Summary CONVERSIONS FOR PREPARING SCHEDULE OF MATERIALSWET
TRADESSUBSTRUCTUREConcreteGrade 10-20m30sand0cement0stone0Grade
20-20m30sand0cement0stone0Grade 25-20m30sand0cement0stone0Grade
30-20m30sand0cement0stone0Grade 30-40m30sand0cement0stone0Grade
40-20m30sand0cement0stone0Polythene sheetingm20m0Mesh fabric
reinforcement Ref S193m20sheets0Hardcorem30Sand blindingm30Termite
treatmentm20litres0Half brick wallFace brick
wallm20m20commons0facings0pit sand0pit sand0cement0cement0One brick
wallm20commons0pit sand0cement0Piersm30commons0pit
sand0cement0Brick-on-edgem2bricks0pit sand0cement0Damp proof course
for half brick wallm0m20roll0roll0Damp proof course for one brick
wallm0m20roll0roll0Ref C1 for half brick wallm0roll0Ref C2 for one
brick wallm0roll0Steel bar reinforcementm30kg010mm Expansion
joint.3 ply bituminous felt sheetingm20m20sheets0sheets0Thioflex
sealant.m0tubes0Woodfloat plasterm20pit
sand0cement0undercoat0EPVA0SUPERSTRUCTUREConcreteGrade
10-20m30sand0cement0stone0Grade 20-20m30sand0cement0stone0Grade
25-20m30sand0cement0stone0Grade 30-20m30sand0cement0stone0Grade
30-40m30sand0cement0stone0Grade
40-20m30sand0cement0stone0Screedsm20river sand0cement0Half brick
wallFace brick wallm20m20commons0facings0pit sand0pit
sand0cement0cement0One brick wallm20commons0pit
sand0cement0Piersm31commons481pit
sand0cement2Brick-on-edgem20bricks0pit sand0cement0150 mm Block
wallm20blocks0pit sand0cement0Damp proof course for half brick
wallm0roll0Damp proof course for one brick wallm0roll0Ref C1 for
half brick wallm0roll0Ref C2 for one brick wallm0roll0Mesh fabric
reinforcement Ref S311m20sheets0Steel bar reinforcementm30kg0150 x
150 mm White glazed wall tiles0m20tiles0tylon05kgtile
addhesive020kgRender and set to wallsRedecoration to existing int.
wallsm20m20pit sand0pit
sand0cement0cement0rhinoset0rhinoset0undercoat0undercoat0IPVA0IPVA0Woodfloat
plasterRedecoration to existing int. wallsm20m20pit sand0pit
sand0cement0cement0undercoat0undercoat0EPVA0EPVA0Plasterboard
ceilingsPlasterboard ceilings
redecorm20m20Rhinobond0Rhinobond0plasterboard sheets 2400x1200
mm0plasterboard sheets 2100x1200 mm0ceiling white0ceiling
white0clout nails0clout nails0brandering0brandering0covebond0Cill (
quarry tiles)m0no.0pit sand0cement0300 x 300 Vinyl
tilesm20tiles0tylon0tile adhesive0150 x 150 Quarry floor
tilesm20tiles0Wall platem0galvanised hoop iron
ties0carbolineum0Painting to metalm20undercoat0metal primer0high
gloss0Painting to woodm20undercoat0wood primer0high gloss0ROOF
COVERINGSConcrete roof tilesm20no.0Roof
nailsm20kg0Battensm20m0Skirtingm0varnish0Pelmetsm0varnish0
QualificationsSCHEDULE OF MATERIAL QUALIFICATIONSNOTE1)This
material schedule was prepared to the highest level of accuracy
that was obtainable in termsof information supplied and the
contribution supplied by the Architect and all the interested
partiesto the structure.2)It should be noted with concern that
material schedule accuracy depends on the informationsupplied and
cooperation of the interested parties.3)This schedule of material
remains correct if there are no changes made to the structure and
thematerial waste is maintained within the allowable range.4)This
schedule was prepared allowing a reasonable waste of between 5% and
10% depending withthe material type and quality.5)Provisional
quantities are to be remeasured on site to determine the correct
material quantity butif no changes to the specifications they are
suppose to tally with the degree of + - 5%
FoundationCONVERSIONS FOR PREPARING SCHEDULE OF
MATERIALSSUBSTRUCTURE1Grade
10-20m31sand0.79m3cement4.46Bagstone0.85m32Grade
15-20m31sand0.84m3cement6.09Bagstone0.84m33Grade
20-20m30sand0.0m3cement0.0Bagstone0.0m34Grade
25-20m36sand4.28m3cement35.91Bagstone5.29m34Grade
30-20m32sand1.41m3cement17.75Bagstone1.81m35Grade
30-40m31sand0.71m3cement6.51Bagstone0.90m36Grade
40-20m30sand0.0m3cement0.0Bagstone0.0m37Polythene
sheetingm233m21580m22.00mRoll 1.5*20m52.678Mesh fabric
reinforcement Ref S193m217sheets1.18no.9Hardcorem30m310Sand
blindingm220m350mm blindingm31.00m311Termite
treatmentm264litres6.96ltrs12Half brick wallm21Face brick
wallm240commons57.75nofacings2,226.00pit sand0.02m3pit
sand0.99cement0.14Bagcement5.4613One brick
wallm21commons115.50nopit
sand0.06m3cement0.35Bag14Piersm30commons0.0nopit
sand0.0m3cement0.0Bag15Brick-on-edgem20bricks0.0nopit
sand0.0m3cement0.0Bag16Damp proof course for half brick wallm016
a)m20roll0.0no.roll0.017Damp proof course for one brick wallm017
a)m25.00roll0.0no.roll1.0918Ref C1 for half brick
wallm0roll0.0no.19Ref C2 for one brick wallm0roll0.0no.20Steel bar
reinforcementm30kg0.0kgs2110mm Expansion joint.3 ply bituminous
felt sheetingm21m20sheets0.35no.sheets0.022Thioflex
sealant.m1tubes0.17no.23Woodfloat plasterm20pit
sand0.0m3cement0.0Bagundercoat0.0ltrExt PVA0.0
bayette:Type and size ofcontainer
SuperstructureCONVERSIONS FOR PREPARING SCHEDULE OF
MATERIALSSUPERSTRUCTURE1Grade
10-20m31sand0.7875m3cement4.4625bagstone0.8505m32Grade
20-20m30sand0m3cement0bagstone0m33Grade
25-20m30sand0m3cement0bagstone0m34Grade
30-20m30sand0m3cement0bagstone0m35Grade
30-40m30sand0m3cement0bagstone0m36Grade
40-20m30sand0m3cement0bagstone0m37Screedsm20river
sand0m3cement0bag8Half brick wallm20Face brick
wallm20commons0no.facings0pit sand0m3pit sand0cement0bagcement09One
brick wallm20commons0no.pit
sand0m3cement0bag10Piersm30commons0no.pit
sand0m3cement0bag11Brick-on-edgem20bricks0no.pit
sand0m3cement0bag12150 mm Block wallm20blocks0no.pit
sand0m3cement0bag13Damp proof course for half brick
wallm0roll0no.14Damp proof course for one brick wallm0roll0no.15Ref
C1 for half brick wallm0roll0no.16Ref C2 for one brick
wallm0roll0no.17Mesh fabric reinforcement Ref
S311m20sheets0no.18Steel bar reinforcementm30kg0kgs
finishies CONVERSIONS FOR PREPARING SCHEDULE OF
MATERIALSFINISHIES1Render and set to wallsm20pit
sand0m3cement0Bagrhinoset025kgsundercoat0ltrInt PVA0ltr2Woodfloat
plasterm20pit sand0m3cement0Bagundercoat0ltrExt
PVA0ltr3Plasterboard ceilingsm20Rhinobond025kgsPlasterboard0(2400 x
1200)m2ceiling white0ltrclout
nails0nobrandering0mcovebond025kgs4Cill ( quarry
tiles)m0Tiles0no.pit sand0m3cement0bag5300 x 300 Vinyl
tilesm20tiles0no.tylon05kgtile adhesive020kg6150 x 150 Quarry floor
tilesm20tiles0no.pit sand0m3cement0bag7150 x 150 mm White glazed
wall tilesm20tiles0no.tylon05kgtile adhesive020kg8Painting to
metalm20undercoat0ltrmetal primer0ltrhigh gloss0ltr9Painting to
woodm20undercoat0ltrwood primer0ltrhigh gloss0ltr
Roof CONVERSIONS FOR PREPARING SCHEDULE OF MATERIALSROOF
COVERINGS1Concrete roof tilesm20no.02Roof
nailsm20kg03Battensm20m04Skirtingm0varnish0ltr5Pelmetsm0varnish0ltr6Wall
platem0GI hoop iron ties0carbolineum0
Additional dataADDITIONAL ESTIMATING DATAA. WHEEL & TIP BY
HAND BARROWa) Hauling not exceeding 20m1 lab180wb/dayb) Ditto 50m1
lab70wb/dayc) Ditto 100m1 lab36wb/dayB. COMPACTION ( avarage 150mm
thick )a) Plate compactor1 lab50m2/dayb) Bomag pedastrian roller1
lab75m2/dayc) hand ramming1 lab35m2/dayC. TIMBERING & SHORING
TRENCHESa) Both sides to trenches not exceeding 2m deep1
lab12m/dayb) Ditto 3m deep8m/dayc) Ditto 4m deep5m/dayd) Ditto 6m
deep2.5m/dayD. STEEL FIXINGa) Beams,floors,roofs & walls1
lab1ton/dayb) Braces column slopes1 lab0.5ton/dayc) Hoisting not
exceeding 3m from ground1 lab4ton/dayd) Ditto 9m1 lab2.5ton/daye)
Ditto 15m1 lab2ton/dayf) Ditto 20m1 lab1.5ton/dayE. WALL &
FLOOR TILINGLabour - Gang based on 1 Carpenter / Plumber and 2
Assistantsa) Ceramic wall tilesgang6m2/dayb) Quarry wall &
floor tilesgang10m2/dayc) Sloping wall tilesgang3m2/dayd) Vinyl
tiles in boxesgang10m2/daye) Ditto in sheetsgang20m2/dayf)
Carperting layinggang100/dayg) Claddinggang100/dayh) Concrete
roofing tilesgang100/dayF. PLUMBINGa) Sanitary
fittingsgang3no/dayb) Pipe & accessories - watergang30m/dayc)
Pipe & accessories - sewergang59m/dayd) Accessoriesgange)
Gutters & down pipesgang14m/dayADDITIONAL ESTIMATING DATAA.
CONCRETEa) Mixing by hand8hrs/m3226,266.00B.
Panda266,993.8840,727.88a) 600 x 600 x 50mm Pcc paving blocks1
Pallet=405 No.b) 80mm Pcc interlocking pavers1 Pallet=500
bricksDitto above transportted by Superlink1 load=26 Pallets
Sheltonm:Depending with the labour availableSheltonm:Need for
clarificationSheltonm:Need constants from plumbers
Estimating dataESTIMATING DATAGROUND WORKSA. SITE
CLEARANCE1,Clear site of all vegetation1 Lab20m2/day2.2222222222m3
per hour0.45hrs per m3B. EXCAVATIONS1, Normal pickable grounda)
Trenches etc not exceeding 1m deep1 Lab2m3/day0.2222222222m3 per
hour4.5hrs per m3Ditto 1-2m deep1 Lab1.5m3/day0.1666666667m3 per
hour6hrs per m3Ditto 2-3m deep1 Lab1m3/day0.1111111111m3 per hourb)
Bases etc not exceeding 1m deep1 Lab1.75m3/dayDitto 1-2m deep1
Lab1.20m3/dayDitto 2-3m deep1 Lab0.75m3/dayc) Reduce levels n.e. 1m
deep1 Lab2.20m3/day2, Hard pickable groundAs above, but +250%1
Lab3, Rock excavationAs above, but +1200%1 LabC. DISPOSALSa)
Backfilling to trenches and bases1 Lab2.5m3/dayb) Loose fill under
floor1 Lab3.0m3/day3.6hrs per m3c) Ram fill under floors1
Lab2.0m3/day3hrs per m3d) Compacting1 Lab35m2/day0.2571428571hrs
per m2e) Load for disposal1 Lab1.5m3/day6hrs per m3BRICKWORK AND
BLOCKWORKNBAdjustments must be made for high standard
requirementsAll data based on gang of 1 Bricklayer + 2
AssistantsScaffolding not includedBRICKWORKCommon brickwork:In
foundations,Half brick thick375/day6.8181818182m21.2857142857hrs
per m2One brick thick400/day3.6363636364m22.25hrs per m2One and
half brick thick425/dayIn superstructure up to 2 storeys,Half brick
thick350/dayOne brick thick380/dayOne and half brick
thick400/dayESTIMATING DATABRICKWORK AND BLOCKWORKFacing
brickwork:In foundations,Half brick thick325/dayOne brick
thick340/dayIn superstructure up to 2 storeys,Half brick
thick300/dayOne brick thick325/dayComposite brickwork ( faced on
side )In foundations,One brick thick350/dayIn superstructure up to
2 storeys,One brick thick330/dayMortarMixing by
hand8hrs/m31.125BLOCKWORK115mm blockwork:In foundations180/dayIn
superstructure150/day230mm blockwork:In foundations150/dayIn
superstructure120/daySUNDRIESBeam filling3m/hr/skinRough
cutting2.5hrs/m2Cutting pipe chases1.5hrs/mCopings0.75hrs/mFair
cuttings1hr/mCut small holes1hr/skinCut large holes2hrs/skinFix
door and window frames0.8hrs/m2Unload and stack3 lab
hrs/1000Painting around frames3hrs/mMORTAR MIX (per m3)MixCement
(50kg)Pit Sand
(m3)3;110.61.34;18.91.45;17.51.56;16.51.67;16.21.78;15.41.7Note:
Pit sand - Allow 15% bulk factorESTIMATING DATABRICKWORK1.Mortar
required per m2 of walling:a. 75mm brick on edge0.02m3b. Half
brickwall0.028m3c. One brickwall0.04m3d. One and half
brickwall0.096m3e. 230 x 230mm clay block wall0.018m3f. 230 x 150mm
ditto0.023m32.Brick per m2 of walling (exclude
waste)CommonsFacingsa. 75mm brick on edge35*b. Half brickwall52*c.
One brickwall104*Based on one brickwalld. English bond2678e.
English garden wall bond3965f. Colonial bond4262g. Flemish
bond3965h. Mass brickwork per m3455*3.MORTAR TO BLOCKWORK (per m2
of walling)a. Nominal 600 x 300mm - 108mm walls0.017m3b. Nominal
450 x 230mm - 108mm walls0.023m3- 150mm walls0.031m3- 230mm
walls0.054m3Hoop irons 24 ggr = 0.6mm = 6.20kg/m3CEMENT
MORTARMIXMaterials per m3CementLime-25kgSand
m31;122.40.911;210.481.251;310.61.381;48.91.51;57.81.631;66.41.691;75.91.751;85.31.811;2;93.61.381;2;1231.5MATERIALCONCRETE
GRADE1015202530Cement5679.2610.29River sand0.80.80.740.70.6519mm
Ag0.80.80.770.780.78Brick reinforcement per four courses =
2.94m/m2ESTIMATING DATACONCRETINGLabourA. Mixing concreteHourly
outputLab output/hour7/5 mixer1.75m33/1.710/7 mixer3.15m33/1.114/10
mixer3.85m33/0.821/14 mixer5.25m35/0.9B. Transport and Place
concreteMass filling2hrs/m3Foundations,bases,ground
beams4hrs/m3Slabs6hrs/m3Blinding12hrs/m3Columns below
ground8hrs/m3Columns not exceeding 4m high12hrs/m3Beams not
exceeding 4m high10hrs/m3Suspended slabs
ditto10hrs/m3Walls8hrs/m3Isolated small areas12hrs/m3Hours to be
adjusted accordingly for high level workCurb
concrete12m2/hrPowerfloat finish2m2/hrSteel trowelled2m2/hrFix
expansion joints 150mm wide5m/hrExpansion joint fillerm3/hrFix mesh
reinforcing5m2/hrFORMWORKLabour - Shuttering gang based on 1
Carpenter and 2 AssistantsHard work and strip formwork to:Gang
hoursBeams0.85/m2Walls0.75/m2Columns1.15/m2Soffits0.80/m2Narrow
widths to edges2.15/m2PLASTERWORKSingle coat work (walls) - wood
float1+216m2/dayIn narrow widths - ditto1+210m2/daySingle coat work
(walls) - steel float1+214m2/dayIn narrow widths -
ditto1+28m2/daySingle coat soffits - wood float1+212m2/dayDitto -
steel float1+210m2/dayTwo coat work:1st coat1+216m2/daySkim
coat1+223m2/dayESTIMATING DATAPLASTERWORKFloor
screeds1+220m2/dayNarrow widths1+216m2/dayPrecast paving
slabs1+31m2/hrWall tiling1+11m2/hrNarrow
widths1+10.5m2/hrGRANOMIXMATERIALS PER
M3CEMENTSANDCHIPS50kgM3M31;311.4*1.11;1;1.0514.50.590.71;1;2120.490.77Rhinosand8m2/sack(25kg)Rhinoset20m2/sackRhino
bond6m2/sackCemwash12m2/sack/coat19.16666666671m3 cment =
30bagsPAINTINGPaint to ceilingPaint to walls60m2/dayPaint to
frames50m2/dayPaint to timber45m2/dayPaint to small
pipes25m/hr/coatPaint to large pipes10m/hr/coatNB. Add 10% to
labour figures for turps,brushes etc.Paint covering capacitiesAll
per 5 litresPVA to boards5 Litres1 Litre1st coat30m26m22nd
coat40m28m23rd coat50m210m2PVA to plaster1st coat40m28m22nd &
3rd coat50m210m27830PVA to blockwork:1st coat40m26m22nd
coat35m27m23rd coat45m29m2paint to 230 steel dr frame size 815x2032
=2.03m2paint to 115 steel dr frame size 815x2032 =1.47m2ESTIMATING
DATAPAINTINGxsPrimer / Uct / Gloss ct etc5 Litres1 LitreTo steel
work:1st coat45m29m2Subsequent50m210m2To timber:1st coat35m27m22nd
coat40m28m2Subsequent50m210m2REINFORCEMENTDIAMETERROUNDPLAINHIGHMILDSQUAREYIELDTWISTDEFORMED(
R )( X )( Y
)6mm0.22200.2226.50mm0.260.33208mm0.3950.5020.39510mm0.6160.7840.61612mm0.8871.1290.88814mm1.2071.5371.2116mm1.5772.0081.57920mm2.4643.1372.46622mm2.9813.796025mm3.854.9023.85430mm5.5447.059032mm006.31335mm09.608040mm009.869KGs
PER RUNNING
METRE23.681.BASES90kg/m32.COLUMNS170kg/m317.363.WALLS100kg/m34.SLABS120kg/m35.BEAMS150kg/m3FABRIC
REINFORCEMENT17.36Ref No S2452.45kg/m2Ref No S1931.93kg/m2Ref No
S1251.25kg/m212.84Hoop irons 24 ggr = 0.6mm = 6.20 kg/m3ESTIMATING
DATABLOCK PRODUCTION DATA1 Sack cement = 0.034m31 Barrow = 0.057m3
( 2 cu ft )Block Volumes( A ) 450 x 220 x 168 hollow
=0.00666m3/block = 15kg( B ) 450 x 220 x 103 solid =
0.01070m3/block = 30kg( C ) 450 x 220 x 216 hollow =
0.00879m3/block = 27kgTheoretical MixesMix 1:6Mix 1:8Mix 1:10Mix 1:
12Cement0.034m30.034m30.034m30.034m3Aggregate0.204m30.272m30.340m30.408m3Practical
EquivalentsCement1 sack1 sack1 sack1
sackAggregate3.5barrws4.5barrws6 barrows7 barrowsDry
Volume0.2340.2910.3760.433Waste
5%0.0120.0150.0190.0220.2220.2760.3570.411Mixed
Volume0.155m30.193m30.250m30.288m3YIELDS Per SACKMix 1:6Mix 1:8Mix
1:10Mix 1:12A.23293743B.14182327C.17222832Mortar in filling 230mm
hollow blocks 0.013m3/block = 0.124m3/m2Mortar in filling 115mm
hollow blocks 0.007m3/block =
0.067m3/m2ROOFINGSheets1+46sheets/hrMitring1+120sheets/hourFix
barge and fascia board1+25m/hrFix IBR roof sheeting1+46m2/hrFix
tiling battens1+210m2/3hrsCARPENTRYFix purlins1+220m/hrFix
rafters1+214m/hrFix trusses ( 8m )1+44No/dayFix
sprockets1+23m/hrFix joists1+215m/hrFix hangers1+23m/hrESTIMATING
DATACARPENTRYJOINERYFix brandering one way1+23m2/hrFix
ceilings1+32m2/hrFix cover strip1+220m/hrFix cornice1+215m/hrFix
skirting1+210m/hrFix framing1+16m/hrCut and fix blocked
shelving1+12hrs/sheetFix pre-cut shelving1+16m/hrHang doors1+21No
/hrPlugging1+18plugs/hrScrewing1+120/hrIRONMONGERY &
SUNDRIESMortice lock1+11hr/eachIndicator lock10.75hrs/eachShelf
bracketsAllow plugs and screwsCurtain track1+12m/hrRhinoset
coverage14m2/25kg bagRhinobond coverage6m2/25kg bagTurnall
ProductsEndurites0.875 wideTraffold tiles1.015 wideBrickforce ( per
4 courses )2.94m/m2ESTIMATING DATAWheelbarrow0.057m3Sack
cement0.034m3Grouta+bxcxdx1.7kg/m2axbwhere a - length of tileb -
width of tilec - thickness of tiled - average joint width
Sheet1one sidetwo sidessingle Normal
door0.813*2032mm1.6520163.30403212.00Retaining wallRandBwpOne load
of loffelstein L300 coulor grey24 packs( 864 blocks - 90.95m2
)39.519.75Nett price6.94Trans26.6913.35Other related
charges40.04Tylone 4m2 per 20kgsGlue to carpet 1ltr per 1m2