Quantity Surveying
Transcript of 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
BITUMEN PAINT 0 0 0 0 0 0 0
POLYTHENE SHEET 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
BITUMEN PAINT 0 0 0 0 0 0 0
POLYTHENE SHEET 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
BITUMEN PAINT 0 0 0 0 0 0 0
POLYTHENE SHEET 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
PB2 FALSE FALSE FALSE FALSE FALSE FALSE
PB3 FALSE FALSE FALSE FALSE FALSE FALSE
PB4 FALSE FALSE FALSE FALSE FALSE FALSE
PB5 FALSE FALSE FALSE FALSE FALSE FALSE
PB6 FALSE FALSE FALSE FALSE FALSE FALSE
PB7 FALSE FALSE FALSE FALSE FALSE FALSE
PB8 FALSE FALSE FALSE FALSE FALSE FALSE
PB9 FALSE FALSE FALSE FALSE FALSE FALSE
PB10 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
LENGTH B1 B2 C D1 D2 E
RB1 FALSE FALSE FALSE FALSE FALSE FALSE
PLINTH BEAM
MAIN STEEL
TOPPLINTH BEAM BOTTOM
ROOF BEAM
RB2 FALSE FALSE FALSE FALSE FALSE FALSE
RB3 FALSE FALSE FALSE FALSE FALSE FALSE
RB4 FALSE FALSE FALSE FALSE FALSE FALSE
RB5 FALSE FALSE FALSE FALSE FALSE FALSE
RB6 FALSE FALSE FALSE FALSE FALSE FALSE
RB7 FALSE FALSE FALSE FALSE FALSE FALSE
RB8 FALSE FALSE FALSE FALSE FALSE FALSE
RB9 FALSE FALSE FALSE FALSE FALSE FALSE
RB10 FALSE FALSE FALSE FALSE FALSE FALSE
DIA NO.'s DIA NO's DIA NO's DIA
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
LENGTH B1 B2 C D1 D2 E
RB1 FALSE FALSE FALSE FALSE FALSE FALSE
RB2 FALSE FALSE FALSE FALSE FALSE FALSE
RB3 FALSE FALSE FALSE FALSE FALSE FALSE
RB4 FALSE FALSE FALSE FALSE FALSE FALSE
RB5 FALSE FALSE FALSE FALSE FALSE FALSE
RB6 FALSE FALSE FALSE FALSE FALSE FALSE
RB7 FALSE FALSE FALSE FALSE FALSE FALSE
RB8 FALSE FALSE FALSE FALSE FALSE FALSE
RB9 FALSE FALSE FALSE FALSE FALSE FALSE
RB10 FALSE FALSE FALSE FALSE FALSE FALSE
DIA NO.'s DIA NO's DIA NO's DIA
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
CALCULATION OF STEEL
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 : -
SUB-STRUCTURE CONCRETE WORKS
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
C8 C9 C10 C1A C2A C3A C4A C5A TOTAL
SUPER-STRUCTURE CONCRETE WORKSCOLUMN :
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
CALCULATION OF STEEL
#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
NO's DIA NO's DIA NO's DIA SPACING DIA
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
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
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
SUPER-STRUCTURE CONCRETE WORKS(FIRST FLOOR)
ROOF BEAM :
COLUMN
SLAB :
0 0 0 0 0 0 0 0 0
NO's DIA NO's DIA NO's DIA SPACING DIA
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
CALCULATION OF STEEL
#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!
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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
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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 : -
SUB-STRUCTURE CONCRETE WORKS
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
SUPER-STRUCTURE CONCRETE WORKSCOLUMN :
PLINTH BEAMS :
SPACING
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STIRRUPS
TOTAL UNIT
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MID-SPAN
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SPACING
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STIRRUPS
TOTALMID-SPAN
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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
SUPER-STRUCTURE CONCRETE WORKS(FIRST FLOOR)
ROOF BEAM :
COLUMN
SLAB :
Sq m
SPACING
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CALCULATION OF STEEL
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STIRRUPS
TOTALMID-SPAN
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