Cement Constants Material Constants of all Kinds of Civil Works

COEFFICIENTS FOR CEMENT CONSUMPTION

399

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 3.0 MORTAR Code No.

Description

Unit

Quantity of cement per unit quantity of work (Quintals)

3.1

Cement Mortar 1:1 (1 cement : 1 fine sand).

cum

10.20

3.2

Cement mortar 1:2 (1 cement : 2 fine sand).

cum

6.80

3.3


cum

5.10

3.4


cum

3.80

3.5


cum

3.10

3.6


cum

2.50

3.7

Cement mortar 1:2 (1 cement : 2 coarse sand).

cum

6.80

3.8


cum

5.10

3.9


cum

3.80

3.10


cum

3.10

3.11


cum

2.50

3.12

Cement mortar 1:2 (1 cement : 2 stone dust).

cum

6.80

3.13

Cement mortar 1:2 (1 cement : 2 marble dust).

cum

6.80

3.14

Cement mortar 1:5 (1 cement : 5 marble dust).

3.15

White cement mortar 1:2 (1 white cement : 2 marble dust).

cu m

6.80*

3.16


cu m

5.10*

3.17


cu m

3.10*

3.10

* denotes the White Cement.

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-3.0 MORTAR MORTAR

401

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 4.0 CONCRETE WORK Code No.

Description

Unit


1:1: 1:1:2 2 (1 (1 Cem Cemen entt : 1 coar coarse se sand sand : 2 grad graded ed ston stone e aggregate 20 mm nominal size)

cum

6.10

1:1½ 1:1½:3 :3 (1 Ceme Cement nt : 1½ 1½ coa coars rse e san sand d : 3 gra grade ded d sto stone ne aggregate 20 mm nominal size)

cum

4.00

1:2: 1:2:4 4 (1 (1 cem cemen entt : 2 coar coarse se sand sand : 4 grad graded ed ston stone e aggregate 20 mm nominal size)

cum

3.20


cum

3.20


cum

2.20


cum

2.20

1:3: 1:3:6 6 (1 (1 Cem Cemen entt : 3 fin fine e san sand d : 6 gra grade ded d st stone one aggregate 40 mm nominal size)

cum

2.20


cum

1.70

1:4: 1:4:8 8 (1 (1 cem cemen entt : 4 fin fine e san sand d : 8 gra grade ded d st stone one aggregate 40 mm nominal size)

cum

1.70

1:5: 1:5:10 10 (1 ceme cement nt : 5 coar coarse se sand sand : 10 10 gra grade ded d sto stone ne aggregate 40 mm nominal size)

cum

1.30

1:5: 1:5:10 10 (1 ceme cement nt : 5 fine fine sand sand : 10 10 gra grade ded ds sto tone ne aggregate 40 mm nominal size)

cum

1.30

1:2: 1:2:3½ 3½:9 :9 (1 ordi ordina nary ry port portlan land d cem cemen entt : 2 Fly Fly ash ash : 3½ coarse sand : 9 graded stone aggregate 40 mm nominal size)

cum

1.70

1:2½ 1:2½:4 :4:1 :11 1 (1 (1 ord ordin inar ary y por portl tlan and d cem cemen entt : 2½ fly fly ash : 4 coarse sand : 11 graded stone aggregate 40 mm nominal size)

cum

1.30


cum

6.10

1:1½ 1:1½:3 :3 (1 ceme cement nt:1 :1½ ½c coa oars rse e san sand: d:3 3 gra grade ded d sto stone ne aggregate 20 mm nominal size)

cum

4.00

CEMENT CONCRETE (CAST - IN- SITU) 4.1

P/L ce cement co concrete - all wo works u up pto pl plint inth le level : 4.1. 4.1.1 1 4.1. 4.1.2 2 4.1. 4.1.3 3 4.1. 4.1.4 4 4.1. 4.1.5 5 4.1. 4.1.6 6 4.1. 4.1.7 7 4.1. 4.1.8 8 4.1. 4.1.9 9 4.1. 4.1.10 10 4.1. 4.1.1 11 4.1. 4.1.12 12

4.1. 4.1.13 13

4.2 4.2

P/L P/L cem cemen entt con conc cret rete in in ret retai aini ning ng wall walls, s, ret return urn wal walls ls etc. etc.:: 4.2. 4.2.1 1 4.2. 4.2.2 2

402

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-4.0 CONCRETE WORK

Code No.

Description

4.2. 4.2.3 3 4.2. 4.2.4 4 4.2. 4.2.5 5 4.2. 4.2.6 6 4.2. 4.2.7 7 4.2. 4.2.8 8 4.4

Unit



cum

3.20


cum

3.20


cum

2.20


cum

2.20

1:3: 1:3:6 6 (1 (1 cem cemen entt : 3 fin fine e san sand d : 6 gra grade ded d st stone one aggregate 40 mm nominal size)

cum

2.20

1:5: 1:5:10 10 (1 ceme cement nt : 5 coar coarse se sand sand : 10 10 gra grade ded d sto stone ne aggregate 40 mm nominal size)

cum

1.30


cum

3.20


cum

2.20

1:1½ 1:1½:3 :3 (1 ceme cement nt:1 :1½ ½c coa oars rse e san sand: d:3 3 gra grade ded d sto stone ne aggregate 20 mm nominal size)

cum

4.05


cum

3.19


cum

2.19

cum

3.25


cum

3.76


cum

2.76


cu m

2.099


cu m

1.693

P/L cement co concrete in in k ke erbs, st steps e ettc.: 4.4. 4.4.1 1 4.4. 4.4.2 2

CEMENT CONCRETE (PRE-CAST) 4.5 4.5

P/L P/L pre prec cast ast ceme cement nt concr oncret ete e st string ring or laci lacing ng cour course ses, s, copings etc.: 4.5. 4.5.1 1 4.5. 4.5.2 2 4.5. 4.5.3 3

4.6 4.6

P/L P/L prec precas astt cem cement ent conc concre rete te in kerb kerbs, s, edgin dgings gs etc etc.: 4.6. 4.6.1 1

4.7

P/L precast cement concrete solid bloc locks: 4.7. 4.7.1 1 4.7. 4.7.2 2

4.8

1:2: 1:2:4 4 ( 1 cem cemen entt : 2 coar coarse se sand sand : 4 grad graded ed ston stone e aggregate 20 mm nominal size)

P/L precast cement concrete hollow low bloc locks: 4.8. 4.8.1 1 4.8. 4.8.2 2

COEFFICIENTS FOR CEMENT CONSUMPTION CONSUMPTION S.H.-4.0 CONCRETE WORK

403

Code No. 4.9 4.9

Description

Unit


Prec Precas asti ting ng and and plac placin ing g in posi positi tion on 125 125 mm dia dia Bol Bolla lard rds s 600 mm high. each 0.097 DAMP- PROOF COURSE

4.10

P/L D.P.C. 40 mm thick with C.C. (1:2:4).

sqm

0.13

4.11

P/L D.P.C. 50 mm thick with C.C. (1:2:4).

sqm

0.16

sqm

0.11

MISCELLANEOUS 4.17

Making plinth protection 50 mm thick of cement concrete 1:3:6

4.19

P/L Re Ready mi mixed co concrete us using flflyash:

4.20

404

4.19 4.19.1 .1

All All wor works upto upto plin plintth leve levell

4.19.1.1

M-15 grade plain cement concrete

cum

2.40

4.19.1.2


cum

2.20

4.19 4.19.2 .2

All All work works s abov above e pli plint nth h and and upt upto o flo floor or V leve levell

4.19.2.1


cum

2.40

4.19.2.2


cum

2.20

P/L ready mix plain cement concrete : 4.20 4.20.1 .1

All All wor works upto upto plin plintth leve levell

4.20.1.1


cum

2.40

4.20.1.2


cum

2.20

4.20 4.20.2 .2

All All work works s abov above e pli plint nth h and and upt upto o flo floor or V leve levell

4.20.2.1


cu m

2.40

4.20.2.2


cum

2.20

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-4.0 CONCRETE WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 5.0 REINFORCED CEMENT CONCRETE Code No.

Description

Unit



cum

6.10

1:1. 1:1.5: 5:3 3 (1 (1 cem cemen entt : 1.5 1.5 coa coars rse e san sand d : 3 gra grade ded d sto stone ne aggregate 20 mm nominal size)

cum

4.00


cum

3.20


cum

6.10

1:1. 1:1.5: 5:3 3 (1 (1 cem cemen entt : 1.5 1.5 coa coars rse e san sand d : 3 gra grade ded d sto stone ne aggregate 20 mm nominal size)

cum

4.00


cum

3.20

CAST-IN-SITU 5.1

P/L R.C.C. upto plinth level : 5.1. 5.1.1 1 5.1. 5.1.2 2 5.1. 5.1.3 3

5.2

R.C.C work in walls etc.: 5.2. 5.2.1 1 5.2. 5.2.2 2 5.2. 5.2.3 3

5.3

R.C.C. (1:2:4) work in beams etc.

cum

3.20

5.4

R.C.C. (1:2:4) work in kerbs, steps etc.

cum

3.20

5.5

R.C.C. (1:2:4) work in arches,domes etc.

cum

3.20

5.6

R.C.C. (1:2:4) work in chimneys & shafts.

cum

3.20

5.7

R.C.C. (1:2:4) work in well-steining.

cum

3.20

5.8 5.8

R.C. R.C.C. C. (1:1 (1:1.5 .5:3 :3)) wor work k in in ver verti tica call and and hori horizo zont ntal al fins fins indi indivi vidu dual ally ly or forming box louvers, facias and eaves boards.

cum

4.00

P/F P/F pre preca cast st R.C. R.C.C. C. (1:2 (1:2:4 :4)) wor work k in in str strin ing g cou cours rses es,, ban bands ds,, copings, bed plates, anchor blocks, plain window sills etc.

cum

3.19

P/F P/F pre preca cast st R.C. R.C.C. C. (1:2 (1:2:4 :4)) in in sma small ll lint lintel els s not not exce exceed edin ing g 1.5m clear span.

cum

3.16

P/F P/F pre preca cast st R.C. R.C.C. C. (1:2 (1:2:4 :4)) in in mou mould ldin ings gs as in corn cornic ices es,, windows sills etc.

cum

3.19

5.15

P/F precast R.C.C. (1:2:4) in lintels, beams and bressumers etc. cum

3.19

5.16

P/F precast R.C.C. (1:2:4) in shelves.

cum

3.80

5.17 5.17

P/F P/F pre preca cast st R.C. R.C.C. C. (1:2 (1:2:4 :4)) in in v ver erti tica call & hori horizo zont ntal al fins fins indi individ vidua uall lly y or forming box louvers. cum

4.36

PRE - CAST R.C.C. 5.12 5.12 5.13 5.13 5.14 5.14

5.18 5.18

Fixi Fixing ng prec precas astt cem cemen entt con concr cret ete e Jal Jalii (1: (1:2: 2:4) 4).. 5.18.1

50 mm thick

100 sqm

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-5.0 REINFORCED CONCRETE WORK

1.64*

405

Code No.

Description

Unit


5.18.2

40 mm thick

100 sqm

1.64*

5.18.3

25 mm thick

100 sqm

1.64*

Enca Encasi sing ng roll rolled ed stee steell sec secti tion ons, s, in beam beams s and and colu column mns, s, with with cement concrete (1:2:4).

cum

3.20

Enca Encasi sing ng roll rolled ed stee steell sec secti tion on in gril grilla lage ges s wit with h cem cemen entt concrete (1:2:4).

cum

3.20

100 sqm

3.67

* Cement for fixing only. only. ENCASING ROLLED STEEL SECTION 5.19 5.19 5.20 5.20

MISCELLANEOUS 5.23 5.23 5.24 5.24

Smooth Smoo th fini finish shin ing g of of exp expos osed ed surf surfac ace e of of R.C R.C.C .C.. wor work k wit with h 6 mm thick cement mortar (1:3). Rend Render erin ing g smo smoot oth h the the top top of of sus suspe pend nded ed floo floors rs,, lan landi ding ngs s and and staircases with cement mortar (1:2). 100sqm 4.17

5.27

Providing and filling in position bitumen mix filler.

per cm depth per cm width per 100m

0.00032

DESIGN MIX CONCRETE 5.33

P/L Design mix concrete (M-25).

5.34 5.34

Extr Extra a for for prov provid idin ing g rich richer er mixe mixes s at all all flo floor or leve levels ls : 5.34 5.34.1 .1 5.34 5.34.2 .2 5.34 5.34.3 .3

cum

3.30*

Prov Provid idin ing g M-30 M-30 gra grade de con concr cret ete e inst instea ead d of M-25 M-25 gra grade de B.M.C/ R.M.C. cum

0.10*

Prov Provid idin ing g M-35 M-35 gra grade de con concr cret ete e inst instea ead d of M-25 M-25 gra grade de B.M.C./ R.M.C. cum

0.20*

Prov Provid idin ing g M-40 M-40 gra grade de con concr cret ete e inst instea ead d of M-25 M-25 gra grade de B.M.C./ R.M.C. cum

0.30*

5.36

P/F precast R.C.C. in waffle units.

cu m

4.16*

5.37 5.37

P/L P/L RMC RMC ma manu nufa fact ctur ured ed in full fully y aut autom omat atic ic batc batchi hing ng plan plantt M-25 grade R.C.C.

cum

3.30*

5.40

P/L design mix cement concrete M-25 using Fly ash. * Actual weight for design mix will be worked out taking into consideration the cement requirement as per particular mix design.

cum

3.30*

5:47:1

P/F factory made precast RCC M.40 doors & windows

Mtrs.

0.049

5:47:2


Mtrs.

0.044

5:47:3


Mtr.

0.041

5.48 5.48

Prov Provid idin ing g and and llay ayin ing g RCC RCC for for cons constr truc ucti tion on of pier piers s abu abutm tmen ents ts portal frames etc.

Cu m

. 4.80

Constructing cost insitu RCC diaphram wall by providing …..

Cum.

4.14

5.49

406

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-5.0 REINFORCED CONCRETE WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 6.0 BRICK WORK Code No. 6.1 6.1

6.2 6.2

6.3 6.3

6.4

6.7 6.7

Description

Unit


Bric Brick k wor work k in in fou found ndat atio ion n & plin plintth wit with h non non mo modu dula larr br brick icks. 6.1.1

Cement mortar 1:4 (1 cement : 4 coarse sand)

cum

0.95

6.1.2


cum

0.625

Bric Brick k work work in foun founda dati tion on & plin plinth th wit with mod modul ular ar bric bricks ks.. 6.2.1


cum

0.836

6.2.2


cum

0.55

Bric Brick k work work wit with ma mach chin ine e mo moul ulde ded d perf perfor orat ated ed bric brick ks. 6.3.1

With non modular bricks.

cu m

0.625

6.3.2

With modular bricks.

cum

0.55

Brick work in superstructure. 6.4.1


cum

0.95

6.4.2


cum

0.625

Half Half bric brick km mas ason onry ry in cem emen entt mor morttar (1: (1:3) for for clo closi sing ng cavi cavitty 5 to 7.5 cm wide in cavity wall.

100 metre

3.86

6.8

Brick work 7 cm in cement mortar (1:3).

100 sqm

9.23

6.9& 6.10

Brick work in plain & gauged arches in cement mortar (1:3).

cum

1.28

HALF BRICK MASONRY 6.12 6.12& & 6.13

Half Half bric brick k maso masonr nry y in fou found ndat atio ions ns & plin plinth th and and sup super erst stru ruct ctur ure. e. 6.12.1 & 6.13.1


100 sqm

14.28

6.12.2 & 6.13.2


100 sqm

10.64

BRICK TILE WORK 6.16 6.16

ile ile br brick ick ma maso sonr nry y in in fou found ndat atio ion n and and plin plintth. : 6.16.1


cum

1.52

6.16.2


cum

1.00

6.17 6.17& & 6.18

Tile Tile bri brick ck mas mason onry ry with with m/c m/c mou mould lded ed til tiles es in in ceme cement nt mor morta tarr 1:6 (1 cement : 6 coarse sand).

cum

1.00

6.20 6.20 & 6.21

Tile bri brick ck mas mason onry ry wit with h tile tile bric bricks ks in in plain plain/g /gau auge ged d arch arches es work in in cement mortar (1:4).

cum

1.33

6.22

Tile brick masonry work 5 cm thick in cement mortar (1:3).

100 sqm

7.65

COEFFICIENTS FOR CEMENT CEMENT CONSUMPTION S.H.-6.0 BRICK WORK

407

Code No.

Description

Unit


HONEY COMB WORK 6.23

Honey-comb brick work 10/11.4 cm thick in cement mortar 1:4. 100 sqm

6.56

EXPOSED BRICK WORK 6.26

Brick work with selected bricks in cement mortar (1:6).

cum

0.625

6.27

Brick work with modular bricks in cement mortar (1:6).

cum

0.55

6.28 6.28

Bric Brick k wor work k wit with h mac machi hine ne mo moul ulde ded d mod modul ular ar bric bricks ks in ceme cement nt mortar (1:6).

cum

0.55

Bric Brick k wor work k wit with h m/c m/c mo moul ulde ded d F.P F.P.S .S.. bri brick cks s in in cem cemen entt mortar (1:6).

cum

0.625

Bric Brick k work work with with ma mach chine ine mo moul ulde ded d perf perfor orat ated ed F.P.S .P.S.. bric bricks ks in cement mortar (1:6).

cum

0.625

Bric Brick k wor work k wit with h mac machi hine ne mo moul ulde ded d per perfo fora rate ted d mod modul ular ar bric bricks ks in cement mortar (1:6).

cum

0.55

6.29 6.29 6.30 6.30 6.31 6.31 6.32 6.32

6.34 6.34

6.35 6.35

6.36 6.36

Bric Brick k wor work k wit with h cla clay y fly flyas ash h F. F.P.S. .S. bric brick. k. 6.32.1


cum

0.95

6.32.2


cum

0.625

Bric Brick k work work with with non non mod modul ular ar fly fly ash ash lim lime e bri brick cks s (F (FALG ALG Bri Brick cks) s) in in : 6.34.1


cum

0.95

6.34.2

Cement mortar 1:6 (1 cement : 6 Coarse sand)

cum

0.625

Bric Brick k wor work k wit with h mod modul ular ar calc calciu ium m sil silic icat ate e bri brick cks sm mac achi hine ne moulded in : 6.35.1


cum

0.836

6.35.3

Cement mortar 1:6 (1 cement : 6 Coarse sand)

cum

0.55

Cement Mortar 1:4 ( 1 cement : 4 coarse sand)

cum

0.836

Bric Brick k wor work k wit with h mod modul ular ar extr extrud uded ed burn burntt fly fly ash ash cla clay y sew sewer er bricks in cement mortar (1:3).

cu m

1.275

Auto Autocl clav aved ed aera aerate ted d ceme cement nt bloc blocks ks ma maso sonr nry y with with 100m 100mm m thick AAC blocks in cement mortar (1:4).

cum

0.57

Bric Brick k wor work k wit with h mod modul ular ar extr extrud uded ed burn burntt fly fly ash ash cla clay y sew sewer er bricks in : 6.36.1

6.37 6.37 6.38 6.38 6.44 6.44

Bric Brick k edg edgin ing g 7 cm cm wid wide e in in cem cemen entt mor morta tarr (1: (1:4) 4).. 100 100 me metr tre e 0.1 0.137 37

6.4 6.45

Half Half bric brick km ma asonr sonry y wit with h non non modul odular ar FALG ALG br bricks icks..

408

6.45.1

Cement mortar 1:3 (1 cement :3 coarse sand).

100 sqm

14.28

6.45.2

Cement mortar 1:4 (1 cement :4 coarse sand).

100 sqm

10.64

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-6.0 BRICK WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 7.0 STONE WORK Code No.

Description

Unit


cum

0.825

cum

0.750

cum

0.750

Stone tone work work in plai plain n ash ashla larr in in cem cemen entt mor morta tarr (1: (1:6) 6) incl includ udin ing g pointing with white cement mortar (1:2).

cum

0.54

7.13 7.13& & 7.14

Stone tone wor work k plai plain n ashl ashlar ar in in arch arches es/d /dom omes es in in ceme cement nt mor morta tarr (1:3 (1:3)) including pointing with white cement mortar (1:2).

cum

1.07

7.15 7.15

Stone tone work work ashl ashlar ar punc punche hed d in in cem cemen entt mor morttar 1:6) 1:6) incl includ udin ing g pointing with white cement mortar (1:2).

cum

0.54

cum

0.54

RANDOM RUBBLE MASONRY 7.1& 7.2

Random rubble masonry with cement mortar (1:6). COURSED RUBBLE MASONRY

7.6

Coursed rubble masonry (first sort ort) with : 7.6.1

7.7


Coursed rubble masonry (second sort) wit with : 7.7.1


ASHLAR MASONRY 7.12 7.12

SUNK, MOULDED, CARVED ASHLAR MASONRY 7.20 7.20

Stone tone work work sunk sunk and and / or or mou mould lded ed incl includ udin ing g poi point ntin ing g wit with h whi white te cement mortar (1:2). MISCELLANEOUS STONE WORK

7.23 7.23

7.25 7.25

Stone tone work work (mac (machi hine ne cut cut edge edges) s) for for wall wall linin lining g etc etc.. (ven (venee eerr work work)) in cement mortar (1:3) including pointing in whi te cement mortar (1:2). 1 0 0 s qm

9.18 + 1.56*

P/F P/F st stainl ainles ess s ste steel el cram cramps ps in ston stone e wal walll lin linin ing g in in cem cemen entt mortar (1:2).

kg

7.26

P/F stone dowels 10x5x2.50 cm in cement mortar (1:2) .

each

0.007

7.27 7.27

P/F P/F cop coppe perr p pin ins s7 7.5 .5 cm long long 6 mm mm diam diamet eter er in ston stone e wal walll lining in cement mortar (1:2).

each

0.007

7.28 7.28 7.29 7.29

7.30 7.30 7.31

P/F P/F slo slopi ping ng chaj chajja ja of ston stone e 40 40 mm mm thi thick ck and and upt upto o 80 80 cm cm wid wide e in in cement mortar (1:4) i/c pointing in white cement mortar (1:2). 100 sqm

0.07

5.59

P/F P/F hor horiz izon onta tall cha chajj jja a of of sto stone ne 40 mm thic thick ka and nd upto upto 80 cm projection in cement mortar (1:4) i/c pointing in white cement mortar (1:2).

1 0 0 s qm

4.94 + 0.03*

P/F P/F 30 30 mm mm red red sand sand ston stone e sun sun-s -sha hade de with with ceme cement nt mo mort rtar ar 1:4 1:4 including finishing complete.

100 sqm

2.19

Providing and fixing red sand stone brackets 55x22.5x45cm.

100nos

3.02

COEFFICIENTS FOR CEMENT CONSUMPTION CONSUMPTION S.H.-7.0 STONE WORK

409

Code No.

7.32

7.36 7.36

7.37 7.37

7.38 7.38

Description

Unit


Stone tone work work,, pla plain in in cop copin ings gs,, cor corni nice ces, s, stri string ng cour course ses s etc etc.. in Cement mortar 1:6 including pointing with white cement mortar (1:2).

cum

0.54

Wall all lin linin ing g but butch ch work work with with Dhol Dholpu purr sto stone ne 40 mm thic thick, k, in cement mortar (1:3) including ruled pointing in cement mortar (1:2).

1 0 0 s qm

15.50 +1.70*

Stone tone work work ( mac machi hine ne cut cut edg edges es)) for for wall wall lini lining ng with with grou groutt of of 12 mm thick in cement mortar (1:3) and jointed with Cement mortar (1:2).

100 sqm

13.744

Stone tone tile tile work work for for wal walll lin linin ing g wit with h 12 12 mm mm thi thick ck bed bed in in cem cemen entt mortar (1:3).

sqm

10.44 + 1.70*

STONE WORK IN DRY CLADDING 7.41 7.41

P/F P/F str struc uctu tura rall stee steell fram frame e (fo (forr dry dry ston stone e clad claddi ding ng)) embe embedd dded ed in brick wall with cement concrete block (1:2:4)

100kg

1.05

* White cement

410

COEFFICIENTS FOR CEMENT CONSUMPTION CONSUMPTION S.H.-7.0 STONE WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 8.0 MARBLE & GRANITE WORK Code No. 8.1 8.1 8.2 8.2

8.4 8.4

8.7 8.7

8.9 8.9

Description

Unit

Marbl arble e wor work k1 18 8 mm mm thi thick ck for for wal walll lin linin ing g in in cem cemen entt mo mortar rtar 1:3 1:3 1 100 00 including pointing with white cement mortar 1:2. sqm

Quantity of cement per unit quantity of work (Quintals) 8.67 + 1.70*

P/F P/F 18m 18mm m thi thick ck gang gang saw saw cut cut mirr irror poli polish shed ed prem premou ould lde ed and and prepolished) machine cut for kitchen ki tchen platforms, vanity counters 100 etc. laid over 20mm thick base cement mortar 1:4.

sqm

9.12

Ext Extra for for fix fixin ing g mar marbl ble e /gr /gran anit ite e st stone one ov over and abov above e cor corrresesponding basic item, in facia and drops of width upto 150 mm with epoxy 100 resin based adhesive including cleaning etc. complete.

metre

1.27

P/F P/F cram ramps in RCC/ RCC/ CC back backin ing g with with cem cement ent mo morrtar 1:2 1:2 . 8.7.1

Gunmetal cramps

kg

0.0635

8.7.2

Stainless steel cramps

kg

0.0701

Stone one til tile e wor work k for for wall wall lini lining ng over over 12m 12mm thi thick ck bed bed of of cem cemen entt mortar (1:3) and cement slurry @ 3.3 kg/sqm including pointing 100 in white cement complete.

sq m

10.44 + 1.90*

8.11

P/F Machine cut Mirror/edge polished

100 Sqm.

8.16 + 3.30*

8.12

P/L flamed finish granite stone flooring

100 sqm.

13.50

* White cement

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-8.0 MARBLE & GRANITE WORK

411

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 9.0 WOOD AND P.V.C. WORK Code No.

Description

Unit


MISCELLANEOUS - WOOD WORK 9.32 9.32 9.34 9.46 9.46 9.47 9.47 9.53 9.53

412

P/F P/F 50x 50x50 50x5 x50 0 mm mm 2nd 2nd cla class teak eak woo wood d plu plugs gs in cem cement ent mortar 1:3.

100 nos.

0.01

P/F 2nd class teak wood plain lining with wooden plugs. P/F P/F cur curta tain in rods rods of 1.25 1.25 mm thic thick k chr chrom omiu ium m pla plate ted d bra brass ss brackets with wooden plugs, etc.

1 0 0 s qm

0.055

100 metre

0.01

Prov Provid idin ing g and and fixi fixing ng nick nickel el plat plated ed M.S. M.S. pipe pipe curt curtai ain n rod rods s with nickel plated brackets.

100 metre

0.01

100 nos

1.10

Prov Provid idin ing g 40x 40x5 5 mm mm flat flat iron iron hold hold fast fast 40 cm long long with with cement concrete block 30x10x15cm 1:3:6 mix.

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-8.0 WOOD AND PVC WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 10.0 MARBLE & GRANITE WORK Code No.

Description

Unit


10.4

P/F 1 mm thick M.S. sheet sliding-shutters with frame.

100 sqm

0.35

10.5

P/F 1 mm thick M.S. sheet door with frame.

100 sqm

0.35

10.6

Supplying and fixing rolling shutters.

1 00 s q m

0.35

10.10.1 & Fixing standard steel glaze door windows etc. 10.11.1

100 kg

0.13

10.13.1

P/F ‘T’ iron froms for doors windows & ventilators

100 kg

0.11

10.1 10.15 5

Prov Provid iding ing and and fix fixin ing g M.S M.S.. Tubul ubular ar fram frames es for for d doo oors rs,, windows, ventilators and cupboard with 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 mix.

100 k g

0.28

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-10.0 STEEL WORK

413

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 11.0 FLOORING Code No. 11.1

11.3

Description

Unit


Brick on edge flooring. 11.1.1

1:4 (1 cement : 4 coarse sand)

sqm

0.1850

11.1.2

1:6 (1cement : 6 coarse sand)

sqm

0.1285

40mm thick with 20mm nominal size stone aggregate sqm

0.17

Cement co concrete flflooring 1: 1:2:4. 11.3.1

11.4

52 mm thick cement concrete flooring.

sq m

0.231

11.5

62 mm thick cement concrete flooring.

sq m

0.263

11.6

Cement plaster skirting with cement mortar (1:3).

sqm

0.14

11.7

Cement concrete pavement with C.C. (1:2:4).

cu m

3.20

TERRAZO FLOORING 11.9 1.9

11.10 1.10

11.1 1.11

40 mm thic thick km mar arbl ble e chi chips ps floo floori ring ng with with unde underr lay layer er 34 mm thick cement concrete (1:2:4). 11.9.1

Dark shade pigment with ordinary cement

sqm

0.1695

11.9.2

Light shade pigment with white cement

sqm

0.129+0.0405*

11.9. 1.9.3 3

Medium Medi um shad shade e pig pigme ment nt with with 50% 50% whi white te ceme cement nt and and 50% ordinary cement

sqm

0.1492+0.0202*

11.9.4 White cement without any pigment

sqm

0.129+0.0202*

11.9.5 Light shade pigment with ordinary cement

sqm

0.1695

11.9.6 Ordinary cement without any pigment

sqm

0.1695

40 mm mm thi thick ck mar marbl ble e chip chips s flo floor orin ing g with with unde underr laye layerr 31mm 31mm thic thick k cement concrete 1:2:4. 11.10.1

Dark shade pigment with Ordinary cement

sqm

0.1783

11.10.2


sqm

0.1205+0.0578*

11.1 1.10.3 0.3

Medium shade Medium shade pigm pigment ent with with 50% 50% white white cement cement and 50% ordinary cement

sqm

0.1494+0.0289*

11.10.4

White cement without any pigment

sq m

0.1205+0.0578*

11.10.5

Light shade pigment with ordinary cement

sqm

0.1783

11.10.6

Ordinary cement without any pigment

sqm

0.1783

40 mm thick thick ma marb rble le chi chips ps floo floori ring ng wit with h unde underr lay layer er 28 mm mm thi thick ck cement concrete 1:2:4. 11.11.1

Dark shade pigment with ordinary cement

sqm

0.1907

11.11.2


sqm

0.1097+0.081*

11.1 1.11.3 1.3

Medium Med ium shade shade pigmen pigmentt with with 50% white white ceme cement nt and 50% ordinary cement

sqm

0.1502+0.0405*

White cement without any pigment

sqm

0.1097+0.081*

11.11.4

414

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING

Code No.

11.12

Description


11.11.5

Light shade pigment with ordinary cement

sqm

0.1097

11.11.6


sqm

0.1097

11.12.1.1 Dark shade pigment with ordinary cement

sqm

0.1292

11.12.1.2 Light shade pigment with white cement

sqm

0.0887+0.0405*

11.12. 1.12.1.3 1.3 Medium shade shade pigment pigment with with 50% white white cement and 50% ordinary cement

sqm

0.109+0.0203*

11.12.1.4 White cement without any pigment

sqm

0.109+0.0405*

11.12.1.5 Light shade pigment with ordinary cement

s qm

0.1292

11.12.1.6 Ordinary cement without any pigment

sqm

0.1292

sq m

0.1200+0.0405*

sqm

0.0895+0.044*

50% ordinary cement

sqm

0.0917+0.0220*

11.16.3

Dark shade using ordinary cement

s qm

0.0939

11.16.4


sqm

0.0939

Marble chips skirting : 11.12 1.12.1 .1

11.15

Unit

18 mm mm thic thick k with with und under er lay layer er 12 12 mm thic thick k in cement plaster 1:3 (1 cement : 3 coarse sand) :

Crazy ma marble stone flo floo oring ing. 11.1 1.15.1 5.1

18 mm thick thick crazy crazy marble marble stone stone white, white, black black or as specified * White Cement

TILE FLOORING 11.16 1.16

11.18 1.18

11.19 1.19

Prec Precas astt ter terra razo zo tiles tiles 22mm 22mm thic thick k in floo floors rs,, and and landi landing ngs s on on 20mm thick bed of cement mortar (1:4). 11.16.1

Light shade using white cement

11.16 1.16.2 .2

Medi Me dium um sha shade de usi using ng 50%w 50%whi hite te cem cemen entt and and

Prec Precas astt ter terra razo zo tile tiles s2 22 2 mm mm thic thick k in in skir skirti ting ng and and ris riser ers s of steps. 11.18.1

Light shade using white cement.

sqm

0.0734+0.066*

11.18 1.18.2 .2

Medium Medi um sha shade des s usin using g 50% 50% whit white e ceme cement nt and and 50% ordinary cement.

sq m

0.1064+0.033*

11.18.3


sqm

0.1394

11.18.4


sqm

0.1394

Cheq Cheque uere red d ter terra razo zo tile tiles s2 22 2 mm mm thi thick ck in floo floors rs on 20 mm thick bed of cement mortar (1:4). 11.19.1


sqm

0.0895+0.044*

11.19 1.19.2 .2

Medium Medi um s sha hade de usi using ng 50% 50% whi white te cem cemen ent, t, 50% ordinary cement

sqm

0.0917+0.024*

11.19.3


sqm

0.0939

11.19.4


sqm

0.0939


415

Code No. 11.20 1.20

11.21 1.21

Description


Cheq Cheque uerr rred ed prec precas astt cem cemen entt con concr cret ete e til tiles es 22 mm thic thick k in in foot path on 20 mm thick bed of cement mortar (1:4). 11.20.1


sqm

0.1291+0.066*

11.20 1.20.2 .2

Medium Medi um s sha hade de usi using ng 50% 50% whit white e ceme cement nt 50% 50% Grey cement

sqm

0.1621+0.033*

11.20.3


s qm

0.1951

11.20.4


sqm

0.1951

sqm

0.0786**

11.21.2.1 Acid and alkali resistant tile

sqm

0.0862**

Tile Tile work work in skir skirti ting, ng, rise risers rs of step steps se etc tc.. wit with h 8 mm thic thick k marble tile.

sqm

0.1044

sqm

0.13512

Kota Kota ston stone e sla slab b floo floori ring ng over over 20 mm thic thick kb bed ed of ceme cement nt mortar (1:4).

sqm

0.1491

Kota Kota ston stone e slab slabs s 20 mm thic thick k in rise risers rs of of ste steps ps,, skir skirti ting ng etc etc.. laid on 12 mm (average) thick cement mortar 1:3.

sqm

0.1374

40 mm mm thi thick ck fine fine dres dresse sed d sto stone ne flo floor orin ing g over over 20 mm mm (av (aver erag age) e) thick base of cement mortar 1:5 with joints finished flush.

sqm

0.0775

40 mm mm thi thick ck fine fine dres dresse sed d sto stone ne flo floor orin ing g over over 20 mm mm (av (aver erag age) e) thick base of cement mortar 1:5 including pointing with cement mortar 1:2.

sqm

0.0931

40 mm mm thi thick ck rub rubbe bed d ston stone e floo floori ring ng ove overr 20 20 mm mm (av (aver erag age) e) tthic hick k base of cement mortar 1:5 with joints 3mm thick, side buttered with cement mortar 1:2.

sq m

0.0931

P/F P/F 1st 1st quali quality ty cera cerami mic cg glaz lazed ed wall wall tile tiles so ove verr 12 12 mm mm thi thick ck bed of cement Mortar (1:3).

sqm

0.1242

P/L P/L c cer eram amic ic glaz glazed ed floo floorr til tiles es laid laid on 20 mm thic thick k Cem Cemen entt Mortar (1:4).

sqm

0.1242

Prov Provid idin ing g and and fixi fixing ng 10m 10mm m thic thick k acid acid a and nd or or alka alkali li res resis ista tant nt tile tiles. s. 11.2 1.21.1 1.1

In floori flooring ng on a bed of 10 mm mm thick thick morta mortarr 1:4 1:4 (1 acid proof cement : 4 coarse sand)

11.21.1.1 Acid and alkali resistant tile 11.2 1.21.2 1.2

11.22 1.22

Unit

In dad dado/s o/skir kirtin ting g on on 12 12 mm mm thic thick k mort mortar ar 1:4 (1 acid proof cement : 4 coarse sand)

STONE FLOORING 11.23 1.23

Marble Marb le ston stone e flo floor orin ing g wit with h 18 18 mm mm thic thick km mar arbl ble es sto tone ne over over 20 mm thick cement mortar (1:4). KOTA STONE FLOORING

11.26 1.26 11.27 1.27

SAND STONE FLOORING 11.28 1.28 11.29 1.29

11.30 1.30

CERAMIC GLAZED TILES 11.36 1.36 11.37 1.37

416


Code No. 11.38 1.38 11.3 1.39& 9& 11.40

Description

Unit


P/L P/L c cer eram amic ic glaz glazed ed floo floorr tile tiles s lai laid d on on 20m 20mm m thi thick ck bed bed of of Cement Mortar (1:4).

sqm

0.1242

P/L rectif rectified ied Glazed Glazed Cerami Ceramic c floor floor tiles tiles laid laid on 20mm 20mm thick thick cement mortar (1:4).

sq m

0.1242

VITRIFIED FLOOR TILES 11.41

P/L vitrified floor tile laid on 20mm thick cement mortar (1:4).

sqm

0.1242

11.44

Crazy ceramic tile flooring.

sqm

0.0646

11.46

P/L vitrified tile in skirting in cement mortar (1:3).

sqm

0.088

11.51

P/L Machine cu cut, Mirror p po olished, ItItalian M Ma arble st stone flflooring

S qm .

0.085 + 0.05*

11.52

P/L Machine cut Mirror polished Marble stone flooring

S qm .

0.085 + 0.05*

* White cement ** Acid alkali resistant cement.


417

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 12.0 ROOFING Code No. 12.1 12.16 6 12.1 12.17 7 12.1 12.19 9 12.2 12.20 0

Description

Unit


10 cm thic thick km mud ud phas phaska ka with with flat flat tile tile bric bricks ks grou groute ted d wit with h cement mortar (1:3).

100 sqm

3.11

10cm 10cm thic thick k mud mud phas phaska ka with with ma mach chin ine e mou mould lded ed tile tile bric bricks ks grouted with cement mortar (1:3).

100 sqm

3.11

Prov Provid iding ing and and layi laying ng bri brick ck tile tiles s over over mu mumt mty y roo roofs fs grou groute ted d with with cement mortar (1:3).

1 0 0 s qm

9.13

Prov Provid iding ing and and layi laying ng pres presse sed d cla clay y tile tiles s on on roo roofs fs joint jointed ed with with cement mortar (1:4).

1 0 0 s qm

9.92

12.21

Providing gola 75x75 mm in cement concrete (1:2:4).

metre

0.031

12.2 12.22 2

Makin Ma king gk khu hurr rras as 45x4 45x45 5 cm cm wit with h ave avera rage ge mini minimu mum m thi thick ckne ness ss of 5 cm cement concrete (1:2:4).

each

0.06

1 0 0 s qm

0.74

Prov Provid idin ing g and and fixi fixing ng M M.S .S.. hold holder er bat bat cla clamp mps s in ceme cement nt con concr cret ete e blocks 10x10x10cm of 1:2:4 mix.

each

0.005

P/F P/F hea heatt res resis ista tant nt tile tile on roof roof with with ceme cement nt mo mort rtar ar (1:4 (1:4)) and and filling joints with white cement marble mix.

sqm

0.1367

12.2 12.23 3 12.3 12.38 8 12.5 12.55 5

Prov Provid idin ing gs san and ds sto tone ne slab slab for for roof roofin ing g and and layi laying ng ceme cement nt mortar (1 : 4).

* White cement

418

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-12.0 ROOFING

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 13.0 FINISHING Code No.

Description

Unit


CEMENT PLASTER (IN FINE SAND) 13.1

13.2

13.3

12 mm cement plaster: 13.1.1

1:4 (1 cement : 4 fine sand)

100 sqm

5.47

13.1.2


100 sqm

3.60

15 mm cement plaster: 13.2.1


100 sqm

6.54

13.2.2


100 sqm

4.30

20 mm cement plaster : 13.3.1


100 sqm

8.51

13.3.2


100 sqm

5.60

CEMENT PLASTER (IN COARSE SAND) 13.4

13.5

13.6



100 sqm

5.47

13.4.2


100 sqm

3.60



100 sqm

6.54

13.5.2


100 sqm

4.30



100 sqm

8.51

13.6.2


100 sqm

5.60

CEMENT PLASTER WITH W ITH A FLOATING COAT OF NEAT CEMENT 13.7 13.7

13.8 13.8

13.9 13.9

12 mm ceme cement nt plas plaste terr fini finish shed ed with with a flo float atin ing g coat coat of neat cement : 13.7.1


100 sqm

9.54

13.7.2


100 sqm

7.67

15 mm ceme cement nt plas plaste terr fini finish shed ed with with a flo float atin ing g coat coat of neat cement : 13.8.1


100 sqm

10.97

13.8.2


100 sqm

8.74

Ceme Cement nt plas plaste terr (1:3 (1:3)) fini finish shed ed with with a floa floati ting ng coat coat of neat cement. 13.9.1

12 mm Cement Plaster

100 sqm

9.54

13.9.2

20 mm Cement Plaster

100 sqm

13.62

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-13.0 FINISHING

419

Code No. 13.1 13.10 0

Description

Unit

15 mm ceme cement nt plas plaste terr (1: (1:3) 3) finis finishe hed d wit with h a floa floati ting ng coat coat of neat cement.

100 sqm

Quantity of cement per unit quantity of work (Quintals) 10.97

CEMENT PLASTER IN TWO COATS 13.1 13.11 1

18 mm ceme cement nt plas plaste terr in in two two coat coats su und nder er layer layer 12 mm thic thick k cement plaster 1:5 finished with a top layer 6mm thick cement plaster 1:6.

100

18 mm ceme cement nt plas plaste terr in in two two coat coats su und nder er layer layer 12 mm thic thick k cement plaster 1:5 and a top layer 6mm thick cement plaster (1:3).

100 sqm

8.13

13.13

12 mm cement plaster 1:2 (1 cement : 2 stone dust).

1 0 0 s qm

9.79

13.14


1 00 s qm

11.70

13.15


100 sqm

15.23

1 0 0 s qm

3.67

6 mm mm cem cemen entt plas plaste terr (1: (1:3) 3) finis finishe hed d wit with h a floa floati ting ng coat coat of neat cement.

100 sqm

5.87

Neat cement punning

100 sqm

2.20

100 sqm

11.59

1 0 0 s qm

11.59

13.1 13.12 2

sqm 6.26

6 MM CEMENT PLASTER 13.16

6 mm cement plas laster of mix : 13.16.1

13.1 13.17 7 13.18


ROUGH CAST PLASTER 13.1 13.19 9

Roug Rough h cast cast plas plaste terr in in two two laye layers rs,, und under er lay layer er 12 mm mm cement plaster (1:4) and top layer 10mm cement plaster (1:3). PEBBLE DASH PLASTER

13.2 13.20 0

Pebb Pebble le das dash h plas plaste terr in two two lay layer ers, s, u und nder er lay layer er 12m 12mm m cement plaster 1:4 and top layer 10mm cement plaster with cement mortar (1:3). PLAIN CEMENT MORTAR BANDS

13.28

12 mm thick plain cement mortar bands in cement mortar (1:4) : (Flush /Sunk / Raised / Moulded Band).

100 1cm wide

metre 0.053

13.2 13.29 9

18 mm thick thick plain plain ceme cement nt mo mort rtar ar band band in cem cemen entt mor morta tarr (1: (1:4) 4).. 100 100 met metre re 1cm wide

0.076

13.30

18 mm thick moulded cement mortar band in two coats unde underr laye layerr 12mm 12mm thic thick k wit with cem cemen entt mort ortar 1:5, 1:5, top top laye layerr 6mm thick with cement mortar (1:4).

100 metre met 1cm wide

0.07

POINTING OF BRICK WORK 13.3 13.31 1

420

Poin Pointi ting ng on b bri rick ck work work with with ceme cement nt mo mort rtar ar (1:3 (1:3)) : 13.31.1

Flush / Ruled/ Struck or weathered pointing

100 sqm

1.53

13.31.2

Raised and cut pointing

100 sqm

2.04


Code No.

Description

Unit


POINTING ON TILE BRICK WORK 13.3 13.32 2

Point Pointing ing on tile tile bric brick k wor work k wit with h cem cemen entt mor morta tarr (1: (1:3) 3).. 13.32.1

Flush/ Ruled/ Struck or weathered pointing

100 sqm

2.35

POINTING ON STONE WORK 13.3 13.33 3

Poin Pointi ting ng on on ston stone e work work wit with h ceme cement nt mor morta tarr (1: (1:3) 3).. 13.33.1

Flush/ Ruled pointing

100 sqm

1.17

13.33.2

Raised and cut pointing

100 sqm

2.35

Raise Raised d and and cut cut poi point nting ing on ston stone e wor work k in in whi white te ceme cement nt mortar (1:3).

00 sqm

2.35*

13.35

Pointing on stone slab ceiling with cement mortar (1:2).

100 sqm

1.02

13.7 13.72 2

Washe ashed d ston stone e gri gritt pla plast ster er on exte exteri rior or wall walls s in two two lay layer ers, s, under layer 12mm cement plaster (1:4), top layer 15mm cement plaster 1:1/2:2.

100 sqm

17.472

13.3 13.34 4

Note: - cement consumption for pointing is same for modular & non modular bricks. * White cement


421

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 14.0 REPAIR TO BUILDING Code No. 14.1 14.1 14.2 14.2

14.1 14.12 2

Description

Unit

Repa Repair irs s to to pla plast ster er of thic thickn knes ess s1 12 2 mm mm to to 20 20 mm mm in in pat patch ches es with cement mortar 1:4.


1 0 0 s qm

6.95

Fixi Fixing ng chow chowkh khat ats s in in exi exist stin ing g ope openi ning ng with with hold hold fast fasts s in cement concrete blocks with cement concrete 1:3:6. 14.2.1

Door chowkhats

each

0.12

14.2.2

Window chowkhats

each

0.06

14.2.3

Clerestory window chowkhats

each

0.03

each

0.016

Prov Provid idin ing g and and fixi fixing ng 16 mm M.S. M.S. Fan Fan cla clamp mps s in in exi exist sting ing R.C.C. slab.

14.13

Regrading terracing of mud phaska to proper slope.

1 0 0 s qm

3.11

14.14

Replacing sand stone slabs in roofing in cement mortar 1:4.

100 sqm

0.78

14.1 14.15 5

Rene Renewin wing g woo woode den n bat batte tens ns in roof roofs s & ma maki king ng good good the the hol holes es in walls.

cum

0.36

Rene Renewin wing g woo woode den n bea beams ms in roof roofs s & ma maki king ng good good the the hol holes es in walls.

cum

0.13

100 sqm

0.76

14.1 14.16 6 14.1 14.18 8

422

Flush Flush poin pointi ting ng with with cem cemen entt mor morta tarr 1:3 1:3 for for flat flat tile tile bri brick cks s on on top of mud phaska.

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-14.0 REPAIR TO BUILDING

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 16.0 ROAD WORK Code No.

Description

Unit


each

0.082

FENCING 16.2 16.23 3 16.2 16.24 4

P/F P/F bou bound ndar ary y sto stone ne inclu includi ding ng fini finish shing ing smoo smooth th with with cem cemen entt mortar (1:3). P/F P/F prec precas astt R.C. R.C.C. C. kilo kilome metr tre e ston stone e incl includ udin ing g finis finishin hing g smoo smooth th in cement mortar (1:3). 16.24.1

35x111x25 cm size

each

0.37

16.24.2

50x152.5x25 cm size

each

0.698

16.24.3

35x93.5x18 cm size

each

0.23

CONCRETE PAVEMENT 16.42

Cement concrete (1:2:4) in pavements.

cum

3.20

16.4 16.43 3

Prov Provid idin ing g and and layin laying g des desig ign n mix mix ceme cement nt conc concre rete te of M-30 M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix.

cum

3.40

10 nos

6.60

sqm

0.05

metre

0.11

100 sqm

7.75

MISCELLANEOUS 16.4 16.49 9 16.5 16.52 2

Making Maki ng bell bell mo mout uth h open opening ing incl includ udin ing g prov provid idin ing g ceme cement nt concrete (1:3:6) & plastering with cement mortar (1:3). Prov Providi iding ng and and fix fixin ing g pre preca cast st lime lime fly fly ash ash conc concre rete te bloc blocks ks including finishing with 10mm thick cement mortar (1:3), in foot paths.

16.63 16.6 16.67 7

P/L P/L kerb kerb cha chann nnel el 30c 30cm m wide wide a and nd 5 50m 0mm m thi thick ck of of cem cemen entt concrete (1:3:6). Prov Provid idin ing g and and fix fixin ing g fac facto tory ry mad made e RCC RCC pave paveme ment nt slab slab of of M-3 M-30 0 grade in footpath over a bed of 20mm average thick cement mortar (1:5).

16.6 16.69 9

Prov Providi iding ng and and lay layin ing g fac facto tory ry ma made de kerb kerb ston stone e of of M-2 M-25 5 gra grade de cum

0.05 0.0 5

16.7 16.75 5

jointed with cement mortar mortar (1:3). (1:3). Prov Providi iding ng and and lay layin ing g C.C C.C.. pav pavem emen entt of of mix mix M-25 M-25 with with rea ready dy mixed concrete.

cum

3.30

16.80

Dry lean cement concrete sub base.

cum

1.50

16.85

Laying old kerb stones, jointed with cement mortar (1:3).

16.86

P/L gang saw cut 18 mm thick, morror polished

S qm .

0.09

16.87

P/L gang saw cut 30 mm thick mirror polished

S qm .

0.09

16.88

P/L Matt finished vitrified tile of size

S qm .

0.12

16.89

P/L Matt finished vitrifid tile of size

S qm .

0.12

16.90

P/L tactile tile

Sqm.

0.12

16.92

P/F 10x10x7.5 cm. granite stone block

S qm .

1.85

16.9 16.93 3

Prov Providi iding ng and and Plac Placin ing g in in pos posit ition ion 100m 100mm m thic thick k pre preca cast st RCC covers on drain of footpath

Sqm.

0.352

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-16.0 ROAD WORK

100 metre

0.3723

423

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 17.0 SANITARY INSTALLATIONS Code No.

Description

Unit


each

0.05

One One urin urinal al bas basin in wit with h 5 litr litre e whit white e P.V P.V.C .C.. auto automa mati tic c flushing cistern

each

0.025

Rang Range e of two two urin urinal al bas basin ins s with with 5 litr litre e whit white e P.V P.V.C .C.. automatic flushing cistern

each

0.04

Rang Range e of thr three ee urin urinal al basin basins s with with 10lit 10litre re whit white e P.V P.V.C .C.. automatic flushing cistern

each

0.067

Rang Range e of fou fourr urina urinall basi basins ns wit with h 10 lit litre re whi white te P P.V .V.C .C.. automatic flushing cistern

each

0.095

Singl Single e half half stal stalll urina urinall with with 5 litre litre P.V P.V.C .C.. auto automa mati tic c flushing cistern

each

0.051

Rang Range e of two two half half sta stall ll uri urina nals ls wit with h 5 litr litre e P.V P.V.C .C.. automatic flushing cistern

each

0.102

Rang Range e of thr three ee hal halff stal stalll urin urinal als s with with 10 lit litre re P.V P.V.C .C.. automatic flushing cistern

each

0.153

Rang Range e of four four half half stall stall urina urinals ls wit with h 10 lit litre re P.V P.V.C .C.. automatic flushing cistern

each

0.203

17.1/17.2/ Fixing Indian type W.C. pan. 17.3 17.4 17.4

Fixi Fixing ng whit white e vitr vitreo eous us chin china a urin urinal al basi basin n: 17.4 17.4.1 .1 17.4 17.4.2 .2 17.4 17.4.3 .3 17.4 17.4.4 .4

17.5 17.5

Fixi Fixing ng whit white e vit vitre reou ous s chi china na flat flat back back half half stal stalll uri urina nall : 17.5 17.5.1 .1 17.5 17.5.2 .2 17.5 17.5.3 .3 17.5 17.5.4 .4

17.6 17.6

Fixin Fixing g one one piec piece e cons constr truc ucti tion on whit white e vit vitre reou ous s chin china a squ squat atti ting ng plat plate e: 17.6 17.6.1 .1 17.6 17.6.2 .2 17.6 17.6.3 .3 17.6 17.6.4 .4

Singl Single e squa squatt tting ing p plat late e with with 5 litre litre P.V P.V.C .C.. auto automa mati tic c flushing cistern

each

0.051

Rang Range e of two two squa squatt ttin ing g plat plates es wit with h 5 lit litre re P.V P.V.C .C.. automatic flushing cistern

each

0.102

Rang Range e of thr three ee squ squat atti ting ng plat plates es wit with h 10 lit litre re P.V P.V.C .C.. automatic flushing cistern

each

0.153

Rang Range e of four four squ squat atti ting ng plat plates es wit with h 10 litre litre P.V P.V.C .C.. automatic flushing cistern

each

0.203

17. 17.7

Fixi Fixin ng was wash h bas basin in wit with C. C.I. brac brack kets. ets. each each 0.02 0.025 5

17.8

Fixing white vitreous china pedestal for wash basin.

each

0.016*

17.9/ 17.10/ 17.11

Fixing kitchen sink with C.I. brackets.

each

0.025

17.12

Fixing draining board with C.I. brackets.

each

0.014

424

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-17.0 SANITARY INSTALLATIONS

Code No.

Description

Unit


17.13

Fixing White vitreous china water closet squatting pan.

each

0.025

17.17

Fixing a pair of white vitreous china foot rests.

each

0.025

17.23

Fixing white vitreous china flat urinal basin.

each

0.01

17.24

Fixing white vitreous china squatting plate urinal.

each

0.02

17.25

Fixing white vitreous china wash basin.

each

0.015

17.26/ 17.27

Fixing kitchen sink.

each

0.015

17.37

Providing and fixing M.S. holder-bat clamps.

each

0.005

17.59

Providing and fixing M.S. stays and clamps.

each

0.005

17.60

Providing and fixing trap of self-cleansing design.

each

0.025

17.6 17.61 1

Cutt Cutting ing chas chases es in bric brick km mas ason onry ry walls walls for for san sand dc cas astt iro iron/ n/ centrifugally cast (spun) iron pipes and making good the same with C.C.(1:3:6). 17.61.1

100 mm dia

100 metre

5.40

17.61.2

75 mm dia

100 metre

3.70

17.61.3

50 mm dia

100 metre

1.87

* White Cement.

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-17.0 SANITARY INSTALLATIONS

425

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 18.0 WATER SUPPLY Code No.

Description

Unit


18.1/18.4/ 18.1/ 18.4/ Providing Providing and and fixing fixing G.I./ G.I./ PE-AL-PE/ PE-AL-PE/ PP-R PP-R pipes. pipes. 18.7/18.10 Internal work - Exposed on wall 18.10.1

15 mm dia nominal bore

100 metre

0.05

18.10.2


100 metre

0.06

18.10.3


100 metre

0.07

18.10.4


100 metre

0.075

18.10.5


100 metre

0.08

18.10.6


100 metre

0.08

100 metre

0.88

Cons Consttruct ructin ing g mas mason onrry Cha Cham mber ber 30x 30x30 30x5 x50 0 cm, cm, for stop cock.

each

0.26

Cons Consttruct ructin ing g mas mason onrry Cha Cham mber ber 60x 60x60 60x7 x75 5 cm, cm, for sluice valve.

each

1.44

Cons Constr truc uctting ing mas mason onry ry Cha Chamb mber er 90x9 90x90x 0x10 100 0 cm cm, for for sluice valve.

each

2.48

Cons Constr truc ucti ting ng ma maso sonr nry y Cham Chambe berr 120x 120x12 120x 0x10 100 0 cm, cm, for for sluice valve.

each

3.50

Cons Constr truc ucti ting ng ma maso sonr nry y Cham Chambe berr 60x6 60x60x 0x75 75 cm, cm, for for fire fire hydrants.

each

1.30

Cons Consttruct ructin ing g mas mason onrry Cha Cham mber ber 60x 60x45 45x5 x50 0 cm, cm, for water meter.

each

1.34

Cutt Cuttin ing g hole holes s up to 30x3 30x30 0 cm in wall walls s incl includ udin ing g ma maki king ng good the same.

100 nos.

2.92

Cutt Cuttin ing g hol holes es up to 15x1 15x15 5 cm cm in in R.C R.C.C .C.. flo floor ors sa and nd roof roofs s and repairing the hole after insertion of drain pipes etc. with cement concrete (1:2:4).

100 nos.

0.70

18.2/18.5/ P/F concealed pipes. 18.8/18.11 18. 18.32 18. 18.33 18. 18.34 18.3 18.35 5 18.3 18.36 6 18. 18.37 18.7 18.76 6 18.7 18.77 7

18.78

Making chases up to 7.5x7.5 cm in walls i/c finishing.

100 metre

0.88

18. 18.79

Mak Ma king ing hol hole e up up to to 20x 20x20 20 cm and and em embedd beddin ing g pip pipes es up to 150 mm diameter in masonry and filling with cement concrete (1:3:6).

100 metre

4.90

426

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-18.0 WATER WATER SUPPLY

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 18.0 WATER SUPPLY Code No. 19.1 19.1

19.2 19.2

19. 19.3

19.4 19.4

19.6 19. 6 P/L

Description

Unit


Join Jointi ting ng glaz glazed ed s sto tone newa ware re pipe pipes s wit with h sti stiff ff mixt mixtur ure e of ceme cement nt mortar in the proportion of (1:1). 19.1.1

100 mm diameter

100 metre

2.17

19.1.2

150 mm diameter

100 metre

3.23

19.1.3

200 mm diameter

100 metre

4.33

19.1.5

250 mm diameter

100 metre

5.40

19.1.6

300 mm diameter

100 metre

6.47

Layi Laying ng ceme cement nt conc concre rete te (1:5 (1:5:1 :10) 0) alro alroun und d S.W S.W.. pipe pipes: s: 19.2.1

100 mm diameter S.W. pipe

100 metre

19.24

19.2.2


100 metre

23.53

19.2.3


100 metre

27.43

19.2.5


100 metre

31.72

Layi Laying ng ceme cement nt conc concre rette (1: (1:5: 5:10 10)) upt upto o hau haunc nche hes s of of S.W. pipes: 19.3.1


100 metre

9.14

19.3.2


100 metre

14.82

19.3.3


100 metre

17.42

19.3.5


100 metre

20.28

19.3.6


100 metre

23.40

Prov Provid idin ing g and and fixi fixing ng squa square re-m -mou outh th S.W S.W. gull gully y trap trap : 19.4.1

100x100 mm size P type

each

0.27

19.4.2

150 x 100 mm size P type.

each

0.26

19.4.3

180x150 mm size P type

each

0.25

NP2 class class R.C. R.C.C. C. pipes pipes with with collar collars s jointe jointed d with with stiff mixture of cement mortar in the proportion of (1:2): 19.6.1

100 mm dia. R.C.C. pipe

100 metre

0.50

19.6.2


100 metre

0.60

19.6.3


100 metre

0.90

19.6.4


100 metre

1.10

19.6.5


100 metre

2.40

19.6.6


100 metre

2.60

19.6.7


100 metre

3.20

19.6.8


100 metre

3.70

19.6.9


100 metre

4.20

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-19.0 DRAINAGE

427

Code No.

19.7 19.7

19.8

Description

Unit


19.6.10


100 metre

4.90

19.6.11


100 metre

5.50

19.6.12


100 metre

6.10

19.6.13


100 metre

6.80

each

2.92

each

4.73

Cons Constr truc ucti ting ng b bri rick ck ma maso sonr nry y man manho hole le in in cem cemen entt mor morta tarr (1: (1:4) 4).. 19.7.1

Inside size 90x80 cm and 45 cm deep

19.7 19.7.2 .2& & 19.7.3

Insi Inside de size size 120x 120x90 90 cm cm and and 90 cm. cm.de deep ep

Extra fo for d de epth fo for m ma anholes 19.8.1

Size 90x80 cm

metre

1.26

19.8.2

Size 120x90 cm

metre

1.52

each

2.75

metre

1.40

each

5.39

metre

1.43

each

10.86

metre

3.11

Prov Provid idin ing g M.S M.S.. foo foott res rests ts includ includin ing g fix fixin ing g in ma manh nhol oles es with with 20x20x10 cm cement concrete blocks (1:3:6).

100 nos.

0.88

19.16

Providing orange colour safety foot rest.

100 nos

1.98

19.1 19.17 7

Repl Replac acem emen entt of of M.S M.S.. foo foott res rests ts in m man anho hole les s wit with h 20x10x10 cm C.C. blocks (1:3:6) mix.

100 nos

0.88

19.19.1.1 Rectangular shape 600x450mm internal dimensions

each

0.128

19.19.1.2 Square shape 450mm internal dimensions

each

0.096

19.19.1.3 Circular shape 450mm internal diameter

each

0.096

19.9 19.9

Cons Constr truc ucti ting ng bric brick k mas mason onry ry circ circul ular ar type type ma manh nhol ole e 0.9 0.91 1m internal dia at bottom and 0.56m dia at top in cement mortar (1:4). 19.9.1

19.1 19.10 0 19.1 19.11 1

Extr Extra a dep depth th for for cir circu cula larr typ type e man manho hole le 0.91 0.91m m int inter erna nall dia dia (at bottom) with beyond 0.91m to 1.67m Cons Constr truc ucti ting ng brick brick ma maso sonr nry y circ circula ularr ma manh nhol ole e 1.22 1.22m m internal dia at bottom and 0.56m dia at top in cement mortar (1:4). 19.11.1

19.1 19.12 2 19.1 19.13 3

19.1 19.15 5

19.1 19.19 9

1.68 m deep

Extr Extra a dep depth th for for cir circu cula larr typ type e man manho hole le 1.22 1.22m m int inter erna nall dia dia (at bottom) beyond 1.68 m to 2.29 m. Cons Constr truc ucti ting ng bri brick ck ma maso sonr nry y cir circu cula larr man manho hole le 1 1.5 .52 2 m int inter erna nall dia at bottom and 0.56 m dia at top in cement mortar (1:4). 19.13.1

19.1 19.14 4

0.91 m deep

2.30 m deep

Extr Extra a dep depth th for for cir circu cular lar type type ma manh nhol ole e 1.5 1.52 2 m inter interna nall dia dia (at bottom) beyond 2.30 m.

Prov Provid idin ing g and and fixin fixing g in in pos posit itio ion n pre preca cast st R.C. R.C.C. C. ma manh nhol ole e cover and frame. 19.1 19.19. 9.1 1 L D- 2.5 2.5

428


Code No.

Description

Unit


19.19.2.1 Square shape 450mm internal dimension

each

0.128

19.19.2.2 Circular shape 500mm internal diameter

each

0.096

each

0.096

each

0.096

19.19.2

19.19.3

M D - 10

H D - 20

19.19.3.1 Circular shape 560 mm internal diameter 19.19.4

EHD - 35

19.19.4.1 Circular shape 560 mm internal dia 19.2 19.21 1

19.2 19.22 2

19.2 19.23 3

19.2 19.27 7 19.2 19.28 8 19.2 19.29 9 19.3 19.30 0

Maki Ma king ng conn connec ecti tion on of drain drain or sewe sewerr line line with with exis existi ting ng manhole and making good the walls, floors with C.C.(1:2:4) mix. 19.21.1

For pipes 100 to 250 mm diameter

each

0.056

19.21.2


each

0.095

19.21.3


each

0.153

Prov Provid idin ing gs san and dc cas astt iro iron n dro drop pc con onne nect ctio ion n ext exter erna nall lly y for for 60 cm drop from branch sewer line to main sewer manhole. : 19.22.1

100 mm dia sand cast iron drop connection

each

0.34

19.22.2

150 mm dia sand cast iron drop connection

each

0.46

Extr Extra a for for dept depths hs beyo beyond nd 60 c cm m of of san sand d cas castt iro iron n drop drop connection. : 19.23.1

For 100 mm dia. sand cast iron drop connection

metre

0.21

19.23.2

For 150 mm dia. sand cast iron drop connection

metre

0.26

Cons Constr truc ucti ting ng bric brick k mas mason onry ry road road gully gully cham chambe berr 50x4 50x45x 5x 60cm in cement mortar (1:4).

each

0.93

Cons Constr truc ucti ting ng bric brick k mas mason onry ry road road gully gully cham chambe berr 45x4 45x45x 5x 77.5 cm in cement mortar (1:4).

each

0.82

Cons Constr truc ucti ting ng bric brick km mas ason onry ry road road gully gully cham chambe berr 110 110x5 x50x 0x 77.5 cm in cement mortar (1:4).

each

1.66

Inside Inside dimens dimension ions s 455x 455x610 610 mm and 45 cm dee deep p for single pipe line

each

0.90

Insid Inside e dime dimens nsio ions ns 5 500 00x7 x700 00 mm mm and and 45 cm cm deep for pipe line with one or two inlets

each

1.02

Inside Inside dimens dimension ions s 600x 600x 850 mm and 45 cm dee deep p for pipe line with three or more inlets

each

1.27

Cons Constr truc ucti ting ng bric brick k ma maso sonr nry y cham chambe berr for for unde underg rgro roun und d C.I. inspection chamber and bends in cement mortar (1:4). 19.30. 19. 30.1 1 19.3 19.30. 0.2 2 19.30. 19. 30.3 3

19.3 19.31 1

Extr Extra a for for dept depth h bey beyon ond d 45 45 cm cm of of bri brick ck ma maso sonr nry y cha chamb mber er : 19.31.1

For 455x610 mm size

metre

0.87

19.31.2

For 500x700 mm size

metre

0.95

19.31.3

For 600x850 mm size

metre

1.12


429

Code No.

Description

Unit


each

0.072

19.34.1 100 mm dia

each

0.013

19.34.2 150 mm dia

each

0.019

19.32

Making soak pit 2.5 m diameter 3.0 metre deep.

19.3 19.34 4

Prov Provid idin ing g and and fixi fixing ng S.W S.W. int inter erce cept ptin ing g tra trap p in in man manho hole les s with stiff mixture of cement mortar (1:1).

19.35

19:36

430

P/L Non pressure Np-3 clas lass 19:35:1

a) 450 mm dia RCC pipe

100 Mtrs.

1.20

19:35:2

a) 600 mm dia R.C.C. pipe

100 mtrs.

1.60

19:35:3

a) 900 mm dia R.C.C. pipe

100 mtrs.

2.50

19:35:4


100 mtrs.

2.80

19:35:5


100 mtrs.

3.40

19:35:6


100 mtrs.

4.90

P/L Non pressure Np-4 clas lass 19:36:1

450 mm dia RCC pipes

100 mtrs.

1.20

19:36:2


100 mtrs.

1.60

19:36:3


100 mtrs.

2.50

19:36:4


100 mtrs.

2.80

19:36:5


100 mtrs.

3.40

19:36:6


100 mtrs.

4.90


1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 20.0 PILE WORK Code No. 20.1 20.1

20.2 20.2

20.2 20.2A A

20.3

Description

Unit


Prov Provid idin ing, g, driv drivin ing g and and inst instal alli ling ng driv driven en cast cast-i -inn-si situ tu rein reinfo forc rced ed cement concrete piles of grade M -25. 20.1.1

400 mm dia piles

metre

0.414

20.1.2

450 mm dia piles

metre

0.525

20.1.3

500 mm dia piles

metre

0.648

20.1.4

550 mm dia piles

metre

0.784

20.1.5

750 mm dia piles.

metre

1.456

20.1.6

1000 mm dia piles

metre

2.590

20.1.7

1200 mm dia piles

metre

3.729

20.1.8

1500 mm dia piles

metre

5.83

Bori Boring ng,, prov providi iding ng and and insta installi lling ng bore bored d cast cast-i -inn-si situ tu reinf reinfor orce ced d cement concrete piles of grade M -25 by tripod and mechanical winch machine. 20.2.3

450 mm dia piles

metre

0.525

20.2.4

500 mm dia. piles

metre

0.648

20.2.5

600 mm dia piles

metre

0.932

20.2.6

750 mm dia piles.

metre

1.456

Boring Boring,, provid providing ing and instal installin ling g bore bored d cast-i cast-in-s n-situ itu reinfo reinforce rced d cement concrete piles of grade M -25 by crawler mounted, telescopic boom hydraulic pilling Rig.

metre

1.456

20.2A.1

600 mm dia piles

metre

0.932

20.2A.2

750 mm dia piles

metre

1.456

20.2A.3

1000 mm dia piles

metre

2.590

20.2A.4

1200 mm dia piles

metre

3.729

20.2A.5

1500 mm dia pile

metre

5.830

Bori Boring ng,, Pro Provi vidi ding ng and and ins insta tall llin ing g cas castt in in sit situ u sin singl gle e und under er reamed piles of grade M -25. 20.3.1

300 mm dia piles

metre

0.257

20.3.2

400 mm dia piles

metre

0.488

20.3.3

450 mm dia piles

metre

0.629

20.3.4

550 mm dia piles

metre

0.792

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-20.0 PILE WORK

431

20.4

20.5 20.5

432

Extr Extra a for for prov provid idin ing g add addit itio iona nall bul bulb b in in und under er ream reamed ed pile piles. s. 20.4.1

300 mm dia piles

each

0.109

20.4.2

400 mm dia piles

each

0.208

20.4.3

450 mm dia piles

each

0.267

20.4.4

550 mm dia piles

each

0.396

Prov Provid idin ing, g, driv drivin ing g and and inst instal alli ling ng driv driven en PrePre-ca cast st rein reinfo forc rced ed cement concrete piles of grade M -25. 20.5.1

400 mm dia piles

metre

0.414

20.5.2

450 mm dia piles

metre

0.525

20.5.3

500 mm dia piles

metre

0.648

20.5.4

550 mm dia piles

metre

0.784

20.5.5

750 mm dia piles

metre

1.795

20.5.6

1000 mm dia piles

metre

2.590

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-20.0 PILE WORK

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 22.0 WATER PROOFING Code No. 22.1 22.1

Description

Using rough kota stone

sqm

0.342

sqm

0.443

P/L P/L int integ egra rall cem cemen entt bas based ed trea treatm tmen entt for for wate waterr pro proof ofin ing g on on the vertical surface. : 22.2.1

22.3 22.3


P/L P/L int integ egra rall cem cemen entt bas based ed trea treatm tmen entt for for wate waterr pro proof ofin ing g on on horizontal surface. : 22.1.1

22.2 22.2

Unit

Using rough Kota stone

P/L P/L wate waterr pro proof ofin ing g tre treat atme ment nt to vert vertic ical al and and hor horiz izon onta tall surfaces of depressed portions of W.C., kitchen and the like consisting of: i)

Ist Ist cou cours rse e of appl applyi ying ng c cem emen entt slu slurr rry y @ 4.4 4.4 kg/s kg/sqm qm

ii) ii)

IInd IInd cour course se of 20mm 20mm ceme cement nt plas plaste terr (1: (1:3) 3)

iii)

IIIrd IIIrd course course of app applyin lying g blown blown or residua residuall bitum bitumen en appl applied ied hot at 1.7 Kg. per sqm of area

iv)

IVth course of 400 micron thick PVC sheet

sqm

0.158

P/L P/L wat water er proo proofi fing ng trea treatm tmen entt in in sun sunke ken n por porti tion on of WCs, WCs, bathroom etc.

sqm

0.0123

22.6

P/L water proofing treatment on roofs.

sqm

0.0195

22.7 22.7

P/L P/L int integ egra rall cem cemen entt bas based ed wate waterr p pro roof ofin ing g tre treat atme ment nt on roofs, balconies, terraces etc. :

22.5 22.5

22.7 22.7.1 .1 22.1 22.14 4

With With aver averag age e thic thickn knes ess s of 120m 120mm m and and min minim imum um thickness at khurra as 65 mm sqm 0.387

Grad Gradin ing g roo rooff for for wate waterr pro proof ofin ing g tre treat atme ment nt with with 22.14.1

Cement concrete 1:2:4

cum

3.20

22.14.2

Cement mortar 1:3

cum

5.10

22.14.3

Cement mortar 1:4

cum

3.80

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-22.0 WATER PROOFING

433

1.0 COEFFICIENTS FOR CEMENT CONSUMPTION 23.0 HORTICULTURE & LANDSCAPING Code No.

Description

Unit


23.30

Providing circular cement concrete pots.

100 nos

4.00

23.31

Providing square cement concrete pots.

100 nos

2.30

434

COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-23.0 HORTICULTURE & LANDSCAPING

Cement Constants Material Constants of all Kinds of Civil Works

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