Post on 04-Jun-2018
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1. Brick work in lime or cement mortar infoundation and plinth
1.25cum (45cuft)per mason
2. Brick work in lime or cement mortar insuperstructure
1.00cum (35cuft)per mason
3. Brick work in mud mortar in foundation and
plinth
1.50cum (55cuft)pe
r mason4. Brick work in mud mortar in superstructure 1.25cum (45cuft)pe
r mason5. Brick in cement or lime mortar in arches 0.55 cum (20cuft)pe
r mason6. Brick in cement or lime mortar in jack arches 0.55 cum (20cuft)pe
r mason7. Half brick wall in partition 5.00sqm (50sqft)pe
r mason8. Coursed rubble stone masonry in lime cement
mortar including dressing0.80cum (30
cuft)permason
9. Random rubble stone masonry in lime or cement mortar
1.00cum (35cuft)per mason
10. Ashlars masonry in lime or cement mortar 0.40cum (15cuft)per mason
11. Stone arch work 0.40cum (15cuft)per mason
12. Lime concrete in foundation or floor 8.50cum (300cuft)per mason
13. Lime concrete in roof terracing 6.00cum (200cuft)per mason
14. Lime concrete 1:2;4 5.00cum (175cuft)per mason
15. RB work 1.00cum (35cuft)pe
r mason16. RCC work 3.00cum (125cuft)p
er mason17. 12mm (1/2) plastering with cement or lime
mortar 8.00sqm (80sqft)pe
r mason18. Pointing with cement or lime mortar 10.00sqm (100sqft)p
er mason19. White washing or colour washing coats 70.00sqm (700sqft)p
er whitewasher
20. W hite washing or colour washing coats 200.00sqm
(2000sqft)per white
washer 21. Painting or varnishing doors or windows onecoat
25sqm (250sqft)per painter
22. Coal tarring or soligum painting one coat 35.00sqm (350sqft)per painter
23. Painting large surface one coat 35.00sqm (350sqft)per painter
24. Distempering one coat 35.00sqm (350sqft)per painter
25. 2.5cm(1) CC floor 7.50sqm (75sqft)per painter
SNo. Particulars of items Quantity Perday
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26. Flag store floor laying with lime or cementmortar excluding LC
10.00sqm (100sqft)per painter
27. Brick on edge in floor lime or cement mortar excluding LC
7.00sqm (70sqft)per painter
28. Brick bat floor as in above 8.00sqm (80sqft)per painter
29. Timber framing sal or teak wood 0.07cum (2.5cuft)percarpenter
30. Timber framing sal or country wood 0.15cum (5cuft)percarpenter
31. Door and window shutters paneled or glazed 0.15sqm (7sqft) per carpenter
32. Door and window shutters paneled or battened 0.80sqm (0.80sqft)percarpenter
33. Sawing hard wood 4.00sqm (40sqft)per pair of sawers
34. Sawing soft wood 6.00sqm (60sqft)per pair of sawers
35. Single allahabad tiling or mangalore tiling 6.00sqm (60sqft)per tilelayer
36. Double allahabad tiling 4.00sqm (40sqft)per tilelayer
37. Breaking of brick ballest 40mm (11/2) gauge 0.75cum (35cuft)per labourer
or breaker
38. Breaking of brick ballest 25mm (1) gauge 0.55cum (20cuft)per labourer or breaker
39. Breaking of stone ballest 40mm (11/2) gauge 0.40cum (10cuft)per labourer or breaker
40. Breaking of stone ballest 25mm (1) gauge 0.25cum (10cuft)per labourer or breaker
41. Ashlar stone dressing 0.70cum (25cuft)perstonecutter
42. Flag stone dressing 1.50sqm (25sqft)perstonecutter
43. Earthwork in excavation in ordinary soil 3.00cum (100cuft)per belder mazdoor
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44. Earthwork in excavation in hard soil 2.00cum (75cuft)per belder mazdoor
45. Excavation in soil 1.00cum (35cuft)per belder mazdoor
46. Number of bricks laid by a mason in brick workupto a height of 3m(10)
47. Amount of work done by a mazdoor helper per dayMix 3.00cum (100cuft)m
ortar per mazdoor
Deliver brickDeliver mortar 5.5cum (200cuft)
permazdoor
48. Scaffolding cost for single storey building Re.0.50per cum
(Rest.1.5%cuft) of brick work.
Items 46,47 and 48 are based on the committee report on rates and cost government of India.
LABOUR (MAZDOOR) REQUIRED FOR DIFFERENT WORKS
Extracts from the report on productivity projects in building industries issued by National Building Organis
aEarthwor k per 28.30cum(12000cuf t)
600 bricks per mason
4000 nos to a
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1) Excavation infoundations,trenchesetc., inordinarysoilincludingdisposalup to 30m(100) andlift of 1.5m(5ft)
5 beldarsand 4
mazdoorscan do28.30 cum(1000cuft)per day.2) Refillingexcavatedearth infoundations, pointhetc,
includingconsolidation in15cm(6)layers-3beldars, 2mazdoorsand bhisti cando 28.30cum(1000cuft)per day.
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3) Disposalof surplusearthwithin alead of 30m (100)1 mazdoor can do2.83cum(100 cuft)per day.
Cementconcretework per 2.83 cum(100cuft)layingcementconcrete 2 beldars,3mazdoors, bhistiand mason,can do2.83 cum(100 cuft)
per day.
c) R C Cwork:-
1) Layingreinforcedconcrete 3 beldars,3mazdoors,1 Bhistiand masoncan do2.83 cum(100cuft)per day.
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2)Centeringandshutteringfor flatsurfaces 4 beldarsand 4carpenters(II class)can do9.6sqm(96sqft) per day.
3)Reinforcementwork for R
C C 1blacksmithor fitter and 1beldar canbend andplace inposition 1quintal (2cwt) of steel per day.
tonework per 2.83 cum(100cuft)-
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Randomrubblemasonrywith bluestone infoundations-3masons, 3beldars, 2mazdoorsand1/4bhistican do2.83 cum(100cuft0per day
e r cwork per 2.83 cum(100cuft)-
First classbrick workin 1:4cementmortar insuperstructurepartitionwalls,
junctionsof roof,parapetwalls andstringcourse 2masons,4mazdoorsand 1/2
bhisti cando 2.83cum(100cuft)per day.
F) Woodwork :-
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1) For theframes of doors andwindows
2carpentersand 1beldar canwork 0.18cum(6.40cuft)of woodequivalentto door frames7.5cm x10m of 1.2m x2.1m
(3x4of3x11x7)size per day.
2) Forpaneled,glazed,etc,shutters-15carpenters
and 4beldarscan makeand fix 4shutters40 mmthick of size2.00m x1.15m (1 thick of size of 6-9x 3-9)per day.Quantity of wood per shutter 0.075cum,ie2.66cuft.g) Ironwork :-
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1) Fixing40mm x3mm=38cm(1 x
x 150flat ironholdfasts-1blacksmith(II class), Imasonand Ibeldar canfix 36holdfastsper day.
2) Fixing16mm dia.5/3 dia) MS rods 1blacksmith(II class),2carpenters(II class)and 3mazdoors
can fix16.5m(54rft) per day.
h)Flooring: -
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4cm thick(1 1/2)thickcementconcreteflooring of 40sqm(400sqft)require 5masons, 4beldars, 3mazdoorsand 1bhisti per day for mixinglaying andfinishing.
I)Finishing:-
1)Plasteringwith anymortar12mm (5)thick 3masons, 3mazdoorsand 1bhisti canplaster40sqm(400a ft) per day.
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2)Whitewashing orcolourwashing (3coats) 1whitewasherand 1mazdoorcan do60sqm(600sqft)per day.
3) Paintingtwo coatssuch aschocolate,red, grey,etc onwood aresteel 3Paintersand 2mazdoorscan paint10sqm(100sqft)per day.
TWO BULLOCKS CART
Sl# Particulars of materials OnKachchaRoad
On PuccaRoad
2. Brick ballast 0.85 cum(30cuft)
1.10 cum(40cuft)
Quantity or Number
1. Brick 19 cm x 9cm x 9cm 275nos 400nos
3. Stone ballast 0.70 cum(25 cuft)
1.00 cum(35cuft)
4. Kankar 0.85 cum(30cuft)
1.10 cum(40cuft)
5. Sand surkhi 0.85 cum(30cuft)
1.10 cum(40cuft)
6. Lime 1.10 cum(40cuft)
1.40 cum(50cuft)
7. Tiles Allahabad or Mangalore 275nos 400nos
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Note; Abullock..carryabout onetonneload. Theaveragespeed for a bullockcart maybe takenas 3.20km(2 units)per hour and hour maybe allowedfor loadingandunloading.Taking 8hoursworking
per day,thenumber of trips per day, canbecalculated.
LOAD FOR TRUCKS
ONPUCCAMETALLED ROAD
Trucks 3 tonners 5 tonners
9. Steel 0.75 tonne 1 tonne
8. Cement 15bags 20 bags
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Brick or Allahbadtiles orMangaloretiles 1000nos 1500nos 2000nos
Cement,
steel andotherHeavymaterials 3 tonne 5 tonne 8 tonne
Othermaterials
Ballast,Kankar,grit
Sand coal,etc., 2.8cum 4.20cum 5.6cum(100cuft) (150cuft)
Onkachchaearthenroad theload willbe less by33 per cent.
MATERIALS FOR DIFFERENT ITEMS OF WORKS
Therequirement of materialsfordifferentitems of works isas givenbelow:-
Sl# Particulars Quantity
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1. Bricks (9 x 4 x3 or 20 cm x 10cm x 10cmnominal size) for brick work
1350 nosfor 100cuft
50000 nosper % cum(500nos.per cum)
2. Dry mortar for brick work 30% 30cuft for 100 cuft
30cum for 100 cum
3.
Stone for rubble stone masonry 125% 125cuft for 100 cuft 125cumfor 100cum
4. Dry mortar for rubble stone masonry 42% 42cuft for 100 cuft
42cum for 100 cum
5. Bricks for brick ballast for lime concrete 1050cuftfor 100cuft
37000cumfor 100cum
6. Brick bats or brick ballast for lime concrete 150cuft for 100 cuft
150cumfor 100cum
7. Brick ballast for lime concrete 100cuft for 100 cuft
100cumfor 100cum
Sl# Particulars Quantity8. Dry mortar for lime concrete I foundation and
floor 35%35cuft for 100cuft
35cum for 100 cum
9. Dry mortar for lime concrete in roof terracing45%
45cuft for 100cuft
45cum for 100 cum
10. Materials for cement concrete 1:2:4
Ballast or grit 88% 88cuft for 100cuft
88cum for 100 cum
Sand 44% 44cuft for
100cuft
44cum for
100 cumCement 22% 22cuft for
100cuft22cum (60bags)for100 cum
11. Materials for 2.5cm (1)cc 1:2:4 floor
Stone grit 8cuft for 100sqft
2.40cumfor 100cum
Sand 4cuft for 100sqft
1.20cumfor 100cum
Cement 2 cuft (2bags) for 100cuft
0.08cum(24bags)for100 cum
12. Bricks for R B work 1200 nosfor 100cuft
42000nos/%cum(420mps.[erci,)
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13. Dry mortar for R B work 45% 45cuft for 100cuft
45cum for 100 cum
14. Dry mortar for 12mm (1/2) plastering 6cuft for 100sqft
2.00cumfor 100sqm
15. Dry mortar for pointing in brickwork 2cuft for 100sqft
0.60cumfor 100
sqm16. Lime for white washing one coat 1kg for 100sqft
10kg for 100 sqm
17. Dry distemper for ist coat 0.65 kg for 100sqft
6 kg for 100 sqm
18. Dry distemper for 2 nd coat 0.50 kg for 100sqft
5kg for 100 sqm
19. Snow-Cem for Ist coat 3kg for 100sqft
30kg for 100 sqm
20. Snow-Cem for 2 nd coat 2kg for 100sqft
20kg for 100 sqm
21. Paint ready mixed for painting one coat 1/3gl.for100sqft
10ltr for 100 sqm
22. Paint (stiff) for painting one coat 1kg for 100sqft
10kg for 100 sqm
23. Bricks (20 x 10 x 10cm) for brick floor or half brick wall
500 nosfor 100sqft
5000nos.f or 100sqm
24. Dry mortar for brick floor or half brick wall 12cuft for 100sqft
3.20 cumfor 100sqm
25. Bricks (9 x 4 x3) for brick flat work 350 nosfor 100sqft
3500nos.f or 100sqm
26. Dry mortar for brick flat floor 8cuft for 100sqft
2.25cumfor 100cum
27. Bricks (9 x 4 x3) required for honey combwall
325 nosfor 100sqft
3250nos.for100sqm
28. Dry mortar for honey comb wall 8cuft for 100sqft
2.5cum for 100 cum
29. Materials for 2cm (3/4)thick damp proof courseof 1:2 cement mortarCement 3cuft
(2.5bags)for 100sqft
0.90cum(27bags)for100 cum
Sand 6cuft for 100sqft
1.80cumfor 100cum
Compound or impermo @ 1kg per bag of cement
2.5kg for 100sqft
27kg for 100 sqm
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30. Materials for 2.5cm (1)cc 1:1 :3 damp proof courseStone grit 8cuft for
100sqft2.25cumfor 100cum
Sand coarse 4cuft for 100sqft
1.13cumfor 100
cumCement 2 cuft (2 bags)for 100sqft
0.75cumfor(221/2bags)for100cum
Compound or impermo @ 1kg per bag of cement
21/2 kg for 100sqft
22 kgfor 100sqm
31. Bitumen or asphalt for painting on D P C or onroof 1 st coat
15 kg for 100sqft
150 kg for 100 sqm
2nd coat 10 kg for
100sqft
100 kg for
100 sqm32. G G I sheet for roof 128sqft for 100sqft
128sqmfor100sqm
33. A G corrugated sheet for roof 115sqft for 100sqft
115sqmfor100sqm
34. Timber for paneled door shutter 4cm (1 ) thick 15cuft for 100sqft
4.5 cumfor 100cum
35. Timber for battend door shutter 4cm (1 ) thick 13cuft for 100sqft
4.0 cumfor 100cum
36. Timber for paneled & glazed shutter 4cm (1 ) 11cuft for 3.0 cum Timber for fully glazed shutter 4cm (1 ) thick 8cuft for
100sqft2.0 cumfor 100cum
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ation are given below:-
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8 tonnersdieseltruck
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(200cuft)