Unit Price Analysis

UNIT PRICE ANALYSIS NO

DESCRIPTION

UNIT RATE (Rp.)

1 1 M1 Tempo Temporary rary Fence Fence 0.023 m3 Wood beam Meranti 1.430 pcs Seng 1.000 s !abo"r cost 1.000 s Too # e$"ipment

Rp Rp Rp Rp

806.45 2.10 0.81 0.2%

S"mmary

2 1 M2 )eaning )eaning 1.000 s 1.000 s 1.000 s

site site Too # *ard e$"ipment Rp )eaning Rp !abo"r cost Rp S"mmary

3 1 M2 Meas"remen Meas"rementt 1.000 s !abo"r cost 1.000 s Too # e$"ipment

Rp Rp

0.32 0.08 0.08

0.11 0.05

S"mmary

LABOUR COST (Rp.)

MATERIAL (Rp.)

Rp Rp Rp

0.81

Rp

0.81

Rp Rp

Rp Rp

0.08 0.08

0.05 0.05

18.55 3.00

Total

Rp Rp Rp 0.2% Rp 21.82 Rp 10& 'ro(it 'ro(it Rp Rp

18.55 3.00 0.81 0.2% 22.62 2.26 2.26 24.88

Rp Rp

0.32 0.08

Total

Rp Rp Rp 0.40 Rp 10& 'ro(it 'ro(it Rp Rp

0.32 0.08 0.08 0.48 0.05 0.05 0.53

Rp

0.11

0.11 0.05 0.16 0.02 0.02 0.8 8.%

12.10 50.00

Rp Rp Rp 62.10 Rp 10& 'ro(it 'ro(it Rp Rp

12.10 50.00 0.16 62.26 6.23 6.23 %8.48

Rp Rp  Rp 10& 'ro(it 'ro(it Rp

0.12 0.20 0.32 0.03 0.03 0 .3 5

Rp Rp  Rp 10& 'ro(it 'ro(it Rp Rp

0.65 4.00 4.65 0.46 0.46 5.

Total

Rp Rp  Rp 10& 'ro(it 'ro(it Rp Rp

%.53 0.16 %.6 0.%% 0.%% 8.4%

Rp

6.%4

6.%4 0.04 0.10 6.88 0.6 0.6 &.5&

Rp Rp

Rp

Rp Total

!o"  po#$t 4 1 M1 +o, +o,pa pann0.015 m3 Wood beam Meranti 1.000 s Too # e$"ipment 1.000 s !abo"r cost

Rp Rp Rp

8 06 06.45 50.00 0.16

S"mmary

Rp Rp Rp Rp

0.16 0.16

Rp Total

5 1 M3 Top Top Soi /caatio /caation n 0.%50 !abo"r 0.020 S"perisor

Rp Rp

0.16 10.00

S"mmary

Rp Rp Rp

0.12 0.20 0.32

TOTAL PRICE (Rp.)

Rp

Rp Rp 0.11 Rp 10& 'ro(it 'ro(it Rp Rp Rp

Total 6 1 M3 ard ard Soi /caati /caation on 4.000 !abo"r 0.400 S"perisor

Rp Rp

0.16 10.00

S"mmary

Rp Rp Rp

0.65 4.00 4.65

Rp Total

% 1 M3 /caation /caation !imestone !imestone 1.000 s eay e$"ipment 1.000 s !abo"r cost

Rp Rp

%.53 0.16

S"mmary

8 1 M3 )ompacted )ompacted Soi Soi 1.200 m3 Soi 0.250 !aborer 0.010 S"perisor

Rp Rp Rp S"mmary

5.62 0.16 10.00

Rp Rp Rp

Rp Rp Rp

%.53 0.16 %.6

0.04 0.10 0.14

Rp

Rp Total

Rp Rp Rp 6.%4 Rp 10& 'ro(it 'ro(it Rp Rp

NO

DESCRIPTION

UNIT RATE (Rp.)

 1 M3 )ompacted Sand in Fi 1.150 m3 Sand 0.250 !abo"r 0.001 S"perisor

Rp Rp Rp

11.83 0.16 10.00

S"mmary

10 1 M3 )ompacted imestone in (i 1.100 m3 !imestone 1.000 s Toos 0.015 !abo"r 0.001 S"perisor

Rp Rp Rp Rp

6.6 0.02 0.16 10.00

S"mmary

LABOUR COST (Rp.)

MATERIAL (Rp.)

Rp Rp Rp Rp

Rp Rp Rp

0.04 0.01 0.05

0.00 0.01 0.01

13.60

Total

Rp Rp Rp 13.60 Rp 10& 'ro(it Rp Rp

13.60 0.04 0.01 13.65 1.3% 5.02

Rp Rp

%.36 0.02

%.36 0.02 0.00 0.01 %.3 0.%4 8.3

Rp

Rp Total

11 1 M3 !ean concrete 1  3  5 125 0.10 m3 )oraconcrete grae 0.540 m3 )oncrete sand 3.632 7a- )ement 9resi- 50 -g: 15.000 m2 Wire Mes* M6 15.000 m2 'astic membran 0;20 15.000 !aborer 1.500 Mason 0.150 S"perisor S"mmary

Rp Rp Rp Rp Rp Rp Rp Rp

11.83 11.83 3.8% 1.08 1.02 0.16 %.50 10.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp

2.42 11.25 1.50 15.1%

TOTAL PRICE (Rp.)

Rp

Rp Rp Rp Rp %.38 Rp 10& 'ro(it Rp Rp

10.%6 6.3 14.06 16.13 15.32


10.%6 6.3 14.06 16.13 15.32 2.42 11.25 1.50 %%.83 %.%8 85.%

.%0 6.3 26.32

Rp Rp Rp Rp Rp Rp 42.41 Rp 10& 'ro(it Rp Rp

.%0 6.3 26.32 0.%5 0.32 3.00 46.48 4.65 5.3

45.16

45.16 1.61 1.61 48.3 4.84 53.23

12.10 0.30 3.23 0.11

12.10 0.30 3.23 0.11 2.38 0.00 0.0% 18.1 1.82 20.00

62.66 10& 'ro(it

Total 12 1 M3 )oncrete Site Mi/er  225 0.820 m3 )oraconcrete grae 0.540 m3 )oncrete sand 6.800 7a- )ement 9resi- 50 -g: 0.100 Mason 2.000 !aborer 0.300 S"perisor S"mmary

Rp Rp Rp Rp Rp Rp

11.83 11.83 3.8% %.50 0.16 10.00

Rp Rp Rp Rp Rp Rp Rp

0.%5 0.32 3.00 4.0%

Rp Total

13 1 M3 )onrete Ready Mi/  225 1.050 m3 )oncrete Ready mi/ 225 Rp 1.000 s !abo"r cost Rp 1.000 s )oncrete p"mp Rp S"mmary

43.01 1.61 1.61

Rp Rp Rp

1.61 1.61

Rp Rp Total

14 1 M2 Form Wor0.015 m3 Meranti beam 0.400 -g
Rp Rp Rp Rp Rp Rp Rp S"mmary

806.45 0.%5 8.06 0.11 8.50 0.16 10.00


2.38 0.00 0.0% 2.45

Rp Total

Rp Rp 1.61 Rp 46.%% Rp 10& 'ro(it Rp Rp

Rp Rp Rp Rp Rp Rp Rp 15.%3 Rp 10& 'ro(it Rp Rp

NO

DESCRIPTION

UNIT RATE (Rp.)

15 1 g 'ain Stee +ars 1.100 -g 'ain stees bars 0.020 -g Wire mes* 1.000 s Toos 0.025 >ronman

Rp Rp = Rp

0.38 1.05 0.11 %.50

S"mmary

LABOUR COST (Rp.)

MATERIAL (Rp.)

Rp Rp Rp Rp Rp

0.1 0.1

Rp Total

16 1 M3 )oncrete Fo"ndation 1.000 m3 )oncrete 1  2  3 300.000 -g 'ain stee bars 10.000 m2 Form ,or-

Rp Rp Rp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 56.25 24.55 84.8%

Rp Rp Rp Rp

0.42 0.02 0.11

Rp Rp Rp Rp 0.55 Rp 10& 'ro(it Rp Rp

Rp Rp Rp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 46.88 24.55 %5.4

Rp Rp Rp Rp

Rp Rp Rp Rp Rp Rp

46.48 220.85 181.86 44.1 44.2 4'4.

42.41 13%.1% 15%.31 336.8 10& 'ro(it

Rp Rp Rp Rp Rp Rp

46.48 184.04 181.86 412.38 41.24 453.%2

42.41 13%.1% 15%.31 336.8 10& 'ro(it

Rp Rp Rp Rp Rp Rp

46.48 184.04 181.86 412.38 41.24 453.%2

42.41 10.%3 15%.31 30.45 10& 'ro(it

Rp Rp Rp Rp Rp Rp

46.48 14%.23 181.86 3%5.5% 3%.56 43.3

42.41 6.02 15%.31 25.%4 10& 'ro(it

Rp Rp Rp Rp Rp Rp

46.48 128.83 181.86 35%.1% 35.%2 3'2.88

42.41 54.8% 130.5% 22%.84 10& 'ro(it

Rp Rp Rp Rp Rp Rp

46.48 %3.62 150.4 2%1.04 2%.10 2'8.4

Rp Rp Rp Rp 20.5 Rp 10& 'ro(it Rp Rp

18.82 1.%% 8.%5 0.25 2.5 2.6 32.55

Total 18 1 M3 )oncrete )oo"m 1.000 m3 )oncrete 1  2  3 250.000 -g 'ain stee bars 10.000 m2 Form ,or-

Rp Rp Rp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 46.88 24.55 %5.4

Rp Rp Rp Rp Total

1 1 M3 )oncrete 1.000 m3 200.000 -g 10.000 m2

beam )oncrete 1  2  3 'ain stee bars Form ,or-

Rp Rp Rp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 3%.50 24.55 66.12

Rp Rp Rp Rp Total

20 1 M3 )oncrete Ring +eam; practica coo"mn 1.000 m3 )oncrete 1  2  3 Rp 1%5.000 -g 'ain stee bars Rp 10.000 m2 Form ,orRp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 32.81 24.55 61.43

Rp Rp Rp Rp Total

21 1 M3 )oncrete Roo( Sab 1.000 m3 )oncrete 1  2  3 100.000 -g 'ain stee bars 8.300 m2 Form ,or-

Rp Rp Rp S"mmary

46.48 Rp 0.%4 Rp 18.1 Rp Rp

4.0% 18.%5 20.3% 43.20

Rp Rp Rp Rp Total

22 1 M3 !oose Fo"ndation 1.000 m3 Rier Stone 0.150 m3 Sand Food 2.500 !aborer 0.025 S"perisor

Rp Rp Rp Rp S"mmary

18.82 11.83 3.50 10.00

Rp Rp Rp Rp Rp

8.%5 0.25 .00

Rp Total

0.42 0.02 0.11 0.1 0.%4 0.0% 0.8

42.41 164.60 15%.31 364.32 10& 'ro(it

Total 1% 1 M3 )oncrete teabeam soo(: 1.000 m3 )oncrete 1  2  3 250.000 -g 'ain stee bars 10.000 m2 Form ,or-

TOTAL PRICE (Rp.)

18.82 1.%%

NO

DESCRIPTION

UNIT RATE (Rp.)

23 1 M3 Rier stone Fo"ndation 1  5 1.000 m3 Rier stone 1.%50 ?a- )ement 0.350 m3 Sand 1.000 s Toos 0.500 Mason 1.00 !aborer 0.120 S"perisor


18.82 3.8% 14.52 0.05 %.50 3.50 10.00

S"mmary

LABOUR COST (Rp.)

MATERIAL (Rp.)


3.%5 6.65 1.20 11.60

18.82 6.%% 5.08 0.05

18.82 6.%% 5.08 0.05 3.%5 6.65 1.20 42.33 4.23 4%.5%

2.03 6.% 6.3 0.05

2.03 6.% 6.3 0.05 %.50 10.50 1.00 61.44 6.14 %&.58 &.43

2.03 13.55 5.4 0.05

Rp Rp Rp Rp Rp Rp Rp 48.12 Rp 10& 'ro(it Rp Rp Rp

2.03 13.55 5.4 0.05 %.50 10.50 1.00 6%.12 6.%1 &3.83 8.2

0.65 0.63 0.05

Total


0.65 0.63 0.05 1.50 0.88 0.03 3.%4 0.3% 4.

Rp Rp Rp

0.65 0.42 0.05

0.65 0.42 0.05 1.13 1.12 0.03 3.40 0.34 3.&4

Rp Total

24 1 M3 +ric- Wa 1  5 600.000 pcs +ric1.800 7a- )ement 0.440 m3 Sand 1.000 s Toos 1.000 Mason 3.000 !aborer 0.100 S"perisor


0.05 3.8% 14.52 0.05 %.50 3.50 10.00

S"mmary


%.50 10.50 1.00 1.00

Rp Total

!o"  M2 25 1 M3 +ric- Wa 1  2 600.000 pcs +ric3.500 7a- )ement 0.3%8 m3 Sand 1.000 s Toos 1.000 Mason 3.000 !aborer 0.100 S"perisor


0.05 3.8% 14.52 0.05 %.50 3.50 10.00

S"mmary


%.50 10.50 1.00 1.00

Rp Total

!o"  M2 26 1 M2 'aster 1  5 0.168 7a- )ement 0.030 m3 Sand 1.000 Toos 0.200 Mason 0.250 !aborer 0.003 S"perisor

Rp Rp Rp Rp Rp Rp

3.8% 20.% 0.05 %.50 3.50 10.00

S"mmary

2% 1 M2 'aster 1  2 0.168 7a- )ement 0.020 m3 Sand 1.000 Toos 0.150 Mason 0.320 !aborer 0.003 S"perisor

Rp Rp Rp Rp Rp Rp S"mmary

3.8% 20.% 0.05 %.50 3.50 10.00


Rp Rp Rp Rp

1.50 0.88 0.03 2.41

1.13 1.12 0.03 2.28

TOTAL PRICE (Rp.)

Rp

Rp Total

Rp Rp Rp Rp Rp Rp Rp 30.%3 Rp 10& 'ro(it Rp Rp

Rp Rp Rp Rp Rp Rp Rp 42.44 Rp 10& 'ro(it Rp Rp Rp

1.12 10& 'ro(it


NO

DESCRIPTION

UNIT RATE (Rp.)

28 1 M2 Smoot* 'aster 1  3 0.100 7a- )ement 0.006 m3 Sand 1.000 Toos 0.100 Mason 0.230 !aborer 0.025 S"perisor

Rp Rp Rp Rp Rp Rp

3.8% 20.% 0.16 %.50 3.50 10.00

S"mmary

LABOUR COST (Rp.)

Rp Rp Rp Rp

0.%5 0.81 0.25 1.81

MATERIAL (Rp.)

Rp Rp Rp

0.3 0.13 0.16

Rp

0.6% 10& 'ro(it


0.3 0.13 0.16 0.%5 0.81 0.25 2.48 0.25 2.&3


0.2 0.1 0.16 0.%5 0.81 0.25 2.45 0.24 2.%'

4.38 0.08 0.54

Total

Rp Rp Rp Rp Rp Rp Rp 5.00 Rp 10& 'ro(it Rp Rp

4.38 0.08 0.54 4.25 1.00 0.35 0.20 10.80 1.08 .88

Rp Rp Rp

1.42 0.08 0.54

1.42 0.08 0.54 0.85 0.10 0.35 0.03 3.36 0.34 3.&0

1%.85

1%.85 1.13 0.%0 0.20 0.0% 0.%% 20.%1 2.0% 22.&'

Total 2 1 M2 Smoot* 'aster 1  2 0.0%5 7a- )ement 0.00 m3 Sand 1.000 Toos 0.100 Mason 0.230 !aborer 0.025 S"perisor

Rp Rp Rp Rp Rp Rp

3.8% 20.% 0.16 %.50 3.50 10.00

S"mmary

Rp Rp Rp Rp

0.%5 0.81 0.25 1.81

Rp Rp Rp

0.2 0.1 0.16

Rp

0.64 10& 'ro(it

Total 30 1 M2 Ra(ter ,or- non e/posed: 0.011 m3 am(er ,ood ra(ter 5% 0.110 -g
31 1 M2 !at* ,or0.004 m3 0.080 -g 1.000 s 0.100 0.010 0.100 0.003

am(er ,ood at* 23


3%.85 0.%5 0.54 8.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

354.84 0.% 0.54 8.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

Rp Rp Rp 4.25 1.00 0.35 0.20 5.80

0.85 0.10 0.35 0.03 1.33

Rp

Rp Total

32 1 M2 Roo( tie e/. @ati,angi 21.000 pcs Roo( tie e/. @ati,angi 0.150 Mason 0.200 !aborer 0.020 S"perisor 1.000 s Toos 1.100 m2 R"bber g"tter S"mmary

Rp Rp Rp Rp Rp Rp

0.85 %.50 3.50 10.00 0.0% 0.%0

Rp Rp Rp Rp

Rp

1.13 0.%0 0.20

2.03

TOTAL PRICE (Rp.)

Rp Rp Rp Total


Rp Rp Rp Rp 0.0% Rp 0.%% Rp 18.6 Rp 10& 'ro(it Rp Rp

NO

DESCRIPTION

UNIT RATE (Rp.)

33 1 M1 Roo( ridge tie e/. @ati,angi 1.000 m1 Roo( ridge e/. @ati,angi 0.338 7a- )ement 0.032 m3 Sand 1.000 Toos 0.100 Mason 0.200 !aborer 0.010 S"perisor S"mmary

34 1 M1 !istpan0.003 m3 0.025 -g 1.000 0.032 0.002 0.180 0.001

,orWood board -, >


35 Foor Finis*ing by  a 1 M2 )eramic 'atin"m 1 / 30 / 30 1.000 m2 )eramic 1 / 30 / 30 Miami +one 0.140 7a- )ement 0.025 m3 Sand 1.000 s AM gro"t 1.000 s !abo"r cost S"mmary

36 Wa Finis*ing by  a 1 M2 )eramic Asia 1 / 20 / 20 1.000 m2 )eramic 1 / 20 / 20 0.325 7a- )ement 0.034 m3 Sand 1.000 s AM gro"t 1.000 s !abo"r cost

MATERIAL (Rp.)


451.61 0.% 3.50 8.50 Rp 10.00 Rp 0.0% Rp %.50 Rp Rp

0.%5 0.%0 0.10 1.55

0.2% 0.02 0.01 0.01 0.31

TOTAL PRICE (Rp.)

1.50 1.31 0.6% 0.0%

Total


1.50 1.31 0.6% 0.0% 0.%5 0.%0 0.10 5.10 0.51 5.%

Rp Rp Rp

1.35 0.02 3.50

Total


1.35 0.02 3.50 0.2% 0.02 0.01 0.01 5.1 0.52 5.&

Rp

4.30

Rp

Rp

Rp

4.30

Rp

4.30

Rp Rp Rp Rp

3.8% 20.% 0.54 2.3%

Rp Rp Rp

0.54 0.52 0.54

Total

Rp Rp Rp Rp 5.0 Rp 10& 'ro(it Rp Rp

0.54 0.52 0.54 2.3% 8.2% 0.83 '.0

Rp Rp Rp Rp

5.38 1.26 0.%1 0.54

Total

Rp Rp Rp Rp Rp %.88 Rp 10& 'ro(it Rp Rp

5.38 1.26 0.%1 0.54 2.42 10.30 1.03 .33

Rp Rp Rp

3.3 1.16 0.%3

Total

Rp Rp Rp Rp Rp Rp Rp 5.2% Rp 10& 'ro(it Rp Rp

3.3 1.16 0.%3 1.13 0.10 1.12 0.20 %.82 0.%8 8.%0

Rp

2.31

2.31 2.15 0.05 4.52 0.45 4.'&

Rp Rp Rp Rp Rp S"mmary

3% 1 M2 )onboc- (or ,a 1  5 14.0000 +* )onboc0.3000 ?a- 'ortand )ement 0.0500 M3 Sand 0.1500 Mason 0.0100 )*ie( o( mason 0.3200 !aborer 0.0200 S"perisor

1.50 3.8% 20.% 0.0% %.50 3.50 10.00

LABOUR COST (Rp.)


38 1 M2 paing stone 25.0000 +* 'aing stone 6/20/20 cm Rp 1.0000 !s !abo"r cost Rp 1.0000 !s Too Rp S"mmary

5.38 3.8% 20.% 0.54 2.42

Rp Rp

Rp Rp

0.24 3.8% 14.52 %.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

0.0 2.15 Rp 0.05 Rp

2.3% 2.3%

2.42 2.42

1.13 0.10 1.12 0.20 2.55

Rp

Rp

Rp

2.15 2.15

Rp Rp Total

Rp Rp 0.05 Rp 2.3% Rp 10& 'ro(it Rp Rp

NO

DESCRIPTION

UNIT RATE (Rp.)

3 1 M2 'aint 1/ base coat; 2/ painting to ,a 0.2350 g Wa paint 0.1250 g 'aint base pam"r: 0.0500 !br Sand 'aper 0.0160 'ainter 0.0120 )*ie( o( painter 0.0%50 !aborer 0.0040 S"perisor 1.0000 !s Too S"mmary


40 10 M2 'aint 1/ base coat; 2/ painting to ,oodiron 0.8360 g Wood paint base coat Rp 1.0000 g Wood gossy paint Rp 5.0000 !br Sand 'aper Rp 1.1250 'ainter Rp 0.1120 )*ie( o( painter Rp 0.2500 !aborer Rp 0.03%0 S"perisor Rp 1.0000 !s Too Rp S"mmary

LABOUR COST (Rp.)

6.45 4.52 0.3 6.00 Rp 8.50 Rp 3.50 Rp 10.00 Rp 0.25 Rp

2.06 3.23 0.3 6.00 Rp 8.50 Rp 3.50 Rp 10.00 Rp 0.25 Rp

MATERIAL (Rp.)

Rp Rp Rp

1.52 0.56 0.02

Total

Rp Rp Rp Rp Rp Rp Rp 0.25 Rp 2.35 Rp 10& 'ro(it Rp Rp

1.52 0.56 0.02 0.10 0.10 0.26 0.04 0.25 2.85 0.2 3.4

Rp Rp Rp

1.%3 3.23 1.4

Rp Rp Rp Rp Rp Rp Rp 0.25 Rp %.14 Rp 10& 'ro(it Rp Rp Rp

1.%3 3.23 1.4 6.%5 0.5 0.88 0.3% 0.25 16.08 1.61 &.%' .&&

3.8 0.01

Total

Rp Rp Rp Rp Rp Rp 3. Rp 10& 'ro(it Rp Rp

3.8 0.01 0.85 0.10 0.8% 0.08 5.8 0.5 %.48

Rp Rp

1.24 0.15

Total

Rp Rp Rp Rp Rp Rp 1.3 Rp 10& 'ro(it Rp Rp

1.24 0.15 0.68 0.08 0.18 0.04 2.36 0.24 2.%0

Rp Rp

2.60 0.02

2.60 0.02 0.1 0.02 0.0% 0.01 2.0 0.2 3.'

0.10 0.10 0.26 0.04 0.50

Rp Rp

6.%5 0.5 0.88 0.3% 8.5

Rp Rp Total

!o"  M2 41 1 M2 )eiing @oists ,or0.010 M3 Wood , 2 0.015 g

42 1 M2 )eiing Wor- py,ood 3 mm: 0.350 !br 'y,ood 3 mm 0.150 g

43 1 M1 Timber cornice 0.006 m3 Wooden ist 0.020 g

3%.85 0.%5 8.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

3.55 0.% 8.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

451.61 0.% 8.50 Rp 10.00 Rp 3.50 Rp 10.00 Rp Rp

Rp Rp 0.85 0.10 0.8% 0.08 1.0

0.68 0.08 0.18 0.04 0.8

0.1 0.02 0.0% 0.01 0.28

TOTAL PRICE (Rp.)

Rp

Rp

Rp Total


MATERIAL UNIT PRICE

No

1 2 3 4 5 6 % 8 

D*"#pt#o$

U$#t

Cot -

Rier stone )oraSpit )oncrete sand Masonry sand Masonry s"per sand !imestone art* (iing +ric+ataco

m3 m3 m3 m3 m3 m3 m3 pcs pcs

= = = = = = = = =

18.81%2 11.8280 11.8280 14.5161 20.6%% 6.606 5.6153 0.0484 0.241

% 8  10 11 12 13 14 15 1 2 3 4 5 6 % 8

oo/ Mat"#al am(er board 210 / 400 cm cean: am(er board 220 / 400 cean: am(er board 230 / 400 cm cean: am(er board 330 / 400 cean: !ist -am(er 35 / 400 cm Merba" ,ood 815 cean: Bitto 612 cean: Merba" board 320 / 300 oen: Merba" board 320 / 350 oen: am(er ,ood 812 / 400 not cean: am(er ,ood 815 / 400 not cean: am(er ,ood 612 / 400 not cean: am(er ra(ter 5% / 400 cm cean: am(er batten 23 / 400 not cean: am(er board 330 / 400 cean: am(er board 220 / 400 cean: am(er board 210 / 400 cean:

pcs pcs pcs pcs pcs pcs pcs pcs pcs m3 m3 m3 m3 m3 m3 m3 m3

= = = = = = = = = = = = = = = = =

3.440 6.881% 10.2151 12.032 1.%204 2%.414 16.4516 11.5054 13.440 451.612 451.612 430.10%5 3%.845 354.838% 806.4516 564.5161 564.5161

1 2 3 4 5 6 % 8  10 11 12

C+$t  I"o$ )ement 9resi- 50 -g Stee bars dia. 6 mm Stee bars dia. 8 mm Stee bars dia. 10 mm Stee bars dia. 12 mm Stee bars dia. 16 mm Wire iron RR): Wiremes* M4 210 / 54: Wiremes* M5 210 / 54: Tripe/ 3 mm Tripe/ 6 mm Tripe/  mm

7aCr Cr Cr Cr Cr ro ro ro br br br

= = = = = = = = = = = =

3.8%10 1.120 1.%%42 2.6882 3.%634 %.526 20.6%% 134.4086 188.1%20 3.5484 6.4516 10.2151

C"a+#* 1 )eramic 30 / 30 2 'aing stone 6/20/20 cm

m2 m2

= =

4.3011 4.623%

R+a",

No

D*"#pt#o$

U$#t

Cot -

R+a",

Nat1"al Sto$ )andi stone 5 / 40 / 40 )andi stone 2 / 30 / 30 )andi stone 2 / 20 / 20 @ogCa stone 5 / 60 / 60 @ogCa stone 2 / 20 / 30 @ogCa stone 2 / 30 / 30 @ogCa stone 2 / 40 / 40 @ogCa stone 5 / 40 / 40 'ia* stone Cember 2 / 30 / 30 'ia* random singaraCa

m2 m2 m2 m2 m2 m2 m2 m2 m2 m2

1 2 3 4 5 6

Pa#$t Wa paint Wa base coat Sand paper Wood paint gossy: Wood paint base coat Tea- oi

-g -g !br g g !tr

1 2 3 4

P#p 'ipa AW 4D 'ipa AW 2D 'ipa AW 1 14D 'ipa AW 1D

btg btg btg btg

= = = =

21.68 4.%20 4.0301 2.8430

1 2 3 4 5

Na#l
-g -g -g -g -g

= = = = =

0.%52% 0.%52% 0.%52% 0.%52% 0.6%%

1 2 3 4 5 6 % 8  10

= = = = = = = = = =

16.120 8.0645 %.%5% 25.2688 6.4516 6.%204 %.2581 15.0538 5.140 2.6882

6.45 4.52 0.3 3.23 2.06 4.00

LABOUR UNIT PRICE

No

1 2 3 4 5 6 % 8  10

D*"#pt#o$

!aborer S"perisor Mason )*ie( o( mason )arpenter )*ie( o( carpenter >ronman )*ie( o( ironman 'ainter )*ie( o( painter

U$#t

daiy daiy daiy daiy daiy daiy daiy daiy daiy daiy

Cot (-)

= = = = = = = = = =

3.50 10.00 %.50 10.00 8.50 10.00 %.50 8.50 6.00 8.50

R+a",

Unit Price Analysis

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