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11、 *?20% - Accent1?M ? -2 0 %-A c c e n t 1 ef 坼?% ?20% - Accent2?M ? 2 0 %-A c c e n t 2ef 蜉?% ?20% - Accent3?M ? &2 0 %-A c c e n t 3 ef 犟?% ?20% - Accent4?M ? *2 0 %-A c c e n t 4ef 遴?% ?20% - Accent5?M ? .2 0 %-A c c e n t 5ef 塏?% ?20% - Accent6?M ? 22 0 %-A c c e n t 6ef?% ?40% - Accent1?M ?4

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15、natoryText?G ? 5E x p l a n a t o r yT e x t% ?0 Good?; ?G o o d騎?a% ?1Heading 1?G ? H e a d i n g1I%O 伣?2Heading 2?G ? H e a d i n g2I%? ?3Heading 3?G ? H e a d i n g3I% 23 暢?4Heading 4?9 ? H e a d i n g4I% ?5Input?u ? I n p u t虣?v% ?6Linked Cell?K ? L i n k e dC e l l鷠%?7Neutral?A ?N e u t r a l霚渆

16、% ?3 ?N o r m a l% ?8 Note?b ?N o t e?膊?膊?膊?膊?9 Output?w ? O u t p u t蝌?% ?:?$ ?P e r c e n t?;Title?1 ?T i t l eI%?Total?M ? T o t a l% O 伣O 伣?=Warning Text? ?W a r n i n gT e x t% ?X ?T a b l e S t y l e M e d i u m9 P i v o t S t y l e L i g h t 1 6 ? Bill400? ? ?Y Y Y Y Y Y Y !;? ;?g? ? T ?Techn

17、icalBuildingMURCSSUBSTRUCTUREEXCAVATION AND EARTHWORK1Excavation in any material includingrock or hardmaterial, as definedExcavating, starting from stripped level, inbulk to reducedlevelAdepth n.e 1.0mm31123Excavating starting from reduced level, trenchestoreceivebaseofchannelB6receivefootingsC25:Ex

18、cavatingsoftspotsorfillmaterials;earthworksupport6anddisposal of surplus excavated material by removingfrom siteD%belowexcavationtotrenchesorbases2DisposalExcavatedmaterialE7selected, containing no stones exceeding 100mm in size,8depositing andcompactinginlayers,n.e.150mmthickas(described,inbackfill

19、ingtoexcavations7F+depositingintemporaryspoilheapsonsite136Imported FillingG&filling to make up levels underfloors56To Collection7H & A Ltd - Project No. 100901 / Bill No. 400 / Page16Stonefillingconsistingofplumsn.e100mminsizeinfillingunderplinth5Surface Treatment:Levelling and blinding sur

20、faces of filling with25mm layer4rocksand, compacting to 90% BS compaction to receivepolythenesheeting (m/s)m2124;Levelling and blinding surfaces of filling with100mm layer+of 0-20mm crusher run, compacting to 98% BS$compaction to receiverocksand (m/s)30.23mm thick polythene sheeting under floors; 15

21、0mm4laps bothways, laid on blinding to receive concrete&(measured net - no allowance forlaps)Sundriesinexcavations0Saturatewithanapprovedanti-termitetreatment.undertaken by an approved specialist (10 yearsguarantee to begiven)%top of ground or filling under floors4perimeter of building (measured

22、linear along bottom)m67Earthwork Support-Earthwork support to sidesof all excavationsITEMSundriesH6Allow for keeping all excavationsfreefromwater,mud9andthelikeforthedurationofthecontractbypumping,5bailing or other means including the provision of all)necessary pumps,temporary plumbing, etc.7H &

23、 A Ltd - Project No. 100901 / Bill No. 400 / Page2CONCRETE WORKIn-Situ Concrete4Plain in-situ concrete, designed mix grade15 N/mm?40mm aggregate, as described, in750mm thick blinding layer underfootings,groundbeams,basesandthelike11Massfillingtoplinth8Mass filling to soft spots2Reinforced in-situ co

24、ncrete, designedmix Grade 20/N/mm2; 20mm aggregate, vibrated as described inSills, lintels andthe like12Reinforced in-situ concrete, designed mix Grade 30:Foundations intrenches, cast against faces of excavations13Plinth beams4Surface beds125mm thick16Base to channel200mm thickSuspended slabsI175mm

25、thick26Walls to channelJ165mm thickKColumns3LUpstands7H & A Ltd - Project No. 100901 / Bill No. 400/ Page3BeamsReinforcement3Reinforcement bars to MS 10/BS4449 hot rolled plain-roundmild steel, as described7Bases, footings, walls, suspended slabs, columns, beamsand the like6mm diameterkg10006Rei

26、nforcement bars to MS 10/BS4449 hot rolleddeformed-high yield steel, as described8mm diameter300010 and 12mm diameter20006Fabric reinforcementto MS 34 and MS 35/BS 4483 and is!to be laid with side and end laps5High tensilewelded mesh reference A252 weighing 3.956kgs/m2 to surface bed (measured nett,

27、 noallowance forlaps)122Formwork7Formwork in Class 2, finish struttingat/fromanylevel7andincludingrebatesorgrooveformersasdescribedtoSoffits of slabs130-Sides of mass concrete filling217H & ALtd - Project No. 100901 / Bill No. 400 / Page4Sides of plinth beamsn.e. 250mm high162Sides of walls to c

28、hannel84Sides of wallbeams490Sides and soffits of sills, lintels and the likeSides ofupstands66Sidesofcolumns28Edgesofbaseofchannel60Edges of surface bed$Combined edges of slabs and upstands250 -500mm highSundries in concrete work:Treat horizontal of unset concreteto level or to slope by-power float

29、ing to final finishFloor1117H & ALtd - Project No. 100901 / Bill No. 400 / Page5BLOCKWORK AND STONEWORKBlockwork2HollowconcreteblockstoBS6073,minimumaverage7compressive strength 3.5 N/mm? in cement mortar (1:3),as described inWalls212ROOF COVERINGS-EXTERNAL WORK TO CONCRETE BASE6Cement and sand

30、(1:3) screedas described with a smothtrowelled finish.Bed laid to falls and crossfalls andto slopes,55mm (average) thick; to flat concrete roofs133%extra over for50 x50mmanglefillet65extraoverforworkingintoroofoutletnr0Cement and sand (1:3) render as described with asmooth trowelledfinish15mm thick

31、tosides and tops of upstands18&INTERNAL WORK TO BLOCKWORKOR CONCRETEBASEWall Finishes4Cement and sand (1:3) rendering as described, with a13mm thick to$walls, returns, reveals and the like2557H & A Ltd - ProjectNo. 100901 / Bill No. 400 / Page6Ceiling FinishesceilingsEXTERNAL WORKTO BLOCKWOR

32、K ORCONCRETE BASE152DECORATION INTERNALLY8Prepare and apply one sealercoat and two full coats PVAemulsion paintonSmooth rendered surfacesofDECORATION EXTERNALLY7H & A Ltd - Project No. 100901 / Bill No. 400 / Page7SERVICES INSTALLATIONS2Rainwater installations; PVC pipes and fittingsto.BS4576:Pa

33、rt1asdescribed,withringsealandsolventweldedjoints3Rainwater pipe works cast into concrete or fixed on8surface with andincluding standard brackets, plugged toconcrete or blockwallextra over forbendsGenerally:Work incidental to Electrical, Fire fighting, Plumbingand-Telephone installations, concealed

34、or surfaceinstallations6Co-ordinationwithotherengineeringinstallationsand1marking and setting out the positions of all work:Cutting or forming all holes,mortices, chases or the like:and making good finishings and the like and allassociatedbuilderswork;Building inorcutting andpinning bracketsorthe li

35、keandmaking good finishingsProtective and decorative painting7H & A Ltd -Project No. 100901 / Bill No. 400 / Page8CollectionPage No.1Page No.2Page No.3Page No.4Page No.5Page No.6Page No.7Page No.8To Summary7H & A Ltd - Project No. 100901 / Bill No. 400 / Page95Hardcorefilling Grabeaux consis

36、ting of hard stones/n.e 100mm in size, depositing andcompacting inlayers n.e 150mm thick in110mm diameter pipe3Fullborerainwater outlet in UPVC complete with all)accessories, fittings and domicalgrating,110mm diameter outlet for trapped roof drain?Prepare and apply one sealercoat and three full coat

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