromthereferencepointofthewideexcavation-0.65uptothereferencepoint-0.25,layer40.0cmthick.Thisembankmentisatthesametimealsoablanketlayerforallsub-floors-floorconcreteslabs.

Calculationperm3.

theareaofthewideexcavation

1795.50m2

theareaofthestripfoundations:

96.74+54.67+17.56=263.08m2

connectingbeams:

69.54m2

332.62m2

1795.50-332.62=1462.88m2

1462.88x0.40=585.15m3

585.15

II.MASONRYANDVARIOUSBUILDINGWORKS

Buildingthefacade"

sandwich"

wallwhichconsistsofbrickblocks20.0cmontheoutsideandtheinnerwallofhollowbrickblocks20.0cm,builtincementmortar1:

2:

5withinterfillingsofthermal

insulationblocksofmineralwool3.0cmandanairlayerof5.0cm.Thewallsaretobeinterconnectedusingdistancepieces-anchors（5piecesperm2ofwall）.

Calculationperm2offinishedwallwiththermalinsulation,horizontalreinforcedconcreteringbeamswithformsandreinforcementaswellasdistancepieces.

2x13.76x3.37+2x5.80x3.37+2x1.48x3.37+2x17.49x3.37+

2x23.77x3.37+4x3.00x4.50+4x6.00x4.50+4x3.00x6.29+

4x3.76x6.29+2x17.80x1.09+2x5.24x2.09=812.68m2

deductionfortheopenings:

19x1.50x1.20=34.20

11x1.50x2.10=34.65

4x3.00x4.855=58.26

2x1.90x1.80=6.84

4x0.76x1.23=3.74

1x0.96x2.10=2.01

1x0.46x0,35=0.16

6x0.56x0.85=2.86

totaldeduction:

142.72m2

fortheinnerwallspillarsarealsodeducted:

38x0.20x3.37=25.61m2

812.68-142.72-25.61=644.35m2

m2

644.35

Buildingpartitionwallsofhollowblocks20.0cmincompo1:

5.

Calculationperm2ofwall.

（2x7.80+4.10+12x4.80+2x3.80+7x5.80+2.00+6.00+3.90+

1.80）x3.50+（7.80+6.00+5.80+3.90）x1.00+（4.80+12.80）x0.32+2x11.80x0.97+2x17.80x0.32=550.61m2

deduction:

1x2.50x1.46=3.65

3x1.40x2.06=8.65

12x0.96x2.06=23.73

2x0.76x2.06=3.13

39.16m2

550.61-39.16=511.45m2

511.45

Buildingpartitionwallsofthesanitaryfacilitieswithhollowblocks10.0cmincementmortar.

Calculationperm2.

3x3.20x3.82+4x1.20x3.82+2x（2.90+1.84+1.50+1.50）x2.31+

3.80x2.88+2x1.20x2.88+2x4.80x3.50+2x4.80x4.50+

（1.90+5.80）x1.22=194.81m2

deductionofopenings:

2x0.96x2.06=3.96m2

12x0.76x2.06=18.79m2

172.06m2

172.06

Supplyandfittingthe"

RICHTER"

partitionwallsoftotalthickness10cmwithfillingofmineralwool5cmandliningonbothsidesofplastercardboardpanels12.5mm,infullaccordancewiththeinstructionsanddetailsgivenbythemanufacturer.

Calculationperm2ofcompletelyfittedwallwiththeuseofancilliaryscaffoldingwithoutdeductionfortheopenings.

2x2.60x3.60+5x5.80x3.50+2.95x3.50+2x5.80x4.25+

5.80x5.02+6.00x5.02+5.80x3.08+4.10x3.50+5x4.80x3.50+

5x4.90x3.82=448.89m2

448.89

5

Coverageofflatroofsoverthereinforcedconcretefullflatslabbetweenparapets,infullaccordancewiththefollowinglayers:

a.Thermalinsulationoflightweightconcrete8-32cminthegiveninclinationstowardstheoutletswithcovesandchannelsmade.

b.Hydroinsulationoflayersofwaterproofroofingpaper,coldandhotcoatings（dependingontheclimateconditions）,withlifting25cmbesidetheparapet.

c.Protectionlayeroverthehydroinsulationofcementmortar1:

2reinforcedwithlightelectricallyweldedwirenetwork.

d.Finallayerofroofterraceofconcreteblocks3cmincementmortar1:

3.

e.Protectionplinthlightlyreinforced,20cmhighbesidetheparapet

Calculationperm2

（6.52x1.00+24.13x12.44+5.88x18.52+3.31x21.44+

6.29x5.88+17.72x5.62+0.12x4.77+6.23x2.62+

2.88x2.80+0.20x2.52）x2=1292.44m2

1292.44

6

Coverageofthesemi-roundedreinforcedconcretearchinthecentralpartofthebuildingasfollows:

a.Thermalinsulationthroughreinforcedconcreteoflightweightconcreteinalayerof8cmlightlyreinforcedwithelectricallyweldednetworkpartlycastinformworkinthecenter.

b.Hydroinsulationthesameasforflatroofs（itemII/5-b）andconnectedwithit.

c.Protectionlayerofartificialstonereinforcedwithlightwireelectricallyweldednetwork.

3.12x3.14x[（28.40+27.26）:

2]=272.64m2

272.64

7

Mortaringinnersurfacesofwallsmadeofhollowblockswithcompo1:

3:

9.

AsperitemII/1:

812.68m2

AsperitemII/2:

2x511.45=1022.90m2

inall:

1835.58m2

1835.58

8

Mortaringflatceilingswithcompo1:

9overreinforced

concreteslab.

Calculationperm2ofmortaredsurfacewithscaffolding.

Premises:

7,8,12,16,18,32,34,39and40

13.90+11.20+33.60+27.80+18.80+16.80+13.00+17.90+350.26=503.26m2

503.26

9

Mortaringthecylindricalceilinginthecentralhallwithcompo1:

9overreinforcedconcretesemi-circularsurface.

Calculationperm2ofmortaredsurfacewithrequiredscaffolding.

2.97x3.14x[（28.40+27.26）:

2]=259.54m2

259.54

III.CONCRETE,REINFORCEDCONCRETEAND

REINFORCEMENTWORKS

Settingstripfoundationsinreinforcedconcreteinexcavatedtrenches40%,andindoubleforms60%;

concretebrandGC30,intwostages:

thefirstbeingfromthereferencepoint-1.20uptothereferencepoint-0.65andthesecondfrom-0.65uptothereferencepoint0.00overlaidoutplasticfoilonfinelylaidouttrenchbottom,withpreciselyplacedanchorsforreinforcedconcretepillarsandwalls.

Calculationperm3foundationssetinconcretetogetherwithlaidoutplasticfoilandrequiredforms

（2x19.76+2x1.48+2x5.80+2x17.36+72.30+

96.74x1.25=120.92m3

90.86x0.30=27.26m3

113.90x0.48x0.95=51.94m3

17.56x0.80=14.05m3

inall

214.17m3

214.17

SettingspotfootingsinreinforcedconcreteGC-30inexcavatedpits,overfinelylaidoutbottomscoveredwithplasticfoil,withpreciseplacingofpillaranchors.

Calculationperm3spotfootingsetinconcretetogetherwiththeplasticfoil.

Settinginreinforcedconcretetheconnectingbeams-foundationsofthepartitionwallsindoubleforms,usingconcretetypeGC-30,overlaidoutplasticfoilof30cm,onmadeandlaidoutgravelbetweenthefoundations（blanketlayer）.

Calculationperm3connectingbeamssetinconcretetogetherwiththeformsandplasticfoil.

（3x11.80+3x5.52+6x5.80+2x5.77）x2+3x4.80+1.80+

5.10+5x2.52+4x17.80+6x5.80+4x2.80=347.70m2

347.70x0.20x0.40=27.82m3

27.82

SettinginreinforcedconcretefullfloorslabsinporchesandonstairlandingsoftheexteriorstairsusingconcreteGC-25overgravelblanketlayercoveredwithplasticfoil.

Calculationperm3ofbuiltinconcretewithformsandplasticfoil.

3.40x1.50x0.25=1.27

2x23.77x5.52x0.25=65,61

23.80x2.52x0.25=14.99

12.76x4.00x0.25=12.76

5.24x3.00x0.25=3.93

2x3.30x1.50x0.25=2.47

101.03m3

101.03

Settingexteriorstairwaysinlightlyreinforcedconcrete

intheappropriateforms.

Calculationperm3ofbuiltinconcretewithforms.

4.00+3.70+1.85+1.55+13.96+13.36+2x4.30+

2x4.00+2x4.50+2x3.90+4x1.80+4x1.50=85.02m'

85.02x0.50x0.15=6.38m3

6.38

Settingbearingwallsinreinforcedconcreteinappropriateforms20cmthick,usingconcreteGC30（ontheporchaxisLandinaxes2and13）

Calculationperm3ofbuiltinconcretewithforms.

[（2x6.53+2x0.28+2x0.33）x5.02-2x2.73x4.37]x0.20=9.57m3

（2x3.53+2x0.33）x7.04x0.20=10.87m3

2x0.90x3.87x0.20=1.39m3

（2x24.25x1.40）x0.20=13.58m3

（2x23.95x1.40-2x8x1.35x1.35x3.14:

2）x0.20=4.26m3

39.67m3

39.67

Settingpillarsandslantingwallsofsquarecross-sectioninconcreteGC30withappropriateformsandbracing.

2x13x0.20x0.20x3.37=3.50

2x7x0.20x0.20x3.50=1.96

2x6x0.20x0.20x4.50=2.16

2x5x0.20x0.20x4.50=1.80

2x5x0.20x0.20x1.09=0.44

2x3x0.20x0.20x6.29=1.51

2x6x0.20x0.30x3.02=2.17

2x2x0.20x0.25x3.02=0.