quantity surveying

m

m

m

Cu m

FOOTING F1 F2 F3 F4 F5 F6 F7

NUMBER

LENGTH

BREADTH

DEPTH

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

BITUMEN PAINT 0 0 0 0 0 0 0

POLYTHENE SHEET 0 0 0 0 0 0 0

FOOTING F1 F2 F3 F4 F5 F6 F7

NUMBER

LENGTH

BREADTH

DEPTH

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0



QUANTITY SURVEYINGPROJECT NAME

LOCATION

AREA

CLIENT

QUANTITY

EXCAVATION

LENGTH

BREADTH

0

PCC : -

SUB-STRUCTURE CONCRETE WORKS

DEPTH

RCC:

NECK COLUMN :

NECK COLUMN C1 C2 C3 C4 C5 C6 C7

NUMBER

LENGTH

BREADTH

HEIGHT

DIAMETER

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0



PLINTH BEAM PB1 PB2 PB3 PB4 PB5 PB6 PB7

LENGTH

BREADTH

DEPTH

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0



0 Sq m

0 Sq m

0 Sq m

0 Cu m

0 Sq m

m

0 Cu m

0 Sq m

COLUMN C1 C2 C3 C4 C5 C6 C7

SUPER-STRUCTURE CONCRETE WORKSCOLUMN :

PLINTH BEAMS :

BLOCK FILLED WITH CONCRETE :

BITUMEN PAINT :

POLYTHENE SHEET :

BACKFILL :

POLYTHENE SHEET :

GRADE SLAB :

THICKNESS OF GRADE SLAB

CONCRETE

WIRE MESH

NUMBER

LENGTH

BREADTH

HEIGHT

DIAMETER

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

ROOF BEAM RB1 RB2 RB3 RB4 RB5 RB6 RB7

LENGTH

BREADTH

DEPTH

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

SLAB S1 S2 S3 S4 S5 S6 S7

AREA

THICKNESS

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

UNIT

m

m

m

m

m

0.15 m

0.3 m

No's

m

No's

-0.2 m

NO.'s

0 No's

0 Cu m

0 Cu m

NO. OF LANDING

NO.OF FLIGHTS

SLAB :

STAIR CASE

ROOF BEAM :

NO :01

LENGTH

BREADTH

LENGTH OF LANDING

BREADTH OF LANDING

NO. OF STEPS

CONCRETE OF STEPS

CONCRETE IN SLAB

THICKNESS OF SLAB

NUMBER OF SLABS

HEIGHT OF STAIR

RISER

TREAD

LENGTH OF STEP

SHUTTER

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 Sq m

0 RM

DIA SPACING DIA SPACING DIA SPACING

F1 #DIV/0!

F2 #DIV/0!

F3 #DIV/0!

F4 #DIV/0!

F5 #DIV/0!

F6 #DIV/0!

F7 #DIV/0!

F8 #DIV/0!

F9 #DIV/0!

F10 #DIV/0!

F11 #DIV/0!

F12 #DIV/0!

F13 #DIV/0!

F14 #DIV/0!

F15 #DIV/0!

TOTAL

C1 0

C2 0

C3 0

C4 0

C5 0

CALCULATION OF STEEL

RECTANGULAR PORTION

TRAINGULAR PORTION

SIDE SLAB

BASE SLAB

NECK COLUMNMAIN STEEL STIRRUPS

DIA NO's

TOPBOTTOM

SHORT BARSLONG BARS

SKIRTING FOR LANDING

LANDING

HAND RAIL

TOTAL SHUTTER

FINISHES

TREAD

RISER

SKIRTING FOR STEPS

DIA

TOPFOOTING

C6 0

C7 0

C8 0

C9 0

C10 0

C1A 0

C2A 0

C3A 0

C4A 0

C5A 0

TOTAL

LENGTH B1 B2 C D1 D2 E

PB1 FALSE FALSE FALSE FALSE FALSE FALSE










DIA NO.'s DIA NO's DIA NO's DIA

PB1

PB2

PB3

PB4

PB5

PB6

PB7

PB8

PB9

PB10


RB1 FALSE FALSE FALSE FALSE FALSE FALSE

PLINTH BEAM

MAIN STEEL

TOPPLINTH BEAM BOTTOM

ROOF BEAM











RB1

RB2

RB3

RB4

RB5

RB6

RB7

RB8

RB9

RB10

C1 0

C2 0

C3 0

C4 0

C5 0

C6 0

C7 0

C8 0

C9 0

C10 0

C1A 0

C2A 0

C3A 0

C4A 0

C5A 0

TOTAL

COLUMNMAIN STEEL STIRRUPS

DIA NO's DIA

ROOF BEAM

MAIN STEEL

BOTTOM TOP

SLAB LENGTH BREADTH

S1

1

2

3

4

5

S2

1

2

3

4

5

S3

1

2

3

4

5

S4

1

2

3

4

5

S5

1

2

3

4

5

S1 #DIV/0!

S2 #DIV/0!

S3 #DIV/0!

S4 #DIV/0!

S5 #DIV/0!

SLAB

SHORT BARS

DIASPACINGDIA

LONG BARS

SLAB

DOORS D1 D2 D3 D4 D5 D6 D7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

WINDOWS W1 W2 W3 W4 W5 W6 W7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

OPENINGS O1 O2 O3 O4 O5 O6 O7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

VENT V1 V2 V3 V4 V5

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0

UNIT

LENGTH m

HEIGHT m

EXT BLOCK WORK : 0 Sq m

UNIT

LENGTH m

HEIGHT m

INT BLOCK WORK 0 Sq m

BLOCK WORK

PARAPET WORK

INTERNAL BLOCK WORK

EXTERNAL BLOCK WORK

UNIT

LENGTH m

HEIGHT m

PARAPET WORK 0 Sq m

TOTAL BLOCK WORK : 0 Sq m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FLOORINGDESCRIPTION LENGTH BREADTH HEIGHT SKIRTING

0

0

0

0

0

0

0

0

0

0

0

0

FINISHES

0

0

0

0 0

0

0

0 0

0

0

QTY UNIT COLOR BRAND

EXTERNAL PAINT 0 Sq m

INTERNAL PAINT 0 Sq m

CEILING PAINT 0 Sq m

PLASTER

PAINT

EXTERNAL PLASTER 0 Sq m

INTERNAL PLASTER 0 Sq m

Sq m RM

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0TOTAL

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 NO'S

MORTAR FOR BLOCK WORK FOR 1 Cu m OF MORTAR :

VOLUME OF BLOCK WORK 0 RATIO

NET VOLUME OF BLOCKS 0 1:02

0 1:03

0 1:04

0 1:05

0 Cu m 1:06

RATIO 0

CEMENT #DIV/0! Bags

SAND #DIV/0! Cu m

NO.OF BAGS #DIV/0!SAND #DIV/0!

CEMENT & SAND FOR PLASTERFOR 12 mm THICKNESS

RATIO CEMENT

1:02 .18 BAGS

1:03 .135 BAGS

1:04 .12 BAGS

1:05 .105 BAGS

1:06 .09 BAGS

FOR 20 mm THICKNESS

RATIO CEMENT

1:02 .3 BAGS

1:03 .24 BAGS

1:04 .195 BAGS

1:05 .162 BAGS

1:06 .138 BAGS

RATIO 0

BLOCK WORK

THICKNESS OF WALL

VOL OF BLOCK WORK

TOTAL NO. OF BLOCKS

NO.OF BLOCKS

ADD 15 %

MR

ADD 25 %

MORTAR REQUIRED

3 BAGS

2.25 BAGS

.027 Cu m

.0276 Cu m

.0266 Cu m

SAND

.012 Cu m

.0135 Cu m

.002 Cu m

.0234 Cu m

CEMENT

1.8 BAGS

1.5 BAGS

13.25 BAGS

.016 Cu m

.0175 Cu m

.018 Cu m

SAND

PLASTER 0

THICKNESS

QUANTITY 0

ADD 30 % 0

ADD 25 % 0

CEMENT #DIV/0! Bags

SAND #DIV/0! Cu m

CEMENT & SAND FOR CONCRETERATIO 0

CEMENT #DIV/0!

SAND #DIV/0!

AGGREGATES #DIV/0!

COLUMN C1 C2 C3 C4 C5 C6 C7

NUMBER

LENGTH

BREADTH

HEIGHT

DIAMETER

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

ROOF BEAM RB1 RB2 RB3 RB4 RB5 RB6 RB7

LENGTH

BREADTH

DEPTH

CONCRETE 0 0 0 0 0 0 0

SHUTTER 0 0 0 0 0 0 0

SLAB S1 S2 S3 S4 S5 S6 S7

AREA

THICKNESS

CONCRETE 0 0 0 0 0 0 0

SUPER-STRUCTURE CONCRETE WORKS(FIRST FLOOR)

ROOF BEAM :

COLUMN

SLAB :

SHUTTER 0 0 0 0 0 0 0













RB1

RB2

RB3

RB4

RB5

RB6

RB7

RB8

RB9

RB10

C1 0

C2 0

C3 0

C4 0

C5 0

C6 0

C7 0

C8 0

C9 0


COLUMNMAIN STEEL STIRRUPS

DIA NO's DIA

ROOF BEAM

MAIN STEEL

BOTTOM TOP

ROOF BEAM

C10 0

C1A 0

C2A 0

C3A 0

C4A 0

C5A 0

TOTAL

SLAB LENGTH BREADTH

S1

1

2

3

4

5

S2

1

2

3

4

5

S3

1

2

3

4

5

S4

1

2

3

4

5

S5

1

2

3

4

5

SLABLONG BARS SHORT BARS

DIA SPACING DIA

SLAB

S1 #DIV/0!

S2 #DIV/0!

S3 #DIV/0!

S4 #DIV/0!

S5 #DIV/0!

DOORS D1 D2 D3 D4 D5 D6 D7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

WINDOWS W1 W2 W3 W4 W5 W6 W7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

OPENINGS O1 O2 O3 O4 O5 O6 O7

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0 0 0

VENT V1 V2 V3 V4 V5

NUMBER

LENGTH

BREADTH

AREA 0 0 0 0 0

UNIT

LENGTH m

HEIGHT m

EXT BLOCK WORK : 0 Sq m

EXTERNAL BLOCK WORK

BLOCK WORK

SLABDIA SPACING DIA

UNIT

LENGTH m

HEIGHT m

INT BLOCK WORK 0 Sq m

UNIT

LENGTH m

HEIGHT m

PARAPET WORK 0 Sq m

TOTAL BLOCK WORK : 0 Sq m

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

PARAPET WORK

FINISHES

DESCRIPTION LENGTH BREADTH HEIGHT FLOORING SKIRTING

INTERNAL BLOCK WORK

INTERNAL PLASTER 0 Sq m

Sq m RM

PLASTER

EXTERNAL PLASTER 0 Sq m

0 0

TOTAL 0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

QTY UNIT COLOR BRAND

EXTERNAL PAINT 0 Sq m

INTERNAL PAINT 0 Sq m

CEILING PAINT 0 Sq m

0

0

0 NO'S

MORTAR FOR BLOCK WORK FOR 1 Cu m OF MORTAR :

VOLUME OF BLOCK WORK 0 RATIO

NET VOLUME OF BLOCKS 0 1:02

0 1:03

0 1:04

0 1:05

0 Cu m 1:06

RATIO 0

CEMENT #DIV/0! Bags

SAND #DIV/0! Cu m

NO.OF BAGS #DIV/0!SAND #DIV/0!

CEMENT & SAND FOR PLASTERFOR 12 mm THICKNESS

RATIO CEMENT

1:02 .18 BAGS

1:03 .135 BAGS

1:04 .12 BAGS

1:05 .105 BAGS

1:06 .09 BAGS

FOR 20 mm THICKNESS

RATIO CEMENT

.012 Cu m

.0135 Cu m

.016 Cu m

.0175 Cu m

.018 Cu m

SAND

CEMENT

3 BAGS

MR 2.25 BAGS

ADD 15 % 1.8 BAGS

ADD 25 % 1.5 BAGS

MORTAR REQUIRED 13.25 BAGS

SAND

PAINT

NO.OF BLOCKSBLOCK WORK

THICKNESS OF WALL

VOL OF BLOCK WORK

TOTAL NO. OF BLOCKS

1:02 .3 BAGS

1:03 .24 BAGS

1:04 .195 BAGS

1:05 .162 BAGS

1:06 .138 BAGS

RATIO 0

PLASTER 0

THICKNESS

QUANTITY 0

ADD 30 % 0

ADD 25 % 0

CEMENT #DIV/0! Bags

SAND #DIV/0! Cu m

CEMENT & SAND FOR CONCRETERATIO 0

CEMENT #DIV/0!

SAND #DIV/0!

AGGREGATES #DIV/0!

.002 Cu m

.0234 Cu m

.0266 Cu m

.027 Cu m

.0276 Cu m

F8 F9 F10 F11 F12 F13 F14 F15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

F8 F9 F10 F11 F12 F13 F14 F15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

QUANTITY SURVEYING

PCC : -


RCC:

NECK COLUMN :

C8 C9 C10 C1A C2A C3A C4A C5A TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

PB8 PB9 PB10 PB11 PB12 PB13 PB14 PB15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0



PLINTH BEAMS :

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

RB8 RB9 RB10 RB11 RB12 RB13 RB14 RB15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

S8 S9 S10 S11 S12 S13 S14 S15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SLAB :

STAIR CASE

ROOF BEAM :

DIA SPACING

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's


#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

TOTAL

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

STIRRUPS

BOTTOM

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

SHORT BARS

UNIT

SPACING

#DIV/0!

TOTAL

#DIV/0!

UNIT

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

NO's DIA NO's DIA NO's DIA SPACING DIA

0

0

0

0

0

0

0

0

0

0

#DIV/0!

MAIN STEEL

TOP

STIRRUPS

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

END SUPPORT MID-SPAN


0

0

0

0

0

0

0

0

0

0

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

STIRRUPS

TOTALSPACING

MAIN STEEL STIRRUPS

TOP END SUPPORT MID-SPAN

#DIV/0!

UNIT

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

SHORT BARS

SPACING

#DIV/0!

TOTAL UNIT

#DIV/0!

D8 D9 D10 SD1 SD2 SD3 TOTAL

0 0 0 0 0 0 0

W8 W9 W10 W11 W12

0 0 0 0 0 0

O8 O9 O10

0 0 0 0

0

0

BLOCK WORK

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

CERAMIC FLOOR TILE

0

0

WALL PLASTER CEILING

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FINISHES

0

0

0

0

0

0

0

0

CERAMIC WALL TILE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0 0

0

0

0

0

0

0

0

0

0

0

0

Sq m Sq m Sq m Sq m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0 0 0

FOR 1 Cu m OF MORTAR :

3 BAGS

2.25 BAGS

CEMENT SAND

1.8 BAGS

1.5 BAGS

13.25 BAGS

0.2 Cu m

0.225 Cu m

0.24 Cu m

0.25 Cu m

0.27 Cu m


0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

RB8 RB9 RB10 RB11 RB12 RB13 RB14 RB15 TOTAL

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

S8 S9 S10 S11 S12 S13 S14 S15 TOTAL

0

0 0 0 0 0 0 0 0 0


ROOF BEAM :

COLUMN

SLAB :

0 0 0 0 0 0 0 0 0


0

0

0

0

0

0

0

0

0

0

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's


#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

STIRRUPS

TOTAL UNITSPACING

MAIN STEEL STIRRUPS

TOP END SUPPORT MID-SPAN

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

SHORT BARS

TOTAL UNITSPACING

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

Kg's

D8 D9 D10 SD1 SD2 SD3 TOTAL

0 0 0 0 0 0 0

W8 W9 W10 W11 W12

0 0 0 0 0 0

O8 O9 O10

0 0 0 0

0

0

BLOCK WORK

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

TOTAL UNITSPACING

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

FINISHES

WALL PLASTER CEILING CERAMIC WALL TILE CERAMIC FLOOR TILE

Sq m Sq m Sq m Sq m

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

FOR 1 Cu m OF MORTAR :

CEMENT SAND

3 BAGS 0.2 Cu m

2.25 BAGS 0.225 Cu m

1.8 BAGS 0.24 Cu m

1.5 BAGS 0.25 Cu m

13.25 BAGS 0.27 Cu m

UNIT

NO'S

m

m

m

Cu m

Sq m

Sq m

Sq m

UNIT

NO'S

m

m

m

Cu m

Sq m

Sq m

Sq m

QUANTITY SURVEYING

PCC : -


RCC:

NECK COLUMN :

UNIT

NO'S

m

m

m

m

Cu m

Sq m

Sq m

Sq m

UNIT

m

m

m

Cu m

Sq m

Sq m

Sq m

UNIT


PLINTH BEAMS :

NO'S

m

m

m

m

Cu m

Sq m

UNIT

m

m

m

Cu m

Sq m

UNIT

Sq m

m

Cu m

Sq m

SLAB :

STAIR CASE

ROOF BEAM :

SPACING

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

#DIV/0! Kg's

STIRRUPS

TOTAL UNIT

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

MID-SPAN

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

SPACING

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

STIRRUPS

TOTALMID-SPAN

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

CERAMIC FLOOR TILE

FINISHES

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Sq m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

UNIT

NO'S

m

m

m

m

Cu m

Sq m

UNIT

m

m

m

Cu m

Sq m

UNIT

Sq m

m

Cu m


ROOF BEAM :

COLUMN

SLAB :

Sq m

SPACING

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!


#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

STIRRUPS

TOTALMID-SPAN

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FINISHES

CERAMIC FLOOR TILE

Sq m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

quantity surveying

Documents