BSR Final

230458122.xls.ms_office/cover 1/41

BSR BSR BSR BSR BSR BSR BSR BSR BSR


BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR

BSR BSR


BSR BSR

BSR BSR






BSR BSR BSR BSR

BSR BSR BSR BSR

BSR BSR BSR BSR

BSR BSR BSR BSR

BSR BSR BSR BSR


MAHO.

BSR

BUILDING SCHEDULE OF RATES

P.M. JAYANTHA KIRIMETIYAWA

"SHAMALEE BRIDAL & DESIGNS"

IHALAGAMA ROAD

KIRIMETIYAWA

\\vboxsrv\conversion_tmp\scratch_1\230458122.xls.ms_office230458122.xls.ms_office 2/41

INTRODUCTORY NOTES

1 EXCAVATION

2 ANTI TERMITE TREATEMENT

3 EARTH WORK

4 EARTH WORK SUPPORT

5 CONCRETE

6 TIMBER FORMWORK

7 STEEL REINFORCEMENT

8 BRICK WORK

9 HOLLOW BLOCK MASONARY

10 RANDOME RUBBLE MASONARY

11 PRESSED TILING

12 WALL TILING & TERRAZZO TILES

13 ROOFING

14 ROOF PLUMBING

15 CEILING

16 DOORS & WINDOWS

17 IRONMONGERY

18 PLASTERING

19 PAINTING & DECORATING

20 PLUMBING-PVC

21 EXTERNAL DRAINAGE

22 PLUMBING-CI

23 MANHOLE & GULLEYS

24 SANITORY FITTINGS

25 GUTTERS & DOWNPIPES

CONTENTS PAGE No.I N D E X

230458122.xls.ms_office NOTE-1 3/41

-01-

NOTE

MARK-UP OF 35% ON BASIC RATES AS OVERHEAD & PROFIT ALLOWANCE

THE RATES IN THIS BSR ANALYSIS ARE THE BASIC RATES

THIS RATE IS COMPOUNDED TAKING IN TO ACCOUNT,

1.THE MARKET PRICE ON THE MATERIALS THAT MAKE UP THE ITEM OF WORK.

2.THE COST OF TRANSPORT OF EACH MATERIAL TO THE SITE

3.THE WEGES OF THE LABOUR RWQUIRED IN CARRYING-OUT THE WORK, AND

4.THE COST OF ANY PLANT REQUIRED.

IN CARRYIN-OUT A WORK, BESIDES THE BASIC COST,THERE ARE OTHER COSTS THAT HAVE TO BE INCURRED BY THE

CONTRACTOR. THIS COSTS CANNOT BE CONSIDERED AS DIRECT PRODUCTIVE WORK.THIS COSTS CANNOT BE

CALCULATED IN TERMS OF MATERIALS & LABOUR COST ARE TERMED AS OVERHEADS ON A JOB. AND, CAN BE

GROUPED UNDER MAIN SUB HEADS THUS...

1. JOB-OVERHEAD S - THAT VARY WITH AND ARE COUSED DIRECTLY TO THE INDIVIDUAL JOB.

2.GENERAL OVERHEAD - WIHICH INCLUDE COSTS OF MAINTAINING AN OFFICE,WORK SHOP & YARD IN WHICH TO

DO BUSINESS WHETHER OR NOT THERE IS A JOB UNDER WAY & SUCH EXPENSES ARE CONTINUOUS & MAY BE

SHARED BY THE JOB TURNOVER.

THE COMMON ITEM THAT MAKE UP THIS OVERHEADS ARE LISTED IN IN NEXT PAGES OF THE ANALYSIS. THE

OVERHEAD ITEM INVILVED IN A JOB IS ASSESSED AS A PERCENTAGE OF THE BASIC COST OF THE JOB.THESE

PRCENTAGES HAVE BEEN ARRIVED AT FROM RECORDS OF EXPENDITURE INCURRED IN SUCH ACTIVITIES OVER A

PERIOD OF TIME.

FROM THE DETAILS IN NEXT PAGES IT WILL BE SEEN THAT THE JOB OVERHEADS IS ABOUT 25% OF THE BASIC COST

OF THE WORK.

PROFIT

10% OF THE BASIC COST IS ALLOWD AS PROFIT ANDTOTAL MARK-UP OF THE BASIC COST IS 35%.

(25% FOR JOB OVERHEAD + 10% FOR PROFITS)

THUS IT WILL BE SEEN THAT ON THE BASIC COST OF A WORK , A CONTRACTOR IS ALLOWED A MARK-UP OF 35% OF

WHICH 25% IS IS THE COST OF SERVICING THE CONTRACT AND, 10% AS CONTRACTO'R PROFIT.

IT WILL BE SEEN THAT THE 25% OVERHEADS IS MADE UP OF 19% AS JOB OVERHEADS & 6% AS GENERAL

OVERHEADS.

THE JOB OVERHEADS ARE INCURRED AT THE SITE & ARE APPLICABLE TO TO ALL CLASSES OF CONTRACTORS.

THE GENARAL OVERHEADS HOWEVER , WILL DIPEND ON THE SIZE OF THE CONTRACTORS ORGANISATION AND

THE FACILITIES MAINTAINED BY THE ORGANISATION.

THUS ANY REDUCTION IN THE OVERHEADS ALLOWANCE TO A CONTRACTOR COULD ONLY WITHIN THIS 6% AS

GENERAL OVERHEADS & THAT ANY REDUCTION WILL BE MARGINAL.

230458122.xls.ms_office NOTE-1 4/41

-02-

THIS COMMITTEE IS OF THE OPINION THAT ALL CONTRACTORS(IRRESPECTIVE OF SIZE OF THERE ORGANISATION)

SHOULD BE ALLOWED A MARK-UP OF 35% ON THE BASIC COST AS OVERHEADS & PROFIT ALLOWANCE.

ORIGINALY THIS MINISTRY HAD SAID THE MARK-UP AS 30% (IN 1.78) AND ON REPRESENTATION MADE, IT WAS

INCREASED TO 35%(IN THE YEAR 1979-1980) & LATER IT WAS REDUCED TO 25% AND AGAIN TO 22% ETC. WE

BELIEVE THAT THIS WAS ONE OF THE…………………… OF THE DETERIORATION OF THE STANDARD OF BUILDING WORK.

IN ORDER TO ENSURE QUALITY & STRICT COMPLIANCE WITH SPECIFICATION, THE COMMITTEE RECOMMENDED

35% MARK-UP ON THE BASIC RATES.

230458122.xls.ms_officeNOTE-2 5/41

MATERIAL & LABOUR ANALYSIS FOR BUILDING WORK

ANALYSIS FOR BASIC RATES

THE MATERIAL & LABOUR COMPORNENT REQUIRED FOR THE VARIOUS ITEM OF WORK INCUDING THE MINIMAL

PLANT REQUIRED FOR SAME IS DETAILED IN THE ANALYSIS OF THE BASIC RATES WHICH HAVE BEEN INCLUDED IN

THE FOLLOWING PAGES.

BASIC RATE

THE BASIC RATE IS ANALYSED UNDER THE FOLLOWING HEADINGS.

(A)- MATERIALS

THE QUANTITIES OF MATERIAL REQUIRED FOR THE ITEMS ARE COMPUTED FROM KNOWN DATA & EXPERIENCE.

THEIR TOTAL VALUE IS CALCULATED ON THE BASIC OF CURRENT COST OF PURCASE AT SOURCES OF SUPPLY.

UNLESS OTHERWISE STATED WESTAGE IS ALLOWED IN THE NORMS.

230458122.xls.ms_office 230458122.xls.ms_office/EXCAVATION 6/41

EXCAVATION

PER SQUARE

ITEM QTY UNIT RATE/Rs. AMOUNT/Rs.

UN-SKILLED LABOURER 10.00 DAYS 650.00 6,500.00

RATE PER 10 SQUARE 6,500.00

650.00

PER CUBE


UN-SKILLED LABOURER 0.63 DAYS 650.00 406.25

406.25

PER CUBE



650.00

PER CUBE



RATE PER 1 CUBE 1,462.50

1,462.50

REMOVING TOP SOIL TO A DEPTH NOT EXCEEDING 6" & DEPOSITTING AS DIRECTED WITHIN SITE001

CONSIDER AN AREA OF 10.00 SQRS. OR 5.00 CUBES OF EXCAVATION

RATE PER 1 CUBE

003

EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN SOFT/LOOSE SOIL FROM 0'-00" TO 5'-00"

DEEP & DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"(EARTH WORK

SUPPORT TO BE PAID SEPARATELY WHERE NECESSARY)

RATE PER 01 SQUARE

002EXCAVATION OVER SITE REDUCED LEVEL, IN ANY MATERIAL EXCEPT ROCK REQUIRING BLASTING

INCLUDING DEPOSITING & LEVELING AS DIRECTED UP TO DISTANCE NOT EXCEEDING 30'-00"

RATE PER 1 CUBE

RATE PER 1 CUBE

004EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN ORDINARY SOIL FROM 0'-00" TO 5'-00" DEEP

& DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"

230458122.xls.ms_office 230458122.xls.ms_office/EXCAVATION 7/41

PER CUBE




2,275.00

PER CUBE




1,950.00

PER CUBE




1,625.00

PER CUBE


MATERIALS

BLASTING POWDER 0.75 lbs. 650.00 487.50

FUSE 10.00 l.Ft. 60.00 600.00

JUMPER STEEL 1.00 lbs. 150.00 150.00

FUEL & FORGE (20% OF MATE.COST) 247.50

SKILLED LABOURER 1.00 DAYS 1,000.00 1,000.00



3,785.00

005EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN HARD/DENSE SOIL FROM 0'-00" TO 5'-00"

DEEP & DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"

RATE PER 1 CUBE

007EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN SOPFT DISTINTEGRATED ROCK UP TO DEPTH

OF 5'-00"& DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"

RATE PER 1 CUBE

006

EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN MUD/WET SOIL FROM 0'-00" TO 5'-00" DEEP

& DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"(EARTH WORK

SUPPORT & DEWATERINGTO BE PAID SEPARATELY WHERE NECESSARY)

RATE PER 1 CUBE

RATE PER 1 CUBE

008EXCAVATION IN TRENCHES FOR WALLS/COLUMN PIT IN HARD ROCK UP TO DEPTH OF 5'-00"&

DEPOSITING EXCAVATED MATERIAL TO A DISTANCE NOT EXCEEDING 30'-00"

230458122.xls.ms_officeBACKFILL 8/41BACKFILLING & COMPACTING

PER CUBE



RATE PER 01 CUBE 650.00

650.00

PER CUBE


MATERIALS

IMPORTED MATERIAL 1.00 CUBE 150.00 150.00

ALLOW FOR 15% FOR

COMPACTION0.15 CUBE 150.00 22.50

-

LABOURE

UN-SKILLED LABOURER 1.25 DAY 600.00 750.00

RATE PER 1 CUBE 922.50

922.50

PER CUBE




1,300.00

PER CUBE


MATERIALS

IMPORTED MATERIAL 1.00 CUBE 150.00 150.00

ALLOW FOR 15% FOR

COMPACTION0.15 CUBE 150.00 22.50

-

LABOURE

UN-SKILLED LABOURER 2.00 DAY 600.00 1,200.00


1,372.50

RATE PER 1 CUBE

013FILLING UNDER FLOORS INCLUDING LEVELING,WATERING & COMPACTING IN 3" LAYERS

WITH AVAILABLE & SELECTED EARTH AT SITE.

011 BACKFILLING TO TRENCH WITH SELECTED EARTH AVAILABLE AT SITE

RATE PER 01 CUBE

012 BACKFILLING TO TRENCH WITH IMPORTED MATERIAL

RATE PER 01 CUBE

014FILLING UNDER FLOORS INCLUDING LEVELING,WATERING & COMPACTING IN 3" LAYERS

WITH IMPORTED & SELECTED EARTH .

RATE PER 1 CUBE

230458122.xls.ms_officeCONCRETE 9/41

CONCRETE019

PER CUBE


MATERIALS

CEMENT 13.00 50kg BAGS 760.00 9,880.00

SAND 0.53 CUBE 6,500.00 3,445.00

1-1/2" METAL 0.92 CUBE 6,000.00 5,520.00

WATER 110.00 GALs. 15.00 1,650.00

MACHINARY

CONCRETE MIXER(HIRE) 0.33 DAY 1,200.00 400.00

LABOURE

SKILLED LABOURER 1.00 DAY 900.00 900.00


25,395.00

25,395.00

8,973.50

NOTE A. WATER AVAILABLE AT SITE

B. IF WATER IS NOT AVAILABLE, ALLOWANCES SHOULD BE MADE FOR TRANSPORT OF WATER

C. SAND-INCLUDES 15% FOR BULKING

020

PER CUBE


MATERIALS

CEMENT 14.00 50kg BAGS 760.00 10,640.00

SAND 0.60 CUBE 6,500.00 3,900.00

1-1/2" METAL 0.90 CUBE 6,500.00 5,850.00

WATER 110.00 GALs. 15.00 1,650.00

MACHINARY


LABOURE



26,940.00

26,940.00

9,519.43




021

PER CUBE


MATERIALS

CEMENT 18.00 50kg BAGS 760.00 13,680.00

SAND 0.50 CUBE 6,500.00 3,250.00

1-1/2" METAL 0.88 CUBE 7,000.00 6,160.00

WATER 120.00 GALs. 15.00 1,800.00

MACHINARY


LABOURE



29,790.00

29,790.00

10,526.50




MIXING COPNCRETE 1:2-1/2:5(1")

RATE PER 1 CUBE

RATE PER 1 CUBE

RATE PER 1 m3

MIXING COPNCRETE 1:3:6(1-1/2")

RATE PER 1 CUBE

RATE PER 1 m3

RATE PER 1 CUBE

MIXING COPNCRETE 1:2:4(3/4")

RATE PER 1 CUBE

RATE PER 1 CUBE

RATE PER 1 m3


022

PER CUBE


MATERIALS

CEMENT 23.00 50kg BAGS 760.00 17,480.00

SAND 0.42 CUBE 6,500.00 2,730.00

1-1/2" METAL 0.82 CUBE 7,000.00 5,740.00

WATER 150.00 GALs. 15.00 2,250.00

MACHINARY


LABOURE



33,100.00

33,100.00

11,696.11




023

PER CUBE


MATERIALS

CEMENT 31.00 50kg BAGS 760.00 23,560.00

SAND 0.44 CUBE 6,500.00 2,860.00

1-1/2" METAL 0.96 CUBE 7,000.00 6,720.00

WATER 200.00 GALs. 15.00 3,000.00

MACHINARY


LABOURE



41,040.00

41,040.00

14,501.77




024

PER SQUARE


MATERIALS

CONCRETE 0.17 CUBE 21,695.00 3,615.83

ADD FOR WASTAGE 15% 542.38

LABOURE



4,570.71

NOTE:-

025

PER SQUARE


MATERIALS

CONCRETE 0.25 CUBE 21,695.00 5,423.75


LABOURE



6,528.63

MIXING COPNCRETE 1:1-1/2:3(3/4")

RATE PER 1 CUBE

RATE PER 1 CUBE

RATE PER 1 m3

MIXING COPNCRETE 1:12(3/4")

RATE PER 1 CUBE

RATE PER 1 CUBE

RATE PER 1 m3

2" TK. CEMENT CONCRETE SCREED IN FOUNDATION AT DEPTH NOT EXCEEDING 5'-00"

RATE PER 1 SQUARE

FOR LAYING CONCRETE AT DEPTHS MORE THAN 5'-00", ADD 1/6 DAY UNSKILLED LABOURER FOR EACH

ADDITIONAL 5'-00" OR PART THEREOF PER SQUARE.


RATE PER 1 SQUARE


NOTE:-

026

PER SQUARE


MATERIALS

CONCRETE 0.50 CUBE 21,695.00 10,847.50


LABOURE



12,589.88

NOTE:-

B. IF WATER IS NOT AVAILABLE, ALLOWANCE BE MADE FOR TRANSPORT OF WATER

027

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50

ADD FOR WASTAGE 10% 1,138.05

LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00

SKILLED LABOURER(FOR VIBR.) 1.00 DAY 900.00 900.00


CURING

JUTE HESSIAN 10.00 SQ.FT. 25.00 250.00

WATER 170.00 GALS. 15.00 2,550.00


20,418.55

45,374.56

16,033.41

NOTE:- A. FOR COLUMN IN 1st FLOOR ADD 3% TO GROUND FLOOR RATE.

B. FOR COLUMN IN 2nd FLOOR ADD 5% TO GROUND FLOOR RATE.

C. FOR COLUMN IN 3rd FLOOR ADD 7% TO GROUND FLOOR RATE.

E. IF WATER IS NOT AVAILABLE, ALLOWANCE BE MADE FOR TRANSPORT OF WATER

028

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING

JUTE HESSIAN 80.00 SQ.FT. 25.00 2,000.00

WATER 140.00 GALS. 15.00 2,100.00


21,418.55

47,596.78

16,818.65





FOR LAYING CONCRETE AT DEPTHS MORE THAN 5'-00", ADD 1/4 DAY UNSKILLED LABOURER FOR EACH

ADDITIONAL 5'-00" OR PART THEREOF PER SQUARE.

6" TK. CEMENT CONCRETE FLOOR(MASS CONCRETE)

RATE PER 1 SQUARE

A.WATER AVAILABLE AT SITE

CEMENT CONCRETE IN 4.5"X6" COLUMNS IN GROUND FLOOR

RATE PER 0.45 CUBE

RATE PER 1.00 CUBE

D.WATER AVAILABLE AT SITE

CEMENT CONCRETE IN 6"X6" COLUMNS IN GROUND FLOOR

RATE PER 0.45 CUBE

RATE PER 1.00 CUBE


RATE PER 1 m3

RATE PER 1 m3

CO

NSI

DER

24

No

s. C

OLU

MN

S, 4

.5"X

6"

EAC

H 1

0'-

00

" H

IGH

.(0

.45

CU

BE)

CO

NSI

DER

18

No

s. C

OLU

MN

S, 6

"X6

" EA

CH

10

'-0

0"

HIG

H.(

0.4

5C

UB

E)


029

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 100.00 GALS. 15.00 1,500.00


20,918.55

46,485.67

16,426.03





030

PER 0.50 CUBE


MATERIALS

CONCRETE 0.50 CUBE 25,290.00 12,645.00


MACHINARY

VIBRATOR(HIRE) 1.00 DAY 1000 1,000.00

LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 100.00 GALS. 15.00 1,500.00


22,177.25

44,354.50

15,672.97





031

PER 0.51 CUBE


MATERIALS

CONCRETE 0.51 CUBE 25,290.00 12,897.90


MACHINARY


RATE PER 0.50 CUBE

RATE PER 1.00 CUBE


RATE PER 0.45 CUBE

RATE PER 1 m3


CO

NSI

DER

5N

os.

CO

LUM

NS,

12

"X1

2"

EAC

H 1

0'-

00

" H

IGH

.C

ON

SID

ER 8

No

s. C

OLU

MN

S, 9

"X9

" EA

CH

10

'-0

0"

HIG

H.(

0.4

5C

UB

E)

RATE PER 1.00 CUBE

RATE PER 1 m3



CEMENT CONCRETE IN 13.5"X13.5" COLUMNS IN GROUND FLOOR

CO

NSI

DER

4N

os.

CO

LUM

NS,

13

.5"X

13

.5"

EAC

H 1

0'-

00

"

HIG

H.(

0.5

1C

UB

E)


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 100.00 GALS. 15.00 1,500.00


22,567.80

44,250.58

15,636.25





032

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 180.00 GALS. 15.00 2,700.00


24,468.55

54,374.56

19,213.62

NOTE:- A. WATER AVAILABLE AT SITE

B.IF WATER IS NOT AVAILABLE, ALLOWANCE BE MADE FOR TRANSPORT OF WATER

033

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 150.00 GALS. 15.00 2,250.00


23,643.55

52,541.22

18,565.80



034

PER 0.45 CUBE


MATERIALS

CONCRETE 0.45 CUBE 25,290.00 11,380.50


MACHINARY



CEMENT CONCRETE IN 6"X6" BEAMS 1st FLOOR LEVEL

CO

NSI

DER

18

0 L

.FT.

OF

BEA

MS

6"X

6".

(0.4

5C

UB

E)

RATE PER 0.45 CUBE(180L.FT.)

RATE PER 1.00 CUBE

RATE PER 1 m3

CO

NSI

DER

4N

os.

CO

LUM

NS,

13

.5"X

13

.5"

EAC

H 1

0'-

00

"

HIG

H.(

0.5

1C

UB

E)

RATE PER 0.50 CUBE

RATE PER 1.00 CUBE

RATE PER 1 m3


CO

NSI

DER

12

0 L

.FT.

OF

BEA

MS

9"X

6".

(0.4

5C

UB

E)


RATE PER 1.00 CUBE

RATE PER 1 m3


CO

NSI

DER

80

L.F

T. O

F B

EAM

S 9

"X9

".(0

.45

CU

BE)


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 120.00 GALS. 15.00 1,800.00


22,818.55

50,707.89

17,917.98



035

PER 50 CU.FT.


MATERIALS

CONCRETE 50.00 CU.FT. 252.90 12,645.00


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


23,009.50

460.19



036

PER 50 CU.FT.


MATERIALS

CONCRETE 50.00 CU.FT. 252.90 12,645.00


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


22,884.50

457.69



037


MATERIALS

CONCRETE 45.00 CU.FT. 252.90 11,380.50


CO

NSI

DER

80

L.F

T. O

F B

EAM

S 9

"X9

".(0

.45

CU

BE)


RATE PER 1.00 CUBE

RATE PER 1 m3

CO

NSI

DER

5"

TK. S

LAB

10

'-0

0"X

12

'-0

0",

VO

LUM

E O

F

CO

NC

RET

E 5

0.0

0 C

U. F

T.

RATE PER 50 CU.FT.(120 SQ.FT.)

RATE PER 1.00 CU.FT.

CEMENT CONCRETE IN 4.5"X6" LINTOLS IN GROUYND FLOOR

CO

NSI

DER

24

0 L

.FT.

(4

5 C

U…

FT.)

5" TK. R.C.C. FLOOR SLAB IN 1st FLOOR

6" TK. R.C.C. FLOOR SLAB IN 1st FLOORC

ON

SID

ER 6

" TK

. SLA

B 1

0'-

00

"X1

0'-

00

" P

AN

EL,

VO

LUM

E O

F C

ON

CR

ETE

50

.00

CU

. FT.

RATE PER 50 CU.FT.(100 SQ.FT.)




MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


21,232.36

471.83



038


MATERIALS

CONCRETE 45.00 CU.FT. 252.90 11,380.50


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


22,368.55

497.08

279.61



039


MATERIALS

CONCRETE 45.00 CU.FT. 252.90 11,380.50


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


22,243.55

494.30

370.73

RATE PER 45 CU.FT.(240 L.FT.)


CO

NSI

DER

24

0 L

.FT.

(4

5 C

U…

FT.)

CEMENT CONCRETE IN 9"X9" LINTOLS IN GROUYND FLOOR




RATE PER 45 CU.FT.(60L.FT.)


RATE PER 01 L.FT.

CO

NSI

DER

60

L.F

T. (

45

CU

…FT

.)RATE PER 01 L.FT.

CO

NSI

DER

80

L.F

T. (

45

CU

…FT

.)




040


MATERIALS

CONCRETE 45.00 CU.FT. 252.90 11,380.50


MACHINARY


LABOURE

MASON 1.00 DAY 900.00 900.00

CARPENTER 1.00 DAY 900.00 900.00



CURING


WATER 90.00 GALS. 15.00 1,350.00


21,868.55

485.97

607.46




RATE PER 01 L.FT.

CO

NSI

DER

36

L.F

T. (

45

CU

…FT

.)




MIXING COPNCRETE 1:2-1/2:5(1")

MIXING COPNCRETE 1:3:6(1-1/2")

MIXING COPNCRETE 1:2:4(3/4")


MIXING COPNCRETE 1:1-1/2:3(3/4")

MIXING COPNCRETE 1:12(3/4")




6" TK. CEMENT CONCRETE FLOOR(MASS CONCRETE)

CEMENT CONCRETE IN 4.5"X6" COLUMNS IN GROUND FLOOR





CEMENT CONCRETE IN 13.5"X13.5" COLUMNS IN GROUND FLOOR





230458122.xls.ms_office FORM WORK 22/41

FORM WORK

041

PER SQ.FT.

(a).MAKING MOULD

1.MATERIALS

1" TK. CLASS II TIMBER 18.15 SQ.FT. 75 1,361.25

2"X2" CLASS II TIMBER FOR YOKES 17.1 L.FT. 25 427.50

2"X1" CLASS II TIMBER FOR BATTENS 16.12 L.FT. 16 257.92

WIRE NAILS 0.75 kgs. 110 82.50

2.FABRICATIONS

LABOURE

CARPENTER 0.50 DAY 900.00 450.00


TOTAL COST 2,879.17

ALLOW IN 4 USES COST 2,879.17

ALLOW IN 4 USES COST OF MOULD PER USE A 719.79

(b). ASSEMBLING(PER USE)

1.MATERIALS

16mmX18" LONG BOLTS(20 USE) 12 Nos. 18.5 222.00

MOULD OIL 0.5 Lts. 160 80.00

4"X2" PROPS 35 L.FT. 33 1,155.00

LABOURE

CARPENTER 0.25 DAY 900.00 225.00


COST OF ASSEMBLING PER USE B 1,832.00

©. DESMANTELING,CLEANING & REPAIRING(PER USE)

LABOURE

CARPENTER 0.25 DAY 900.00 225.00


COST OF DESMANTELING (PER USE) C 375.00

TOTAL COST PER USE 2,926.79

2,926.79

SAWN TIMBER FORM WORK TO 9"X9" CEMENT CONCRETE COLUMN IN GROUND FLOOR

CO

NSI

DER

CO

LUM

N L

ENG

TH O

F 5

'-0

0"

C

ON

CR

ETE

AR

EA 1

5.0

0 S

Q.F

T.

A+B+C

RATE PER SQUARE

230458122.xls.ms_office 230458122.xls.ms_officeBRICK WORK 23/41

BRICK WORK045 BRICK WORK IN CEMENT-SAND 1:5 IN FOUNDATION UP TO DPC

PER CUBE

MATERIALS

BRICKS 1450 Nos. 6.50 9,425.00

WASTAGE 5% 471.25

CEMENT/50kg 4 Bgs. 840.00 3,360.00

SAND 0.25 CUBE 5,500.00 1,375.00

WATER 150 GALs. 15.00 2,250.00

LABOURE

MASON 3.00 DAY 900.00 2,700.00

UN-SKILLED LABOURER 4 DAY 600.00 2,400.00

21,981.25

046 BRICK WORK IN CEMENT-SAND 1:8 IN FOUNDATION UP TO DPC

PER CUBE

MATERIALS

BRICKS 1450 Nos. 6.50 9,425.00

WASTAGE 5% 471.25

CEMENT/50kg 2.33 Bgs. 840.00 1,960.00

SAND 0.375 CUBE 5,500.00 2,062.50

WATER 150 GALs. 15.00 2,250.00

LABOURE

MASON 3.00 DAY 900.00 2,700.00


21,268.75

047 BRICK WORK IN CEMENT-SAND 1:5 IN 4.5" TK. BRICK WALL IN GROUND FLOOR

PER SQUARE

MATERIALS

BRICKS 550 Nos. 6.50 3,575.00

WASTAGE 5% 178.75

CEMENT/50kg 1.3 Bgs. 840.00 1,092.00

SAND 0.1 CUBE 5,500.00 550.00

WATER 50 GALs. 15.00 750.00

LABOURE

MASON 1.50 DAY 900.00 1,350.00


SCAFFOLDING 5% ON LABOURE 127.50

8,823.25

048 BRICK WORK IN CEMENT-SAND 1:5 IN 9" TK. BRICK WALL IN GROUND FLOOR

PER SQUARE

MATERIALS

BRICKS 1090 Nos. 6.50 7,085.00

WASTAGE 5% 354.25

CEMENT/50kg 3 Bgs. 840.00 2,520.00

SAND 0.2 CUBE 5,500.00 1,100.00

WATER 115 GALs. 15.00 1,725.00

LABOURE

MASON 2.25 DAY 900.00 2,025.00



17,187.50

049 BRICK WORK IN CEMENT-SAND 1:5 IN 13.5" TK. IN SUPERSTRUCTURE IN GROUND FLOOR

PER SQUARE

MATERIALS

BRICKS 1630 Nos. 6.50 10,595.00

WASTAGE 5% 529.75

CEMENT/50kg 4.5 Bgs. 840.00 3,780.00

SAND 0.3 CUBE 5,500.00 1,650.00

WATER 170 GALs. 15.00 2,550.00

LABOURE

MASON 3.50 DAY 900.00 3,150.00



25,683.75

RATE PER CUBE

RATE PER CUBE

PER SQUARE

PER SQUARE

PER SQUARE


050 BRICK WORK IN CEMENT-SAND 1:8 IN 9" TK. WALL IN SUPERSTRUCTURE IN GROUND FLOOR

PER SQUARE

MATERIALS

BRICKS 1090 Nos. 6.50 7,085.00

WASTAGE 5% 354.25

CEMENT/50kg 1.75 Bgs. 840.00 1,470.00

SAND 0.3 CUBE 5,500.00 1,650.00

WATER 115 GALs. 15.00 1,725.00

LABOURE

MASON 2.25 DAY 900.00 2,025.00



16,224.00

051 4.5" TK. BRICK WALL (WIRE CUT) IN CEMENT-SAND 1:5 IN GROUND FLOOR

(FACINF TO BRICK WORK MEASURED SEPARATELY)

PER SQUARE

MATERIALS

BRICKS 550 Nos. 18.00 9,900.00

WASTAGE 2% 198.00

CEMENT/50kg 1.2 Bgs. 840.00 1,008.00

SAND 0.08 CUBE 5,500.00 440.00

WATER 30 GALs. 15.00 450.00

LABOURE

MASON 1.50 DAY 900.00 1,350.00



14,673.50

052 9" TK. BRICK WALL (WIRE CUT) IN CEMENT-SAND 1:5 IN GROUND FLOOR


PER SQUARE

MATERIALS

BRICKS 1090 Nos. 18.00 19,620.00

WASTAGE 4% 784.80

CEMENT/50kg 2.5 Bgs. 840.00 2,100.00

SAND 0.18 CUBE 5,500.00 990.00

WATER 100 GALs. 15.00 1,500.00

LABOURE

MASON 2.25 DAY 900.00 2,025.00



29,483.55

053 13.5" TK. BRICK WALL (WIRE CUT) IN CEMENT-SAND 1:5 IN GROUND FLOOR


PER SQUARE

MATERIALS

BRICKS 1630 Nos. 18.00 29,340.00

WASTAGE 2% 586.80

CEMENT/50kg 4.5 Bgs. 840.00 3,780.00

SAND 0.3 CUBE 5,500.00 1,650.00

WATER 50 GALs. 15.00 750.00

LABOURE

MASON 3.75 DAY 900.00 3,375.00



42,915.30

054 EXTRA OVER FOR FACING INCLUDING RAISED POINTING 1/8" TK. IN CEMENT-SAND 1:1 MIXTURE IN GROUND FLOOR

PER SQUARE

MATERIALS

CEMENT/50kg 0.5 Bgs. 840.00 420.00

SAND 0.01 CUBE 5,500.00 55.00

PER SQUARE

PER SQUARE

PER SQUARE

PER SQUARE


WATER 10 GALs. 15.00 150.00

ACID 0.1 GALs. 90.00 9.00

LABOURE

MASON 5.00 DAY 900.00 4,500.00


7,234.00

055 3" TK. FLOOR PAVED IN LIME MORTAR 2:5 IN GROUND FLOOR

PER SQUARE

MATERIALS

BRICKS 350 Nos. 6.00 2,100.00

SLAKED LIME 60 kg 25.00 1,500.00

SAND 0.11 CUBE 5,500.00 605.00

WATER 45 GALs. 15.00 675.00

LABOURE

MASON 1.50 DAY 900.00 1,350.00


7,730.00

056

FOR 10 L.FT'

MATERIALS

BRICKS 120 Nos. 6.00 720.00

CEMENT/50kg 0.5 BAGS 840.00 420.00

SAND 0.05 CUBE 5,500.00 275.00

WATER 15 GALs. 15.00 225.00

LABOURE

MASON 0.50 DAY 900.00 450.00


2,390.00

239.00

057

FOR 10 L.FT'

MATERIALS

BRICKS 140 Nos. 6.00 840.00

CEMENT/50kg 0.8 BAGS 840.00 672.00

SAND 0.05 CUBE 5,500.00 275.00

WATER 20 GALs. 15.00 300.00

LABOURE

MASON 1.25 DAY 900.00 1,125.00


3,962.00

396.20

058

FOR 10 L.FT'

MATERIALS

BRICKS 110 Nos. 6.00 660.00

CEMENT/50kg 0.7 BAGS 840.00 588.00

SAND 0.04 CUBE 5,500.00 220.00

WATER 15 GALs. 15.00 225.00

LABOURE

MASON 1.00 DAY 900.00 900.00


3,343.00

334.30

PER 10 L. FT.

PER 01 L. FT.

BRICK DRAINS IN CEMENT & SAND 1:5 9" WIDE & 6"-9" AVG. DEPTH INCLUDING CEMENT RENDERING .5" TK. 1:2 TO EXPOSED FACES

WITHOUT RAMP INCLUDING NECESSARY EXCAVATION.

PER 10 L. FT.

PER 01 L. FT.

STEPS 1'-1.5"X0'-6" IN BRICK IN CEMENT & SAND 1:5 WITH .5" TK. CEMENT & SAND 1:2 RENDERING INCLUDING NECESSARY EXCAVATION

PER 10 L. FT.

PER 01 L. FT.

BRICK DRAINS IN CEMENT & SAND 1:5, 9" WIDE & 6"-9" AVG. DEPTH INCLUDING CEMENT RENDERING .5" TK. 1:2 TO EXPOSED FACES

WITH 1"-6" RAMP INCLUDING NECESSARY EXCAVATION.

PER SQUARE

PER SQUARE


059

PER SQUARE 10'-00"X10'-00" AREA(SIZE OF EACH BLOCK 16"X8"X8")

MATERIALS

BLOCKS 112 Nos. 18.00 2,016.00

WASTAGE 5% 100.80

CEMENT/50kg 0.75 BAGS 840.00 630.00

SAND 0.06 CUBE 5,500.00 330.00

WATER 15 GALs. 15.00 225.00

LABOURE

MASON 1.50 DAY 900.00 1,350.00


SCAFOLDING 3% ON LABOURER 85.50

6,237.30

060

PER SQUARE 10'-00"X10'-00" AREA(SIZE OF EACH BLOCK 16"X8"X4")

MATERIALS

BLOCKS 112 Nos. 18.00 2,016.00

WASTAGE 5% 100.80

CEMENT/50kg 0.4 BAGS 840.00 336.00

SAND 0.03 CUBE 5,500.00 165.00

WATER 15 GALs. 15.00 225.00

LABOURE

MASON 1.00 DAY 900.00 900.00



5,047.80

8" TK. HOLLOW BLOCK WORK IN CEMENT-SAND MORTAR 1:5 IN GROUND FLOOR(CAVITIES UN0FILLED)

PER SQUARE

4" TK. HOLLOW BLOCK WORK IN CEMENT-SAND MORTAR 1:5 IN GROUND FLOOR(CAVITIES UN0FILLED)

PER SQUARE

RANDOME RUBBLE MASONARY

061

PER CUBE (14" THICK)

MATERIALS

6"X9" RUBBLE 1.3 CUBE 1,750.00 2,275.00

CEMENT/50kg 5 BAGS 840.00 4,200.00

SAND 0.3 CUBE 5,500.00 1,650.00

WATER 100 GALs. 15.00 1,500.00

LABOURE

MASON 4.00 DAY 900.00 3,600.00


16,825.00

062

PER CUBE (14" THICK)

MATERIALS

6"X9" RUBBLE 1.3 CUBE 1,750.00 2,275.00

CEMENT/50kg 5 BAGS 840.00 4,200.00

SAND 0.3 CUBE 5,500.00 1,650.00

WATER 100 GALs. 15.00 1,500.00

LABOURE

MASON 4.50 DAY 900.00 4,050.00



18,122.50

RANDOME RUBBLE MASONARY IN CEMENT-SAND MORTAR 1:5 IN FOUNDATION

PER CUBE

RANDOME RUBBLE MASONARY IN CEMENT-SAND MORTAR 1:5 IN SUPERSTRUCTURE

PER CUBE

0

TILING063

PER SQUAREMATERIALS

8"X8" PRESSED TILE 225 Nos. 75.00 16,875.00


CEMENT/50kg 1.25 BAGS 840.00 1,050.00

SAND 0.07 CUBE 5,500.00 385.00

VAX POLISH 113.40 Grms - lb GRAMS

COLOURED PIGMENT 113.40 Grms - 1 453.59237

COTTON WAST 1000 Grms -

LABOURE

MASON 4.00 DAY 900.00 3,600.00


UN-SKILLED LABOURER 0.50 DAY 600.00 300.00 POLISHING

25,453.75

064

PER SQUAREMATERIALS

6"X6" GLAZEDD TILE 400 Nos. 45.00 18,000.00


CEMENT/50kg 2.5 BAGS 840.00 2,100.00

SAND 0.11 CUBE 5,500.00 605.00

WHITE CEMENT 450 Grms -




LABOURE

MASON 4.00 DAY 900.00 3,600.00


UN-SKILLED LABOURER 0.50 DAY 600.00 300.00 CLEANING

28,805.00

065

PER SQUAREMATERIALS

12"X12" TERRAZZO TILE 100 Nos. - -

ADD FOR WASTAGE 5% -

CEMENT/50kg 1.25 BAGS 840.00 1,050.00

SAND 0.07 CUBE 5,500.00 385.00

COLOURED PIGMENT 1000 Grms -




LABOURE

MASON 4.00 DAY 900.00 3,600.00


UN-SKILLED LABOURER 0.50 DAY 600.00 300.00 POLISHING

7,135.00 PER SQUARE

PRESSED FLOOR TILES BEDDED IN .5" CEMENT MORTAR 1:2 & POINTING IN NEET CEMENT IN GROUND FLOOR

PER SQUARE

GLAZED TILES FIXED TO WALLS INCLUDING BEDDING IN CEMENT MORTAR 1:2 & RAKING IN GROUND LOOR

(SPECIALS MEASURED SEPARATELY)

PER SQUARE

TERRAZZO FLOOR TILES ON .5" TK. CEMENT & SEND 1:2 IN GROUND FLOOR.

0

230458122.xls.ms_office ROOFING 36/41

ROOFING

066

PER 6.00 SQUARES

MATERIALS

TIMBER 34 CU.FT. - -


2"X1" REEPERS 660 L.FT. -


WIRE NAILS 6" 4 kg -

WIRE NAILS 2" 1.00 kg -

LABOURE

CARPENTER 7.00 DAY 900.00 6,300.00


11,100.00

1,850.00

067

(TIMBER FRAME WORK & RIDGE COVERING MEASURED SEPARATELY)PER 6.00 SQUARES

MATERIALS

TILES 750 Nos. 45.00 33,750.00

LABOURE

CARPENTER 3.00 DAY 900.00 2,700.00


38,250.00

6,375.00

068

PER 3.600 SQUARES

MATERIALS

LIMBER PURLING 13.25 CU.FT. -


LABOURE

CARPENTER 2.50 DAY -

UN-SKILLED LABOURER 3.00 DAY -

-

-

PER 1.00 SQUARE

TIMBER FRAME WORK FOR CORRUGATED ASBESTOS SHEET ROOF IN SINGLE

STORY BUILDING

PER 3.6 SQUARE

PER 1.00 SQUARE

TIMBER FRAME WORK FOR CALICUT TILE ROOF IN SINGLE STORY BUILDING

CONSISTING OF WALL PLATE,BEAM,RIDGE PLATE,RAFTERS ETC.(PRESERVATIVE

TREATMENR TO BE MEASURED SEPARATELY)

PER 6.00 SQUARE

PER 1.00 SQUARE

ROOF COVERING WITH CALICUT PATTERN CLAY TILES IN SINGLE STORY

BUILDING

PER 6.00 SQUARE



069

(TIMBER FRAME WORK & RIDGE COVERING MEASURED SEPARATELY)PER 3.6 SQUARES

MATERIALS

CORU. ASB. SHEETS 420 SQ.FT. -

ROOFING SCREW & WASHERS 72 Nos. -

LABOURE -

CARPENTER 1.00 DAY 900.00 900.00


2,100.00

583.33

070

PER SQUARE

MATERIALS

HALF ROUND CLAY TILES 650 Nos. -

LABOURE -


1,200.00

071

PER 13'-4" LENGTH

MATERIALS

3'-8" LONG RIDGING 4 PAIRS -

ROOFING SCREW BOLTS 16 Nos. -

LABOURE -

CARPENTER 0.25 DAY 900.00 225.00


375.00

28.13

072

PER 12'-00" L.FT.

MATERIALS

RIDGE TILES 9 Nos. -

CEMENT/50kg 0.33 BAGS -

SAND 0.02 CUBE -

SLAKED LIME 7.5 kg -

COLOURING POWDER 250 GRAM -

LABOURE -

MASON 0.25 DAY 900.00 225.00


375.00

ROOF COVERING WITH CORRUGATED ASBSETOS SHEETS IN SINGLE STORY

BUILDING

PER 3.60 SQUARE

PER 1.00 SQUARE

ONE LAYER HALF ROUND CLAY TILES OVER ASBESTOS ROOF COVERING

RIDGE COVERING WITH CALICUT PATTERN RIDGE T ILES BEDDED IN CEMENT

LIME MORTAR 1:1:4

ASBESTOS CLOSE FITTINGS RIDGING FIXED COMPLETE WITH ROOFING SCREWS

OR BOLTS (HOOKS)

PER 1.00 SQUARE

PER 13'-4" RIDGING

PER 1-00" RIDGING

PER 12'-00" RIDGING



31.25

073

PER 100 L.FT.

MATERIALS

1" PLANKS 75 SQ.FT. -


1.5" BRASS SCREWS 70 Nos. -

LABOURE -

CARPENTER 3.00 DAY 900.00 2,700.00


ADD FOR SCAFOLDING 5% ON LABOURE 225.00

4,725.00

47.25

074

PER 100 L.FT.

MATERIALS

1" PLANKS 75 SQ.FT. -


1.5" BRASS SCREWS 50 Nos. -

LABOURE -

CARPENTER 3.00 DAY 900.00 2,700.00


ADD FOR SCAFOLDING 5% ON LABOURE 225.00

4,725.00

47.25

075 ROOF PLUMBING

CONSIDER 15'-00"

MATERIALS

G.I.SHEETS 8'X4' 2 Nos. -

WOOD PRESERVATIVE 0.25 GAL. -


SLAKED LIME 25 GRAM -

SAND 0.01 CUBE -

PLANKS 50 SQ.FT. -

1.5" WIRE NAILS 1 kg -

LABOURE

a. FIXED BOARDING & APPLYING WOOD PRESERVATIVE

CARPENTER 1.00 DAY 900 900.00

UN-SKILLED LABOURER 1.00 DAY 600 600.00

b.MAKING & FIXING G.I. SHEETS

TINKER 0.5 DAY 750 375.00

PER 1-00" RIDGING

3/4"X9" HIGH VALANCE BORD FIXED WITH BRASS SCREWS TO END OF RAFTERS

(FOE TILE ROOFING)

3/4"X9" HIGH BARGE BORD FIXED WITH BRASS SCREWS AT 2'-00" CENTERS TO

SIDES OF RAFTERS (FOE TILE ROOFING)

PER 100 L.FT.

PER 1.00 L.FT.

PER 100 L.FT.

PER 1.00 L.FT.

18 B.W.G. (1.2mm) GALVENIZED IRON SHEETS VALLY GUTTER 3'-00" GIRTH OVERALL

ONCE BENT WITH END LAPS NOT LESS THAN 9" WIDTH INCLUDING 3/4" TONGUED &

GROOVED PLANKS LAID TO SLOP & PROFILE ON TIMBER MEMBERS.




c. BUILDING SIDES

MASON 0.25 DAY 900 225.00


2,700.00

180.00

076

CONSIDER 15'-00" L.FT.

MATERIALS

G.I.SHEETS 8'X4' 1 Nos. -


SAND 0.01 CUBE -

SOLDERING LEAD 0.5 kg -

LABOURE -

CUTTING.BENDING, SOLDERING & FIXING -

TINKER 0.5 DAY -

MASON 0.125 DAY -


-

-

077

PER 1.95 SQUARE

MATERIALS

CLASS I TIMBER 8 CU.FT. -

2" WIRE NAILS 0.5 kg -

FIBER/PLASTIC PLUGS 26 Noa. -


SAND 0.02 CUBE -

2" BRUSH 1 Noa. -

THINNER 0.33 GLS. -

LABOURE -

CARPENTER 2.50 DAY -

MASON 0.5 DAY -


ADD FOR SCSFOLDING 3% ON LABOURE -

-

-

PER 01 L.FT.

PER 15 L.FT.

RATE FOR 1.00 SQUARE

18 B.W.G. (1.2mm) GALVENIZED IRON FLASHING 1'-6" GIRTH OVERALL 3 TIMES BENT

WITH END LAPS NOT LESS THAN 6" . LEAD SOLDERD,TURNED & TRUNKED UP TO NOT

LESS THAN 6" IN TO CASE CUT IN WALL & POINTED IN CEMENT MORTAR 1:2 LOWER

END DRESSED OVER ROOF COVER ING NOT LESS THAN 1'-00" WIDE

PER 15 L.FT.

PER 01 L.FT.

TIMBER FRAME WORK FOR 4'-00"X4'-00" FLAT ASBESTOS CEILING OF 4"X2" JOIST &

2"X2" BEARERS IN CLASS I TIMBER.




078

PER 1.95 SQUARE

MATERIALS

FLAT ASBESTOS SHEETS 210 SQ.FT. -

HALMILLA COVER MOULD 2"X2" 60 L.FT. -

1.5"X1.5" HALMILLA BEADINGS 125 L.FT. -

CLOUT NAILS 250 GRAMS -

1.5" BRASS SCREWS 8 DOZ -

LABOURE -

CARPENTER 1.5 DAY -

UN-SKILLED LABOURER 2 DAY -

ADD FOR SCSFOLDING 3% -

-

-

079

CONSIDER ROOM 15'-00"X13'-00"

FOR 1.95 SQUARS

MATERIALS

4"X2" TIMBER JOIST 115 L.FT. -

6"X3/4" LUNUMIDELLA PLANKS 215 SQ.FT. -

CEMENT 1.5 kg -

SAND 0.04 CUBE -

BRASS NAILS 1.5" 4 kg -

LABOURE

MAKING HOLES,FIXING JOIST & MAKING GOOD

MASON 1 DAY -

CARPENTER 1 DAY -


FIXING CEILING BOARDS

CARPENTER 3 DAY -



-

-

3/4" TK. TONGUED & GROOVED LUNUMIDELLA CEILING BOADS FIXED

HORIZONTEL ON 4"X2" CLASS I TIMBER JOIST AT 2'-00" CENTERS WITH 1.5"

BRASS NAILS.



HORIZONTAL CEILING LINING USING 4'-00"X4'-00" FLAT ASBESTOS CEMENT

SHEET FIXED WITH & COVER MOULDING ON TIMBER FRAME WORK(TIMBER

FRAME WORK & PAINTING MEASURED SEPARATELY)





080

CONSIDER 15'-00"X12'-00" 1.80 SQUARS

MATERIALS

CEILING PLANKS 220 SQ.FT.

2"X1/4" TIMBER STRIPS 40 L.FT.

3/4" NAILS 2 kg

1.5" BRASS NAILS 4 kg

LABOURE

CARPENTER 3 DAY -

UN-SKILLED LABOURER 6 DAY


-

- RATE FOR 1.00 SQUARE

3/4" X6" WIDE TONGUED & GROOVED LUNUMIDELLA CEILING BOADS FIXED

TO UNDER SIDE OF TOOF RAFTERS,(EXISTING) WITH 1.5" BRASS NAILS,

INCLUDING LEVELING WITH TIMBER STRIPS WHERE NECESSARY.



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