Rates for Diff Items

8/13/2019 Rates for Diff Items

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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


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


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)

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