18/8/2014 Analysis & Rates, Analysis and rates for construction work, labour for construction work, Material required for construction

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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 tosome extent according to the nature, size,height, situation, location, etc., In biggercities where specialized and experiencedlabour is available the out-turn is greater thansmall towns and country sides. In wellorganized work less labour is required.

The following may be taken as theapproximate quantity of work or out turn ortask for an average artisan per day.

SNo.Particulars of items

Quantity Perday

1. B ric k work in l ime or c ement mortarin foundat ion and pl inth

1.25c um (45c uft )per mas on

2. B ric k work in l ime or c ement mortarin s upers t ruc ture

1.00c um (35c uft )per mas on

3. B ric k work in mud mortar infoundat ion and pl inth

1.50c um (55c uft )per mas on

4. B ric k work in mud mortar ins upers t ruc ture

1.25c um (45c uft )per mas on

5. B ric k in c ement or l ime mortar inarc hes

0.55 c um (20c uft )per mas on

6. B ric k in c ement or l ime mortar injac k arc hes

0.55 c um (20c uft )per mas on

7. Hal f bric k wal l in part i t ion 5.00s qm (50s qft )per mas on8. Cours ed rubble s tone mas onry in

l ime c ement mortar inc ludingdres s ing

0.80c um (30 c uft )per mas on

9. Random rubble s tone mas onry inl ime or c ement mortar

1.00c um (35c uft )per mas on

10. As hlars mas onry in l ime or c ementmortar

0.40c um (15c uft )per mas on

11. S tone arc h work 0.40c um (15c uft )per mas on12. Lime c onc rete in foundat ion or floor 8.50c um (300c uft )per mas on13. Lime c onc rete in roof t errac ing 6.00c um (200c uft )per mas on14. Lime c onc rete 1:2;4 5.00c um (175c uft )per mas on15. RB work 1.00c um (35c uft )per mas on16. RCC work 3.00c um (125c uft )per mas on17. 12mm (1/2) plas tering wi th c ement or

l ime mortar8.00s qm (80s qft )per mas on

18. Point ing wi th c ement or l ime mortar 10.00s qm (100s qft )per mas on19. W hi te was hing or c olour was hing

c oats70.00s qm (700s qft )per whi te

was her20. W hi te was hing or c olour was hing

c oats200.00s qm (2000s qft )per whi te

was her21. Paint ing or varnis hing doors or

windows one c oat25s qm (250s qft )per painter

22. Coal t arring or s ol igum paint ing onec oat

35.00s qm (350s qft )per painter

23. Paint ing large s urfac e one c oat 35.00s qm (350s qft )per painter24. Dis tempering one c oat 35.00s qm (350s qft )per painter25. 2.5c m(1’ ) CC floor 7.50s qm (75s qft )per painter26. F lag s tore floor lay ing wi th l ime or

c ement mortar ex c luding LC10.00s qm (100s qft )per painter

27. B ric k on edge in floor l ime or c ementmortar ex c luding LC

7.00s qm (70s qft )per painter

28. B ric k bat floor as in above 8.00s qm (80s qft )per painter29. Timber framing s al or t eak wood 0.07c um (2.5c uft )perc arpenter30. Timber framing s al or c ount ry wood 0.15c um (5c uft )per c arpenter31. Door and window s hut ters paneled or

glaz ed0.15s qm (7s qft ) per c arpenter

32. Door and window s hut ters paneled or

bat tened0.80s qm (0.80s qft )perc arpenter

33. Sawing hard wood 4.00s qm (40s qft ) per pai r ofs awers

34. Sawing s oft wood 6.00s qm (60s qft ) per pai r of

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18/8/2014 Analysis & Rates, Analysis and rates for construction work, labour for construction work, Material required for construction

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s awers35. S ingle al lahabad t i l ing or mangalore

t i l ing6.00s qm (60s qft ) per t i le lay er

36. Double al lahabad t i l ing 4.00s qm (40s qft ) per t i le lay er37. B reak ing of bric k bal les t 40mm

(11/2”) gauge0.75c um (35c uft )per labourer or

break er38. B reak ing of bric k bal les t 25mm (1”)

gauge0.55c um (20c uft )per labourer or

break er39. B reak ing of s tone bal les t 40mm

(11/2”) gauge0.40c um (10c uft )per labourer or

break er40. B reak ing of s tone bal les t 25mm (1”)

gauge0.25c um (10c uft )per labourer or

break er41. As hlar s tone dres s ing 0.70c um (25c uft )pers tonec ut ter42. F lag s tone dres s ing 1.50s qm (25s qft )pers tonec ut ter43. Earthwork in ex c avat ion in ordinary

s oi l3.00c um (100c uft )per belder

maz door44. Earthwork in ex c avat ion in hard s oi l 2.00c um (75c uft )per belder

maz door45. Ex c avat ion in s oi l 1.00c um (35c uft )per belder

maz door46. Number of bric k s laid by a mas on in

bric k work upto a height of 3m(10”)600 bric k s per mas on

47. Amount of work done by a maz doorhelper per day

Mix 3.00c um (100c uft )mortar permaz door

Del iver bric k 4000 nos to a dis tanc e of 15m (50”)per maz door

Del iver mortar 5.5c um (200c uft ) per maz door48. Sc affolding c os t for s ingle s torey

bui ldingRe.0.50perc um

(Res t .1.5%c uft ) of bric kwork .

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

LABOUR (MAZDOOR) REQUIRED FOR DIFFERENTWORKS

Extracts from the report on productivityprojects in building industries issued byNational Building Organisation are givenbelow:-

a ) Ea rthw ork pe r 28.30 cum (12000cuft)

1) Ex c avat ion in foundat ions , t renc hes et c . ,in ordinary s oi l inc luding dis pos al up to30m (100’ ) and l i ft of 1.5m(5ft ) –5 beldarsand 4 maz doors c an do 28.30 c um(1000c uft ) per day .

2) Refi l l ing ex c avated earth in foundat ions , pointh et c , inc luding c ons ol idat ionin 15c m(6”) lay ers -3 beldars , 2 maz doors and ½ bhis t i c an do 28.30 c um(1000c uft ) per day .

3) Dis pos al of s urplus earth wi thin a lead of 30m (100’ )-1 maz door c an do2.83c um (100 c uft ) per day .

b) Ce me nt concre te w ork pe r 2.83 cum (100cuft)

lay ing c ement c onc rete – 2 beldars , 3 maz doors , ¾ bhis t i and ¼ mas on, c an do2.83 c um (100 c uft ) per day .

c) R C C w ork:-

1) Lay ing reinforc ed c onc rete – 3 beldars , 3 maz doors , 1½ Bhis t i and ½ mas onc an do 2.83 c um (100c uft ) per day .2) Centering and s hut tering for flat s urfac es – 4 beldars and 4 c arpenters (IIc las s ) c an do 9.6s qm(96s qft ) per day .3)Reinforc ement work for R C C –1 blac k s mi th or fi t t er and 1 beldar c an bendand plac e in pos i t ion 1 quintal (2 c wt ) of s teel per day .

d) Stone w ork pe r 2.83 cum (100cuft)-

Random rubble mas onry wi th blue s tone in foundat ions -3 mas ons , 3 beldars , 2maz doors and 1/4bhis t i c an do 2.83 c um (100c uft0 per day

e) Brick w ork pe r 2.83 cum (100cuft)-

F i rs t c las s bric k work in 1:4 c ement mortar in s upers t ruc ture part i t ion wal ls ,junc t ions of roof, parapet wal ls and s t ring c ours e – 2½mas ons ,4½ maz doorsand 1/2 bhis t i c an do 2.83 c um (100c uft ) per day .

F) W ood w ork :-

1) For t he frames of doors and windows –2 c arpenters and 1 beldar c an work0.18 c um (6.40c uft ) of wood equivalent t o door frames 7.5c m x 10m of 1.2m x2.1m (3’x 4’of 3’x 11’x 7’ )s iz e per day .

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2) For paneled, glaz ed, et c , s hut ters -15 c arpenters and 4 beldars c an mak eand fix 4 s hut ters 40 mm thic k of s iz e 2.00m x 1.15m (1 ½ thic k of s iz e of6’ -9x 3’ -9’ ) per day . Quant i t y of wood per s hut ter – 0.075 c um, ie2.66 c uft .

g) I ron w ork :-

1) Fix ing 40mm x 3mm=38c m(1 ½ “ x ½ ‘x 15”0 flat i ron holdfas t s -1 blac k s mi th(II c las s ), I mas on and I beldar c an fix 36 holdfas t s per day .

2) Fix ing 16mm dia. 5/3” dia) M S rods –1 blac k s mi th (II c las s ), 2 c arpenters (IIc las s ) and 3 maz doors c an fix 16.5m (54rft ) per day .

h) Flooring: -

4c m thic k (1 1/2 “)t hic k c ement c onc rete flooring of 40s qm (400s qft ) requi re 5mas ons , 4 beldars , 3 maz doors and 1 bhis t i per day for mix ing lay ing andfinis hing.

I) Finishing :-

1) Plas tering wi th any mortar 12mm (5”) t hic k – 3 mas ons , 3 maz doors and 1bhis t i c an plas ter 40s qm (400a ft ) per day .2)W hi te was hing or c olour was hing (3 c oats ) – 1 whi te was her and 1 maz doorc an do 60s qm (600s qft ) per day .3) Paint ing two c oats s uc h as c hoc olate, red, grey , et c on wood are s teel –3Painters and 2 maz doors c an paint 10s qm (100s qft ) per day .

LOAD FOR A TW O –BULLOCKS CART

Quantity or Number

Sl# Pa rticula rs of ma te ria ls On Ka chcha Roa d On Pucca Roa d

1. B ric k 19 c m x 9c m x 9c m 275nos 400nos

2. B ric k bal las t 0.85 c um (30c uft ) 1.10 c um (40c uft )

3. S tone bal las t 0.70 c um (25 c uft ) 1.00 c um (35c uft )

4. Kank ar 0.85 c um (30c uft ) 1.10 c um (40c uft )

5. Sand s urk hi 0.85 c um (30c uft ) 1.10 c um (40c uft )

6. Lime 1.10 c um (40c uft ) 1.40 c um (50c uft )

7. Ti les A l lahabad or Mangalore 275nos 400nos

8. Cement 15bags 20 bags

9. S teel 0.75 tonne 1 tonne

Note; A bul loc k ……. .c arry about one tonne load. The average s peed for a bul loc k c artmay be tak en as 3.20k m (2 uni t s ) per hour and ¾ hour may be al lowed for loading andunloading. Tak ing 8 hours work ing per day , t he number of t rips per day , c an bec alc ulated.

LOAD FOR TRUCKS ON PUCCA METALLED ROAD – Truc k s 3 tonners 5 t onners 8 tonners dies el t ruc k Bric k or A l lahbad t i les orMangalore t i les 1000nos 1500nos 2000nos Cement , s teel and otherHeavy materials 3 t onne 5 t onne8 tonne Other materials –Bal las t , Kank ar, gri tSand c oal , et c . , 2.8c um 4.20c um5.6c um(100c uft ) (150c uft )(200c uft ) On k ac hc ha earthen road the load wi l l be les s by 33 per c ent .

MATERIALS FOR DIFFERENT ITEMS OF WORKS The requi rement of materials for di fferent i t ems of work s is as given below: -

Sl# Pa rticula rs Qua nti ty

1. B ric k s (9” x 4 ½ “ x 3” or 20 c m x10c m x 10c m nominal s iz e) forbric k work

1350 nos for100c uft

50000 nos per %c um (500nos .perc um)

2. Dry mortar for bric k work 30% 30c uft for 100 c uft 30c um for 100 c um

3. S tone for rubble s tone mas onry125%

125c uft for 100c uft

125c um for 100 c um

4. Dry mortar for rubble s tonemas onry 42%

42c uft for 100 c uft 42c um for 100 c um

5. B ric k s for bric k bal las t for l imec onc rete

1050c uft for 100c uft

37000c um for 100c um

18/8/2014 Analysis & Rates, Analysis and rates for construction work, labour for construction work, Material required for construction

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6. B ric k bats or bric k bal las t forl ime c onc rete

150c uft for 100c uft

150c um for 100 c um

7. B ric k bal las t for l ime c onc rete 100c uft for 100c uft

100c um for 100 c um

Sl# Pa rticula rs Qua nti ty

8. Dry mortar for l ime c onc rete Ifoundat ion and floor 35%

35c uft for 100c uft 35c um for 100 c um

9. Dry mortar for l ime c onc rete inroof t errac ing 45%

45c uft for 100c uft 45c um for 100 c um

10. Materials for c ement c onc rete1:2:4

Bal las t or gri t 88% 88c uft for 100c uft 88c um for 100 c um

Sand 44% 44c uft for 100c uft 44c um for 100 c um

Cement 22% 22c uft for 100c uft 22c um (60 bags )for100 c um

11. Materials for 2.5c m (1”)c c 1:2:4floor

S tone gri t 8c uft for 100s qft 2.40c um for 100c um

Sand 4c uft for 100s qft 1.20c um for 100c um

Cement 2 ¼c uft (2 bags )for 100c uft

0.08c um (24bags )for 100 c um

12. B ric k s for R B work 1200 nos for100c uft

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

13. Dry mortar for R B work 45% 45c uft for 100c uft 45c um for 100 c um

14. Dry mortar for 12mm (1/2)plas tering

6c uft for 100s qft 2.00c um for 100s qm

15. Dry mortar for point ing inbric k work

2c uft for 100s qft 0.60c um for 100s qm

16. Lime for whi te was hing one c oat 1k g for 100s qft 10k g for 100 s qm

17. Dry dis temper for is t c oat 0.65 k g for 100s qft 6 ½ k g for 100 s qm

18. Dry dis temper for 2nd c oat 0.50 k g for 100s qft 5k g for 100 s qm

19. Snow-Cem for Is t c oat 3k g for 100s qft 30k g for 100 s qm

20. Snow-Cem for 2nd c oat 2k g for 100s qft 20k g for 100 s qm

21. Paint ready mix ed for paint ingone c oat

1/3gl . for 100s qft 10l t r for 100 s qm

22. Paint (s t i ff) for paint ing one c oat 1k g for 100s qft 10k g for 100 s qm

23. B ric k s (20 x 10 x 10c m) for bric kfloor or hal f bric k wal l

500 nos for 100s qft 5000nos . for 100s qm

24. Dry mortar for bric k floor or hal fbric k wal l

12c uft for 100s qft 3.20 c um for 100s qm

25. B ric k s (9” x 4 ½ “ x 3”) for bric kflat work

350 nos for 100s qft 3500nos . for 100s qm

26. Dry mortar for bric k flat floor 8c uft for 100s qft 2.25c um for 100c um

27. B ric k s (9” x 4 ½ “ x 3”) requi redfor honey c omb wal l

325 nos for 100s qft 3250 nos . for100s qm

28. Dry mortar for honey c omb wal l 8c uft for 100s qft 2.5c um for 100 c um

29. Materials for 2c m (3/4”)t hic kdamp proof c ours e of 1:2 c ementmortar

Cement 3c uft (2.5bags ) for100s qft

0.90c um (27bags )for 100 c um

Sand 6c uft for 100s qft 1.80c um for 100c um

Compound or impermo @ 1k g perbag of c ement

2.5k g for 100s qft 27k g for 100 s qm

30. Materials for 2.5c m (1”)c c 1:1 ½:3 damp proof c ours e

S tone gri t 8c uft for 100s qft 2.25c um for 100c um

Sand c oars e 4c uft for 100s qft 1.13c um for 100c um

Cement 2 ½ c uft (2 ½bags ) for 100s qft

0.75c um for(221/2bags )for100c um

Compound or impermo @ 1k g perbag of c ement

21/2 k g for 100s qft 22½ k g for 100s qm

31. B i t umen or as phal t for paint ing

on D P C or on roof – 1s t c oat

15 k g for 100s qft 150 k g for 100 s qm

2nd c oat 10 k g for 100s qft 100 k g for 100 s qm

32. G G I s heet for roof 128s qft for 100s qft 128 s qmfor 100s qm

33. A G c orrugated s heet for roof 115s qft for 100s qft 115 s qmfor 100s qm

34. Timber for paneled door s hut ter4c m (1 ½”) t hic k

15c uft for 100s qft 4.5 c um for 100c um

35. Timber for bat tend door s hut ter4c m (1 ½”) t hic k

13c uft for 100s qft 4.0 c um for 100c um

36. Timber for paneled & glaz eds hut ter 4c m (1 ½”) t hic k

11c uft for 100s qft 3.0 c um for 100c um

Timber for ful ly glaz ed s hut ter4c m (1 ½”) t hic k

8c uft for 100s qft 2.0 c um for 100c um