analysis & rates, analysis and rates for construction work, labour for construction work,...

Analysis & Rates

The capacity of doing work by an artisan or skilled labour in the form of quantity of work perday is known as the task work or out turn of the labour.

The out-turn of work per artisan varies to someextent according to the nature, size, height,situation, location, etc., In bigger cities wherespecialized and experienced labour is availablethe out-turn is greater than small towns andcountry sides. In well organized work lesslabour is required.

The following may be taken as the approximatequantity of work or out turn or task for anaverage artisan per day.

SNo.Particulars of

items

Quantity Perday

1 .

B r ick work inl ime orcement mor tarin founda t ionand p l inth

1.25cum (45cuf t)per mason

2 .

B r ick work inl ime orcement mor tarinsuperst ructu re


3 .

B r ick work inmud mor tar infoundat ionand p l inth


4 .

B r ick work inmud mor tar insuperst ructu re


5 .

B r ick incement orl ime mor tar ina rches

0.55 cum (20cuf t)per mason

6 .

B r ick incement orl ime mor tar injack arches

0.55 cum (20cuf t)per mason

7 .

Ha lf b ri ck w allin par t i t i on

5.00sqm (50sqf t)per mason

8 .

Coursedrubble s tonemasonry inl ime cemen tmor tarinc ludingd ress ing

0.80cum (30 cu f t )per mason

9 .

Randomrubble s tonemasonry inl ime orcement morta r


10.

Ashla rsmasonry inl ime orcement morta r


11.

S tone archwork


12.

L ime concretein founda t iono r f loo r

8.50cum (300cu ft)pe r mason

13.

L ime concretein roo fte rracing

6.00cum (200cu ft)pe r mason

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1 of 8 5/2/2013 11:55 AM

with cementor l ime mortar

18 .

Po int ing wi thcemen t o rl ime mor ta r

10.00sqm (100sqft )per mason

19 .

Wh itewashing o rco lourwashing coats

70.00sqm (700sqft )per w hit ew asher

20 .

Wh itewashing o rco lourwashing coats

200.00sqm (2000sq ft)per w hit ew asher

21 .

Pa int ing o rva rn ishingdoo rs o rwindow s onecoat

25sqm (250sqft )per pa inter

22 .

Coa l ta rr ingor sol igumpaint ing onecoat

35.00sqm (350sqft )per pa inter

23 .

Pa int ing largesu rface onecoat


24 .

Dis temperingone coat


25 .

2.5cm(1 ’) CCf loor

7 .50sqm (75sqft)pe r painte r

26 .

F lag s toref loor lay ingwith l ime o rcemen t mor ta rexclud ing LC


27 .

Br ick on edgein f loor l imeor cementmor ta rexclud ing LC


28 .

Br ick bat f loo ras in above


29 .

Timberframing sa l o rteak w ood

0 .07cum (2.5cuft )pe rca rpente r

30 .

Timberframing sa l o rcountry wood

0 .15cum (5cu ft)per carpenter

31 .

Doo r andwindowshutte rspaneled o rglazed

0 .15sqm (7sq ft) per carpente r

32 .

Doo r andwindowshutte rspaneled o rbatt ened

0 .80sqm (0.80sqf t)percarpen ter

33 .

Sawing hardwood

4 .00sqm (40sqft) pe r pai r o fsaw ers

34 .

Sawing sof twood

6 .00sqm (60sqft) pe r pai r o fsaw ers

35 .

Singleallahabadt i l ing o rmanga loret i l ing

6 .00sqm (60sqft) pe r t i l e layer

36 .

Doubleallahabadt i l ing

4 .00sqm (40sqft) pe r t i l e layer

37 .

Breaking ofbr ick bal les t40mm (11/2 ” )

0 .75cum (35cuft)pe r labourero r breaker

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In case of shuttering for even small bridges & culvert work theshuttering cribs or iron girders should be used.

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72 Comment(s)1 2 3 4 >>

By Anonymous - On 4/2/2013 11:35:30 AM

fine but add formula 2013

By Anonymous - On 2/28/2013 9:31:07 PM

Excellent data base


thanks a lot very good




2 of 8 5/2/2013 11:55 AM

gauge40 .

Breaking ofstone bal les t25mm (1 ” )gauge

0 .25cum (10cuft)pe r labourero r breaker

41 .

Ashlar s tonedressing

0 .70cum (25cuft)pe rs tonecutt er

42 .

F lag s tonedressing

1 .50sqm (25sqft)pe rs tonecutt er

43 .

Ea rthwork inexcava t ion inordinary soi l

3 .00cum (100cuft )per beldermazdoor

44 .

Ea rthwork inexcava t ion inhard so i l

2 .00cum (75cuft)pe r beldermazdoor

45 .

Excavat ion inso il

1 .00cum (35cuft)pe r beldermazdoor

46 .

Number ofbr icks la id bya mason inbr ick w orkupto a heightof 3m(10 ”)

600 b ricks per mason

47 .

Amoun t ofwork done bya mazdoorhelpe r pe rday

Mix 3 .00cum (100cuft )mor tar permazdoor

Del iver b ri ck 4000 nos to a distance o f 15m(50 ”) per mazdoor

Del iver mor tar 5 .5cum (200cuft ) per mazdoo r48 .

Scaffoldingcost f or singlesto reybui ld ing

Re .0.50pe rcum

(Rest .1.5%cu ft) o fb ri ck work .

Items 46,47 and 48 are based on the committee report on rates and cost government of India.

LABOUR (MAZDOOR) REQUIRED FOR DIFFERENTWORKS

Extracts from the report on productivity projectsin building industries issued by National BuildingOrganisation are given below:-

a) Earthwork per 28.30 cum (12000cuft )

1) Excava t ion in foundat ions, t renches etc . ,in ordinary soi l i nc luding disposal up to30m (100’ ) and l i f t of 1.5m(5ft ) –5 be ldarsand 4 mazdoors can do 28.30 cum(1000cu ft) pe r day.

2) Ref i l l i ng excavated ear th in foundat ions,pointh etc , inc luding consol ida t ion in 15cm(6 ”) layers -3 be ldars, 2 mazdoorsand ½ bhist i can do 28.30 cum (1000cuft) per day.

3) Disposal of surplus ear th wit hin a lead o f 30m (100’) -1 mazdoor can do2.83cum (100 cuf t ) per day.

b) Cem ent concrete work per 2.83 cum (100cuft )

l ay ing cement concrete – 2 beldars , 3 mazdoors , ¾ bh is t i and ¼ mason, can do2.83 cum (100 cuf t ) per day.

method / calculation of all construction workrelated with cement& OR there are any bookregarding the same.

Thanks


Civl work contactr


Dear team, do u have any software of filling ofBOQ of any cilvilwork for helping in the ratesof louber in the site plz help in this matter


this site is too good for providing informationabout the work item rate for analyzing the costof a particular job...


pls send youlabercharge without matteerialand with matteerial tottal2500 sqfeet area


This is very helpful for doing better rateanalysis. Thanks a lot.


very valuble of this


nice


good knowledgeable


very excellent


total conversion table


thanks a lot.Its very helpful. Keep updating

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3 of 8 5/2/2013 11:55 AM

3)Re in forcement work for R C C –1 b lacksmi th o r f i t ter and 1 beldar can bendand p lace in pos i t ion 1 quinta l (2 cwt ) o f s tee l per day.

d) Stone work per 2 .83 cum (100cuft ) -

Random rubb le mason ry wi th blue s tone in founda t ions-3 masons, 3 belda rs , 2mazdoors and 1 /4bhis t i can do 2 .83 cum (100cuft0 pe r day

e) Br ick work per 2 .83 cum (100cuft ) -

F i rs t c lass br ick w ork in 1:4 cement mortar in superstructu re par t i t ion wa ll s,junc t ions o f roof , parapet wal ls and s tr ing cou rse – 2½masons,4½ mazdoorsand 1 /2 bhis t i can do 2 .83 cum (100cuft) per day.

F) Wood work : -

1) For t he f rames of doo rs and w indows –2 carpen ters and 1 beldar can w ork0.18 cum (6.40cuft ) of wood equiva lent to door f rames 7.5cm x 10m of 1.2mx 2.1m (3 ’x4’of 3 ’x11’x7’)s ize per day.

2) For paneled , glazed, e tc , shutte rs-15 ca rpen ters and 4 belda rs can makeand f ix 4 shu tters 40 mm thick of size 2 .00m x 1.15m (1 ½ thick o f s ize of6’ -9x 3’ -9’) per day. Quant ity of wood pe r shutte r – 0.075 cum, ie2 .66 cu f t .

g) I ron work :-

1) Fix ing 40mm x 3mm=38cm(1 ½ “ x ½ ‘x 15”0 f la t iron hold fas ts -1 blacksmi th( I I class) , I mason and I beldar can f i x 36 hold fas ts pe r day.

2) Fixing 16mm d ia. 5/3” dia) M S rods –1 blacksmi th ( I I c lass) , 2 ca rpenters( I I class) and 3 mazdoors can f ix 16.5m (54r f t ) per day.

h) Floor ing: -

4cm th ick (1 1/2 “) th ick cement concrete f loo r ing o f 40sqm (400sqft ) requ ire 5masons, 4 belda rs , 3 mazdoors and 1 bhis t i per day for m ix ing laying andf in ish ing .

I ) Finishing :-

1) Plas ter ing w ith any mortar 12mm (5” ) th ick – 3 masons, 3 mazdoors and 1bh is t i can p las te r 40sqm (400a f t ) per day.2)Whi te wash ing o r colour washing (3 coats) – 1 whi te washer and 1 mazdoorcan do 60sqm (600sq ft) pe r day.3) Pa int ing two coats such as chocolate, red, g rey, etc on wood are steel –3Painters and 2 mazdoors can paint 10sqm (100sqf t) per day.


Thank u so much for this information.now ican easily calculate rate analysis.i want alsocurrent rate of this materials.


yesit is very helpful to mewant to ask one question you are given allthese labour constanthave u used cpwd or mes


This article is excellent. Thanx a lot. Pleasekeep updating

By vidyut raja - On 7/2/2012 8:15:48 PM

please send me complete rate analysis ofRCC slab or column on basis of 10 sq.mt orcu.mt or 100 sq.ft or cu.ft.with material & labour for concrete M30---thanks

1 2 3 4 >>




4 of 8 5/2/2013 11:55 AM

2. Br ick ba llas t 0.85 cum (30cuf t) 1.10 cum (40cuft)

3. Stone bal last 0.70 cum (25 cu f t ) 1.00 cum (35cuft)

4. Kankar 0.85 cum (30cuf t) 1.10 cum (40cuft)

5. Sand surkhi 0.85 cum (30cuf t) 1.10 cum (40cuft)

6. Lime 1.10 cum (40cuf t) 1.40 cum (50cuft)

7. Ti les Al lahabad o r Manga lore 275nos 400nos

8. Cement 15bags 20 bags

9. Steel 0.75 tonne 1 tonne

No te; A bu llock ……..ca r ry abou t one tonne load. The average speed fo r a bu llockcar t may be taken as 3 .20km (2 unit s) per hour and ¾ hour may be a l lowed for loadingand unload ing. Tak ing 8 hours work ing per day, the number o f t rips per day, can becalcu lated.

LOAD FOR TRUCKS ON PUCC A METALLED ROAD – Trucks3 t onners 5 tonners8 tonne rs d iese l t ruck Brick o r Al lahbad t i les o rManga lo re t i les1000nos 1500nos2000nos Cemen t, s tee l and o the rHeavy mate ria ls 3 tonne 5 tonne8 tonne Othe r mate r ia ls –Ballas t , Kanka r, gr i tSand coal , etc . , 2 .8cum 4.20cum5.6cum(100cu ft) (150cu ft) (200cuf t) On kachcha ea rthen road the load w il l be less by 33 per cent .

MATERIALS FOR DIFFERENT ITEMS OF WORKS The requ irement of mate ria ls for di ffe rent i tems of w orks i s as given below:-

Sl# Part icula rs Quanti ty 1. B ri cks (9 ” x 4 ½ “ x3” or 20 cm x

10cm x 10cm nominal s ize) fo rbr i ck wo rk

1350 nos for100cu ft

50000 nos per %cum (500nos.percum)

2. Dry mortar for b ri ck w ork 30% 30cuft for 100 cuf t 30cum fo r 100 cum3. S tone for rubble s tone masonry

125%125cu ft fo r 100cuf t

125cum fo r 100cum

4. Dry mor ta r fo r rubble s tonemasonry 42%

42cuft for 100 cuf t 42cum fo r 100 cum

5. B ri cks f or br i ck bal last for l imeconcrete

1050cuft for 100cuf t

37000cum for 100cum

6. B ri ck ba ts or b r ick bal las t fo rl ime concrete

150cu ft fo r 100cuf t

150cum fo r 100cum

7. B ri ck bal las t f or l ime concrete 100cu ft fo r 100cuf t

100cum fo r 100cum

Sl# Part icula rs Quanti ty

8. Dry mortar for l ime concre te Ifoundat ion and f loor 35%

35cuft for 100cuft 35cum fo r 100 cum

9. Dry mor tar for l ime concrete inroof ter rac ing 45%

45cuft for 100cuft 45cum fo r 100 cum

10 . Ma ter ia ls fo r cemen t concrete1:2 :4

Ballas t o r gr i t 88% 88cuft for 100cuft 88cum fo r 100 cum Sand 44% 44cuft for 100cuft 44cum fo r 100 cum




5 of 8 5/2/2013 11:55 AM

Cemen t 2 ¼cuft (2 bags)for 100cuft

0.08cum (24bags)fo r 100 cum

12 . B ri cks fo r R B work 1200 nos for100cu ft

42000nos/%cum(420 mps.[erc i, )

13 . Dry mortar for R B w ork 45% 45cuft for 100cuft 45cum fo r 100 cum14 . Dry mortar for 12mm (1/2 )

plas ter ing6cu ft fo r 100sq ft 2.00cum for 100

sqm15 . Dry mor tar f or po in t ing in

br ickwork2cu ft fo r 100sq ft 0.60cum for 100

sqm16 . L ime for wh ite wash ing one coa t 1kg for 100sqf t 10kg for 100 sqm17 . Dry distemper for i s t coat 0 .65 kg for 100sqf t 6 ½ kg fo r 100 sqm18 . Dry distemper for 2 nd coa t 0 .50 kg for 100sqf t 5kg f or 100 sqm

19 . Snow -C em for Is t coat 3kg for 100sqf t 30kg for 100 sqm20 . Snow -C em for 2nd coat 2kg for 100sqf t 20kg for 100 sqm

21 . Pain t ready mixed fo r paint ingone coa t

1 /3g l. fo r 100sq ft 10 lt r fo r 100 sqm

22 . Pain t (s t i f f ) for pain t ing one coa t 1kg for 100sqf t 10kg for 100 sqm23 . B ri cks (20 x 10 x 10cm) fo r b ri ck

f loor o r hal f br i ck wa ll500 nos for100sq ft

5000nos.for100sqm

24 . Dry mor ta r fo r b ri ck f loor or ha lfbr i ck wa ll

12cuft for 100sqft 3.20 cum for 100sqm

25 . B ri cks (9” x 4 ½ “ x3 ” ) fo r b ri ckf lat wo rk

350 nos for100sq ft

3500nos.for100sqm

26 . Dry mortar for b ri ck f lat f loor 8cu ft fo r 100sq ft 2.25cum for 100cum

27 . B ri cks (9 ” x 4 ½ “ x3 ”) requi redfor honey comb wal l

325 nos for100sq ft

3250 nos . for100sqm

28 . Dry mortar for honey comb w al l 8cu f t fo r 100sq ft 2.5cum fo r 100 cum29 . Ma ter ia ls for 2cm (3/4” ) thick

damp proo f cou rse of 1:2 cementmor tar

Cemen t 3cu ft (2.5bags) for100sq ft

0.90cum (27bags)fo r 100 cum

Sand 6cu ft fo r 100sq ft 1.80cum for 100cum

Compound o r impermo @ 1kgpe r bag of cemen t

2 .5kg f or 100sqft 27kg for 100 sqm

30 . Ma ter ia ls fo r 2.5cm (1” )cc 1:1 ½:3 damp p roof cou rse

S tone gr i t 8cu f t fo r 100sq ft 2.25cum for 100cum

Sand coarse 4cu ft fo r 100sq ft 1.13cum for 100cum

Cemen t 2 ½ cuft (2 ½bags) fo r 100sq ft

0.75cum for(221 /2bags) for100cum

Compound o r impermo @ 1kgpe r bag of cemen t

21/2 kg for 100sqf t 22½ kg for 100sqm

31 . B itumen or aspha lt fo r paint ingon D P C o r on roof – 1st coat

15 kg f or 100sqft 150 kg fo r 100 sqm

2nd coat 10 kg f or 100sqft 100 kg fo r 100 sqm32 . G G I sheet fo r roof 128sq ft for 100sqf t 128 sqmfor 100sqm33 . A G co r rugated sheet fo r roof 115sqft for 100sqft 115 sqmfor 100sqm34 . Timber fo r pane led door shutte r

4cm (1 ½”) th ick15cuft for 100sqft 4.5 cum fo r 100

cum35 . Timber for bat t end door shutte r

4cm (1 ½”) th ick13cuft for 100sqft 4.0 cum fo r 100

cum36 . Timber for paneled & glazed

shut ter 4cm (1 ½”) th ick11cuft f or 100sqft 3.0 cum fo r 100

cum Timber f or fu l ly glazed shutte r

4cm (1 ½”) th ick8cu ft fo r 100sq ft 2.0 cum fo r 100

cum




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