26 M.S.

Grill work for Windows: -

Providing and fixing mild steel grill work for

windows, ventilators etc. 20 Kilogram/ One
Square Metre as per drawing including fixtures,
necessary welding and painting with one coats of
anticorrosive paint and two coats of oil
painting complete.

40.01 W 18 1.2 -
Net M.S. Grill Work for Windows =

27 Frames for Doors

Providing and fixing frame with / without

ventilator of size as specified with Country cut
teak wood for doors and windows including
chamfering, rounding, rebating, iron holdfast of
size 300mm x 40mm x 5mm with oil painting,
39.01 etc. complete

D 1 1.8 0.23
D1 10 1 0.23
Total =

28 Shutters for Doors

Providing and fixing solid core flush door

shutter in single leaf 32 mm thick decorative
type of exterior grade as per detailed drawings
approved face veneers 3 mm thick on both
faces or as directed, all necessary beads,
mouldings and lipping, wrought iron hold fasts,
chromium plated fixtures and fastenings, with
39.09 brass mortise lock, chromium plated handles on
both sides, and finishing with French Polish
etc. complete.

D 1 1.8 -
D 10 1 -
Total =
29 Shutters for Windows

Providing and fixing in position (as per 1868 /

1982) Aluminium sliding window of three
tracks with rectangular pipe 95 x 38.10 x 0.90
mm at weight 0.637 Kilogram/One Running
Metre. with window frame bottom track section
92 x 31.75 x 1.30 mm at weight 1.070
Kilogram/One Running Metre.. Top and side
track section 92 x 31.75 x 1.30 mm at weight
0.933 Kilogram/Running metre. The shutter
should be of bearing bottom 40 x 18 x 1.25 mm at
weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 mm at
weight 0.469 Kilogram/Running metre. and

39.42 handle and top section 40 x 18 x 1.25 mm

at weight 0.417 Kilogram/Running metre. As per
detailed drawings and as directed by
Engineerincharge with all necessary
Aluminium sections fixtures and fastenings
such as roller bearing in nylon casting and self
locking catch fitted in vertical section of shutter
including 5 mm thick plain glass and
aluminium mosquito net shutter with stainless
steel jail with all required screws and nuts etc,
complete. With colour Anodising without box

W 18 1.2 -

Total =

30 Shutters for Ventilators

39.68 2 1.0 -
 Providing and fixing in position powder coated
aluminium louvered windows / ventilator of
various sizes with powder coating as per
detailed drawing and specifications including
39.68 2 1.0 -
aluminium frames 80 x 38 mm x 1.22 mm box
type, 5 mm thick sheet glass louvers, of
approved quality etc. complete.

V
32 Internal Colouring: -

Providing and applying colour-wash of

approved colour and shade in two coats to old
surfaces which are to be recoloured including
36.07 scaffolding, brushing and brooming down. Same as done for Internal Plastering
(excluding base coat of white-wash) etc.
complete.

33 External Colouring: -

Providing and applying plastic emulsion paint

of approved quality, colour and shade to old
and new surfaces in two coats including
36.12 scaffolding, preparing the surface. (excluding Same as done for External Plastering
the primer coat)etc. complete

34 Neeru Finish to Internal Plastering: -

Providing neeru finish to plastered surfaces in

32.15 all positions including scaffolding and curing Same as done for Internal Plastering
etc. complete

35 Steel Reinforcement

26.33
 Providing and fixing in position TMT - FE -
500 bar reinforcement of various diameters for
R.C.C. pile caps, footings, foundations, slabs,
beams columns, canopies, staircase, newels,
chajjas, lintels pardis, copings, fins, arches etc. as
per detailed designs, drawings and
schedules. including cutting, bending, hooking
the bars, binding with wires or tack welding
26.33
and supporting as required complete.

Net Steel Reinforcement =

FIRST FLOOR
17 Shutters for Doors Description of Item same as done for Groun
Floor
39.09 D1 13 1 -
Total =

18 Shutters for Windows Description of Item same as done for Groun

Floor
W 15 1.2 -
39.42

Total =

19 39.68 Shutters for Ventilators Description of Item same as done for Groun
Floor
V 2 1.0 -

21 36.07 Internal Colouring: - Same as done for Internal Plastering

Description of Item same as done for Ground

Floor
22 36.12 External Colouring: - Same as done for External Plastering

Description of Item same as done for Ground

Floor
23 Neeru Finish to Internal Plastering: - Same as done for Internal Plastering

32.15 Description of Item same as done for Ground

Floor

24 Steel Reinforcement

26.33 Description of Item same as done for Ground

Floor

HEADROOM
14 Waterproofing : -

Providing waterproofing in W.C. and bath

including brick bat coba in all position
including providing and laying 12mm bedding in
cement mortor 1:3 on vergin concrete slab
with waterproofing compound @
1Kilogram/per bag of cement laying brick bat
coba of required thickness in cm 1:5 with
waterproofing compound 1 Kilogram/bag of
cement grouting and finishing the top layer
with 20mm thick brick bedding in cm mortor
1:3 with waterproofing compound 1
Kilogram/per bag of cement and testing the
treated portion for 48 hours by pond test and
covering ten years' guarantee on requisite
stamp paper including curing etc. complete.

31.26 1 297.22
Slab 1 Area = 4.46 x 4.46 = 19.89 sq.m
Slab 2 Area = 5.00 x 4.46 = 22.30 sq.m
Slab 3 Area = 2.96 x 4.46 = 13.20 sq.m
Slab 4 Area = 5.00 x 4.46 = 22.30 sq.m
Slab 5 Area = 5.96 x 4.46 = 26.58 sq.m
Slab 6 Area = 5.50 x 3.00 = 16.50 sq.m
Slab 7 Area = 19.45 x 3.2 = 62.24 sq.m
 Slab 8 Area = 4.46 x 3.46 = 15.43 sq.m
Slab 9 Area = 5.00 x 3.46 = 17.30 sq.m
Slab 10 Area = 2.96 x 3.46 = 10.24 sq.m
Slab 11 Area = 5.00 x 3.46 = 17.30 sq.m
Slab 12 Area = 10.5 x 1.50 = 15.75 sq.m
Slab 13 Area = 5.96 x 3.46 = 20.62 sq.m
Slab 14 Area = 5.50 x 3.20 = 17.60 sq.m
Total Area = 297.22 sq.m

15 Steel Reinforcement

26.33 Description of Item same as done for Ground

Floor
1.0 21.6
sq.m
21.6
sq.m

2.1 0.8694
2.1 4.83
5.6994

2.1 3.78
2.1 21
24.78
 1.0 21.6

21.6

1.0 2
 1.0 2

279.67
Internal Plastering
sq.m

151.008
sq.m

External Plastering

279.67 sq.m

Internal Plastering

4455 Kg
 4455 Kg

4455 Kg

em same as done for Ground

Floor
2.1 27.3
sq.m
27.3
sq.m
em same as done for Ground
Floor
1.0 18
sq.m
18
sq.m
em same as done for Ground
Floor
1.0 2
sq.m
Internal Plastering

External Plastering
Internal Plastering

3225 Kg

59.444
0.2
cu.m3
855 Kg
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 (17)
32.12 Total Deduction External Plaster: 1 1 - 1 15.580
12

10

0
Unit
 K.K WAGH INSTITUTE OF ENGINEERING EDUCATION
AND RESEARCH, NASHIK.
Assignment No.: 02
Name Of Work: R.C.C. Frame Structure. (Ground Floor)
MEASUREMENT SHEET

Item No Description Of Item No. L B H QTY Unit

Site clearance
(1)
21.34 Site clearance including removal of trees, shrubs, boulders, etc. and levelling the ground. Lumpsum

Excavation for Foundation:

Excavation for foundation in earth, soil of all types, sand,

gravel and soft murum, including removing the excavated
material up to a distance of 50 m. beyond the building area
and stacking and spreading as directed, dewatering, preparing
the bed for the foundation and necessary back filling,
ramming, watering including shoring and strutting etc.
complete. (Lift upto 0.00 to 1.50 m.) By Manual Means.
Bd.A.1 Page One Number 259.
Column Footing: 24 1.8 1.5 1.65 106.92 Cu.m
(2) For Ground Beam:
21.08
GB16 = GB1: 4+0.23 +(0.23/2)-(0.4/2)-(1.8/2)-(1.5/2)=2.495 2 2.5 0.23 0.45 0.52 Cu.m
GB17 = GB2: 5+0.23-1.5 = 3.73 2 3.73 0.23 0.45 0.77 Cu.m
GB18 = GB3: 2.5 + 0.23 - 1.5=1.23 2 1.23 0.23 0.45 0.25 Cu.m
GB19 = GB4: 5+0.23-1.5=3.73 2 3.73 0.23 0.45 0.77 Cu.m
GB20 = GB5: 5.5+0.23+(0.23/2)-(0.4/2)-(1.8/2)-(1.5/2)=4 2 4 0.23 0.45 0.83 Cu.m
GB29 = GB27: 3.2+0.23-1.5=1.93 2 1.93 0.23 0.45 0.40 Cu.m
GB21 = GB26: 4+0.23-1.5=2.73 2 2.73 0.23 0.45 0.57 Cu.m
GB30 = GB35:3+0.23=1.73 2 1.73 0.23 0.45 0.36 Cu.m
Total Quantity Excavation for Foundation: 111.39 Cu.m
Plain Cement Concrete (P.C.C):

Providing and laying Cast in situ/Ready Mix cement concrete

in M15 of trap/ granite/quartzite/gneiss metal for foundation
and bedding / steps including steel centering, formwork,
laying/pumping, compacting, roughening them if special
finish is to be provided, finishing uneven and honeycombed
(3) surface and curing etc. complete. The Cement Mortar 1:3
24.06 plaster is considered for rendering uneven and honeycombed
surface, only. Newly laid concrete shall be covered by gunny
bag, plastic, tarpaulin etc. (Wooden centering will not be
allowed.),with fully automatic micro processor based PLC
with SCADA enabled reversible Drum Type mixer/concrete
Batch mix plant (Pan mixer) etc. complete. With fine
aggregate (Crushed sand VSI Grade)
Bd.E.2 Page One Number 288 andB.7 PageNo 38
for Footing: 24 1.65 1.5 0.1 5.94 Cu.m

For GB: L=GB1+GB2+….............= 43.14 1 43.14 0.23 0.1 0.99 Cu.m

Total Quantity Plain Cement Concrete (P.C.C): 6.93 Cu.m
R.C.C. for Footing:

(4)
25.13
Item No Description Of Item No. L B H QTY Unit

Providing and laying Cast in situ/Ready Mix cement concrete

M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work
in foundations like raft, strip foundations, grillage and
footings of R.C.C. columns and steel stanchions etc.
including bailing out water, Steel centering, formwork ,cover
blocks, laying/pumping, compaction and curing roughening
(4) the surface if special finish is to be provided (Excluding
25.13 reinforcement and structural steel) etc. complete, with fully
automatic micro processor based PLC with SCADA enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan
mixer) etc. complete. With fine aggregate (Crushed sand VSI
Grade)
Bd.F.3 Page One Number 298 and B.7, Page One Number38

A1= 0.3 X 0.45= 0.135 Sq.m

A2 = 1.2 X 1.5= 1.8 Sq.m
24 0.774 18.576 Cu.m
Am= (0.3+1.2)/2 X (0.45+1.5)/2 = 0.731 sq.m
V=(1.8x0.25) + [(0.4/6)x(0.135+1.8+(4x0.731)]= 0.774Cu.m

Total Quantity R.C.C. for Footing: 18.576 Cu.m

R.C.C. for Beam and Lintel:

Providing and laying Cast in situ/Ready Mix cement concrete

in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C.
beams and lintels as per detailed designs and drawings or as
directed including steel centering, formwork, cover blocks,
laying/pumping, compactionand roughening the surface if
special finish is to be provided and curing etc. complete.
(Excluding reinforcement and structural steel).with fully
automatic micro processor based PLC with SCADA enabled
reversible Drum Type mixer/ concrete Batch mix plant (Pan
mixer) etc. complete. With fine aggregate (Crushed sand VSI
Grade)
Bd.F.6 Page One Number 300 and B.7, Page One Number 38
For Ground Beam:
GB16 = GB1: 4+0.23-0.4= 3.83 2 3.83 0.23 0.45 0.79 Cu.m
GB17 = GB2: 5 2 5 0.23 0.45 1.04 Cu.m
GB18 = GB3: 2.5 2 2.5 0.23 0.45 0.52 Cu.m
GB19 = GB4: 5 2 5 0.23 0.45 1.04 Cu.m
GB20 = GB5: 5.5+0.23-0.4= 5.33 2 5.33 0.23 0.45 1.10 Cu.m
GB29 = GB27: 3.2 2 3.2 0.23 0.45 0.66 Cu.m
GB21 = GB26: 4 2 4 0.23 0.45 0.83 Cu.m
(5) GB30 = GB35: 3 2 3 0.23 0.45 0.62 Cu.m
25.52 Total RCC in Ground Beam: 6.60 Cu.m
For Plinth Beam:
PB22: 4+0.23+0.23-0.4-0.4 1 3.66 0.23 0.45 0.379 Cu.m
PB23: 4+0.23+0.23-0.4-0.4 1 3.66 0.23 0.45 0.379 Cu.m
PB24: 4+0.23+0.23-0.4-0.4 1 3.66 0.23 0.45 0.379 Cu.m
PB25: 4+0.23+0.23-0.4-0.4 1 3.66 0.23 0.45 0.379 Cu.m
PB31: 3+0.23+0.23-0.4-0.4 1 2.66 0.23 0.45 0.275 Cu.m
PB32: 3+0.23+0.23-0.4-0.4 1 2.66 0.23 0.45 0.275 Cu.m
PB33: 3+0.23+0.23-0.4-0.4 1 2.66 0.23 0.45 0.275 Cu.m
PB28: 3.2 1 3.2 0.23 0.45 0.331 Cu.m
PB34: 3+0.23+0.23-0.4-0.4 1 2.66 0.23 0.45 0.275 Cu.m
PB6 = PB11: 4+0.23-0.4= 3.83 2 3.83 0.23 0.45 0.793 Cu.m
PB7 = PB12: 5 2 5 0.23 0.45 1.035 Cu.m
PB8 = PB13: 2.5 2 2.5 0.23 0.45 0.518 Cu.m
PB9 = PB14: 5 2 5 0.23 0.45 1.035 Cu.m
PB10 = PB15: 5.5+0.23-0.4= 5.33 2 5.33 0.23 0.45 1.103 Cu.m
Total RCC in Plinth Beam: 7.431 Cu.m
For Lintel
D = 1.8+0.15+0.15 = 2.1 1 2.1 0.23 0.23 0.111 Cu.m
D1 = 1+0.15+0.15 =1.3 10 1.3 0.23 0.23 0.688 Cu.m
W = 1.2+0.15+0.15 = 1.5 18 1.5 0.23 0.23 1.428 Cu.m
V = 1+0.15+0.15 = 1.3 2 1.3 0.23 0.23 0.138 Cu.m
Total Quantity for Lintel: 2.365 Cu.m
Total Quantity R.C.C. for Beam and Lintel: 16.391 Cu.m
R.C.C in Columns

(6)
25.33
Item No Description Of Item No. L B H QTY Unit

Providing and laying Cast in situ/Ready Mix cement

concrete M-25 of trap / granite
/quartzite/ gneiss metal for R.C.C. columns as per detailed
designs and drawings or as directed including steel
centering, formwork, cover blocks, laying/pumping,
(6) compaction finishing the formed surfaces with cement
25.33 24 0.23 0.4 5.2 11.482 Cu.m
mortar 1:3 of sufficient minimum thickness to give a smooth
and even surface or roughening if special finish is to be
provided and curing etc. complete,(Excluding
reinforcement and structural steel).with fully automatic
micro processor based PLC with SCADA enabled
reversible Drum Type mixer/ concrete Batch mix plant
(Pan mixer) etc. complete. With fine aggregate (Crushed sand
VSI Grade)
H = (1.65-0.1-0.25-0.5) + (0.8+3.6) = 5.2 m
Net R.C.C. in Column 11.482 Cu.m
R.C.C in Slabs & Landings

Providing and laying Cast in situ/Ready Mix cement

concrete M-25 of trap/ granite / quartzite/ gneiss metal
for R.C.C. slabs and landings as per detailed designs
and drawings including steel centering, formwork,
cover blocks, laying/pumping, compaction finishing the
formed surfaces with cement mortar 1:3 of sufficient
minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and
curing etc. complete,(Excluding reinforcement and
structural steel).with fully automatic micro processor
based PLC with SCADA enabled reversible Drum Type
mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
With fine
aggregate (Crushed sand VSI Grade)
R.C.C in Slab: -
Slab 1 = 4.46x4.46 = 19.89 sq.m
(7) Slab 2 = 5.00x4.46 = 22.30 sq.m
25.72
Slab 3 = 2.96x4.46 = 13.20 sq.m
Slab 4 = 5.00x4.46 = 22.30 sq.m
Slab 5 = 5.96x4.46 = 26.58 sq.m
Slab 6 = 5.50x3.00 = 16.50 sq.m
Slab 7 = 19.45x3.2 = 62.24 sq.m 1 279.62 0.15 41.943 Cu.m
Slab 8 = 4.46x3.46 = 15.43 sq.m
Slab 9 = 5.00x3.46 = 17.30 sq.m
Slab 10 = 2.96x3.46 = 10.24 sq.m
Slab 11 = 5.00x3.46 = 17.30 sq.m
Slab 12 = 5.96x3.46 = 20.62 sq.m
Slab 13 = 10.5x1.50 = 15.75 sq.m
Total Area = 279.62 sq.m
R.C.C in Landing : -
Area landing 1 = 2.25x3.2 = 7.23 sq.m
1 9.18 0.75 1.377 Cu.m
Area landing 2 = 1.00x0.97 = 0.97 sq.m
Area landing 3 = 1.00x0.97 = 0.97 sq.m
Net R.C.C in slab and landing 43.320 Cu.m
R.C.C in Staircase : -

(8)
26.26
Item No Description Of Item No. L B H QTY Unit

Providing and laying Cast in situ/Ready Mix cement

concrete in M-25 of trap / quartzite/granite
/gneiss metal for R.C.C. Waist slab, and steps of staircases
as per detailed design and drawings or as directed
including steel centering, plywood/ steel formwork, steel
props, laying/pumping, compaction, finishing uneven and
(8) honeycombed surface with C.M. 1:3 of sufficient
26.26 minimum thickness to give a smooth and even surface or
roughening the surface if special finish is to be provided
and curing etc. complete. (Excluding
reinforcement, including cover block).(Newly laid concrete
shall be covered by gunny bag, plastic, tarpaulin etc.)
with fully automatic micro processor based PLC with
SCADA enabled reversible Drum Type mixer/ concrete
Batch mix plant (Pan mixer) etc. complete.
With fine aggregate (Crushed sand VSI Grade)
R.C.C in waist slab L = 6.02m 1 6.03 0.98 0.15 0.881 Cu.m

R.C.C in steps (Triangular portion) A 23 0.018 0.420

= 1/2 x 0.25x 0.15 x 0.975 = 0.0182 sq.m Cu.m
Net R.C.C in staircase 1.302 Cu.m
R.C.C in chajja

Providing and laying Cast in situ/Ready Mixcement

concrete M-25 of trap/ granite/ quartzite/ gneiss metal
for R.C.C. chajja as per detailed design and drawings
including steel centering, formwork, cover
(9) blocks, laying/pumping, compacting and roughening the
26.07 surface if special finish is to be provided and curing
complete. (Excluding reinforcement and structural steel).
with fully automatic micro processor based PLC with
SCADA enabled reversible Drum Type mixer/ concrete
Batch mix plant (Pan mixer) etc. complete. With fine
aggregate (Crushed sand VSI Grade)
H = (0.15+0.23)/2 = 0.19m
W = 1.2+0.15+0.15 = 1.5m 18 1.5 0.7 0.19 3.591 Cu.m
Net R.C.C in chajja 3.591 Cu.m
Net R.C.C work 94.661 Cu.m
Brick masonary in superstructure

Providing second class Burnt Brick masonry with

conventional/ I.S. type bricks in cement mortar 1:6 in
foundations and plinth of inner walls/ in plinth external
walls including bailing out water manually , striking
joints on unexposed faces, raking out joints on exposed
faces and watering etc. Complete.
H = 3.60 - 0.45 = 3.15m
Total length of ground beam = 63.72m 1 63.72 0.23 3.15 46.165 Cu.m
Total length of plinth beam = 68.6m 1 68.6 0.23 3.15 49.701 Cu.m
Net brick masonry in superstructure 95.866 Cu.m

(10)
27.01 A] Doors
D = 1.8 x 2.1 1 1.8 0.23 2.1 0.869 Cu.m
D1 = 1.0 x 2.1 10 1 0.23 2.1 4.830 Cu.m
B] Window
W = 1.2 x 1.0 18 1.2 0.23 1 4.968 Cu.m
C] Ventilators
V = 1.0 x 1.0 2 1 0.23 1 0.460 Cu.m
D]Lintels
D = (1.8+0.15+0.15) = 2.1 1 2.1 0.23 0.23 0.111 Cu.m
D1 = (1.0+0.15+0.15) = 1.3 10 1.3 0.23 0.23 0.688 Cu.m
W = (1.2+0.15+0.15) = 1.5 18 1.5 0.23 0.23 1.428 Cu.m
V = (1.0+0.15+0.15) = 1.3 2 1.3 0.23 0.23 0.138 Cu.m
Net deduction for doors, windows, lintel and ventilation 13.492 Cu.m
Net brick masonry in superstructure 82.374 Cu.m
B.M in Outside Steps

(11)
27.01
Item No Description Of Item No. L B H QTY Unit

Providing second class Burnt Brick masonry

with conventional/ I.S. type bricks in cementmortar 1:6 in
foundations and plinth of inner walls/ in plinth external walls
including bailing out water manually , striking joints on
unexposed faces, raking out joints on exposed faces and
(11)
watering etc. Complete.
27.01
Step 1 1 0.25 3.2 0.16 0.128 Cu.m
Step 2 1 0.5 3.2 0.16 0.256 Cu.m
Step 3 1 0.75 3.2 0.16 0.384 Cu.m
Step 4 1 1 3.2 0.16 0.512 Cu.m
Step 5 1 1.25 3.2 0.16 0.64 Cu.m
Total Quantity for B.M in outside steps: 1.920 Cu.m
Brick Mansonry in Partition wall:

Providing second class Burnt Brick masonry with

conventional/ I.S. type bricks in cement mortar 1:4 in half
(12) 27.06 brick thick wall including mild steel longitudinal
- Sq.m
reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips
25 mm X 1.6 mm placed at every third course, properly bent
and bonded at ends scaffolding, racking out joints and
watering etc. complete.
Murum filling in Plinth
Filling in plinth and floors with approved excavated material
in 15cm. to 20cm. Layers including watering and compacting
etc. complete
Below Doctor's cabin 1 4 4 0.4 6.400 Cu.m
Below Operation theater 1 5 4 0.4 8.000 Cu.m
Below W.C 1 2.5 4 0.4 4.000 Cu.m
(13) Below W.C 2 1 2.5 3 0.4 3.000 Cu.m
21.36 Below General ward 1 1 5 4 0.4 8.000 Cu.m
Below Cafeteria 1 5.5 4 0.4 8.800 Cu.m
Below Store room 1 4 3 0.4 4.800 Cu.m
Below Reception 1 5 3 0.4 6.000 Cu.m
Below Waiting room 1 5 3 0.4 6.000 Cu.m
Below General ward 2 1 5.5 3 0.4 6.600 Cu.m
Below Passage 1 17.19 3.2 0.4 22.003 Cu.m
Total Quantity for Murum 0.4m for Flooring: 83.603 Cu.m
P.C.C. 0.1m for Flooring:

Providing and laying Cast in situ/Ready Mix cement concrete

in M-10 of trap/ granite/ quartzite/ gneiss metal for
foundation and bedding including bailing out water, Steel
centering, formwork, laying/pumping, compacting,
roughening them if special finish is to be provided, finishing
if required and curing complete, with fully automatic micro
processor based PLC with SCADA enabled reversible Drum
Type mixer/concrete Batch mix plant (Pan mixer) etc.
complete. With fine aggregate (Crushed sand VSI Grade)
(14) Below Doctor's cabin 1 4 4 0.1 1.600 Cu.m
24.01 Below Operation theater 1 5 4 0.1 2.000 Cu.m
Below W.C 1 2.5 4 0.1 1.000 Cu.m
Below W.C 2 1 2.5 3 0.1 0.750 Cu.m
Below General ward 1 1 5 4 0.1 2.000 Cu.m
Below Cafeteria 1 5.5 4 0.1 2.200 Cu.m
Below Store room 1 4 3 0.1 1.200 Cu.m
Below Reception 1 5 3 0.1 1.500 Cu.m
Below Waiting room 1 5 3 0.1 1.500 Cu.m
Below General ward 2 1 5.5 3 0.1 1.650 Cu.m
Below Passage 1 17.19 3.2 0.1 5.501 Cu.m
Total Quantity for P.C.C. 0.1m for Flooring: 20.901 Cu.m
Rubble Soling in Plinth
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone
soling 15 cm to 20 cm thick including hand packing and
compacting etc.
complete.
Below Doctor's cabin 1 4 4 0.3 4.800 Cu.m
Below Operation theater 1 5 4 0.3 6.000 Cu.m
Below W.C 1 2.5 4 0.3 3.000 Cu.m
(15)
Below W.C 2 1 2.5 3 0.3 2.250 Cu.m
21.38
Below General ward 1 1 5 4 0.3 6.000 Cu.m
Below Cafeteria 1 5.5 4 0.3 6.600 Cu.m
Below Store room 1 4 3 0.3 3.600 Cu.m
Below Reception 1 5 3 0.3 4.500 Cu.m
Below Waiting room 1 5 3 0.3 4.500 Cu.m
Below General ward 2 1 5.5 3 0.3 4.950 Cu.m
 (15)
21.38

Item No Description Of Item No. L B H QTY Unit

Below Passage 1 17.19 3.2 0.3 16.502 Cu.m
Total Net Quantity of Rubble Soling: 62.702 Cu.m
Internal Plaster: (Ground Floor)

Internal Wall and Ceiling:

Providing internal cement plaster 12mm thick in single coat
in cement mortar 1:3 without neeru finish to concrete or brick
surfaces, in all position including scaffolding and curing etc.
complete
For Walls:
Doctor's cabin: 2(4.0+4.0) 1 16 - 3.6 57.600 Sq.m
Operation theater: 2(5.0+4.0) 1 18 - 3.6 64.800 Sq.m
W.C: 2(2.5.0+4.0) 1 13 - 3.6 46.800 Sq.m
W.C2: 2(2.5+3.0) 1 11 - 3.6 39.600 Sq.m
General ward 1: 2(5.0+4.0) 1 18 - 3.6 64.800 Sq.m
Cafeteria: 2(5.5+4.0) 1 19 - 3.6 68.400 Sq.m
Store room: 2(4.0+3.0) 1 14 - 3.6 50.400 Sq.m
Reception: 2(5.0+3.0) 1 16 - 3.6 57.600 Sq.m
Waiting room: 2(5.0+3.0) 1 16 - 3.6 57.600 Sq.m
General ward2: 2(5.5+3.0) 1 17 - 3.6 61.200 Sq.m
Passage: 2(19.45+3.2) 1 45.3 - 3.6 163.080 Sq.m
Total Internal Plastering for Walls: 731.880 Sq.m

For Ceiling:
Doctor's cabin: (4.0 x 4.0) 1 4 4 - 16.000 Sq.m
(16) Operation theater: (5.0 x 4.0) 1 5 4 - 20.000 Sq.m
32.04 W.C: (2.5.0 x 4.0) 1 2.5 4 - 10.000 Sq.m
W.C2: (2.5 x 3.0) 1 2.5 3 - 7.500 Sq.m
General ward 1: (5.0 x 4.0) 1 5 4 - 20.000 Sq.m
Cafeteria: (5.5 x 4.0) 1 5.5 4 - 22.000 Sq.m
Store room: (4.0 x 3.0) 1 4 3 - 12.000 Sq.m
Reception: (5.0 x 3.0) 1 5 3 - 15.000 Sq.m
Waiting room: (5.0 x 3.0) 1 5 3 - 15.000 Sq.m
General ward2: (5.5 x 3.0) 1 5.5 3 - 16.500 Sq.m
Passage: (19.45 x 3.2) 1 19.45 3.2 - 62.240 Sq.m
Total Internal Plastering for Ceiling: 216.24 Sq.m

Deduction:
A] Doors:
D1: (1.8 X 2.1) = 3.78sq.m > 3 sq.m (No's: 1 X 1) 1 1.8 - 2.1 3.780 sq.m
D: (1.0 X 2.1) = 2.10 sq.m < 3sq.m (No's: 10 X 0.5) 5 1 - 2.1 10.500 sq.m

B] Windows:
W: (1.2 X 1 ) = 1.2 sq.m < 3 sq.m (No's: 18 X 0.5) 9 1.2 - 1 10.800

C] Ventilators:
V: (1 X 1) = 1 sq.m <3sq.m (No's: 2 X 0.5) 1 1 - 1 1.000
Total Deduction: 26.080
Total Net Quantity for Internal Plaster: 922.04 sq.m
External Plaster:

Providing sand faced plaster externally in cement mortar

using approved screened sand, in all positions including base
coat of 15 mm thick in cement mortar 1:4 using
waterproofing compound at 1Kilogramper cement bag curing
the same for not less than 2 days and keeping the surface of
the base coat rough to receive the sand faced treatment 6 to 8
mm thick in cement mortar 1:4 finishing the surface by taking
(17) out grains and curing for fourteen days scaffolding
32.12 etc.complete.
Bd.L.7 Page One Number 369
Total perimeter: 2 X (11.12 + 23.38) 1 69 - 4.55 313.950 Sq.m
Total Quantity for External Plaster: 313.950 Sq.m
Deduction:
D1: (1.8 X 2.1)=3.78 sq.m > 3 sq.m (No's:1 X 1) 1 1.8 - 2.1 3.780 sq.m
W: (1.2 X 1 ) = 1.2 sq.m < 3 sq.m (No's: 18 X 0.5) 9 1.2 - 1 10.800 sq.m
V: (1 X 1) = 1 sq.m <3sq.m (No's: 2 X 0.5) 1 1 - 1 1.000 sq.m
Total Deduction External Plaster: 15.580 sq.m
Total Net quantity for External Plaster: 298.37 Sq.m
Pointing in Plinth Level

Providing flush grooved pointing with cement mortar 1:3

(18) for stone masonry work including
32.17 scaffolding and curing etc. complete 1 69 0 0.8 55.200 Sq.m
Total Perimeter = 69m
Total Net quantity for pointing in plinth: 55.200 Sq.m
Item No Description Of Item No. L B H QTY Unit

Tile Flooring
Providing and laying matt finish ceramic tiles of having
size 30 cm x 30 cm confirming to I.S.15622/2006 (group
D II-A) and 7 to 8 mm thick for flooring in required position
laid on a bed of 1:4 cement mortar including cement float,
filling joint with white/colour cement
slurry cleaning curing etc. complete.

Doctor's cabin: (4.0 x 4.0) 1 4 4 - 16.000 Sq.m

Operation theater: (5.0 x 4.0) 1 5 4 - 20.000 Sq.m
W.C: (2.5.0 x 4.0) 1 2.5 4 - 10.000 Sq.m
W.C2: (2.5 x 3.0) 1 2.5 3 - 7.500 Sq.m
General ward 1: (5.0 x 4.0) 1 5 4 - 20.000 Sq.m
(19)
33.24 Cafeteria: (5.5 x 4.0) 1 5.5 4 - 22.000 Sq.m
Store room: (4.0 x 3.0) 1 4 3 - 12.000 Sq.m
Reception: (5.0 x 3.0) 1 5 3 - 15.000 Sq.m
Waiting room: (5.0 x 3.0) 1 5 3 - 15.000 Sq.m
General ward2: (5.5 x 3.0) 1 5.5 3 - 16.500 Sq.m
Passage: (19.45 x 3.2) 1 19.45 3.2 - 62.240 Sq.m
Passage 2: (2.25 x 3.2) 1 2.25 3.2 - 7.200 Sq.m
Staircase Block: (2.25 x 3.20) 1 2.25 3.2 - 7.200 Sq.m
Staircase landing 1: 2 0.975 1 - 1.950 Sq.m
Steps in stair: 23 0.975 0.25 - 5.606 Sq.m
Door 1 1 1.8 0.23 - 0.414 Sq.m
Door 10 1 0.23 - 2.300 Sq.m
Net Tile Flooring: 240.910 Sq.m
Dado & Skirting

Providing and laying ceramic tiles of having size 30

cm. x 30 cm. and confirming to corresponding I.S.
for dado and skirting in required position with
(20) readymade adhesive mortar of approved quality on
33.25 plaster of 1:2 cement mortar including joint filling
with white/ colour cement slurry cleaning curing etc.
complete.
DADO
A] W.C : 2(2.5+3) - 0.8 = 10.2 m 1 10.2 - 2.1 21.420 Sq.m
B] W.C : 2(2.5+3) - 0.8 = 10.2 m 1 10.2 - 2.1 21.420 Sq.m
Net Dado= 42.840 Sq.m
SKIRTING
A] Store Room 1 14 - 0.1 1.400 Sq.m
B] Reception 1 16 - 0.1 1.600 Sq.m
C] Waiting Room 1 16 - 0.1 1.600 Sq.m
D] Pharmacy 1 33 - 0.1 3.300 Sq.m
E] Passage 1 45.3 - 0.1 4.530 Sq.m
F] Doctors Cabin 1 16 - 0.1 1.600 Sq.m
G] Staircase Landing 1 4.26 - 0.1 0.426 Sq.m
H] Steps in Staircase 23 0.8 - 0.1 1.840 Sq.m
(21) 33.25 I] Operation Theatre 1 18 - 0.1 1.800 Sq.m
J] General Ward 1 18 - 0.1 1.800 Sq.m
K] Cafeteria 1 19 - 0.1 1.900 Sq.m
Net Skirting= 21.796 Sq.m

DEDUCTIONS FOR SKIRTING

a) Door 1 1.8 - 0.1 0.180 Sq.m
b) Door1 10 1 - 0.1 1.000 Sq.m
Net Deduction for Skirting = 1.180 Sq.m
Net Skirting after Deduction = 20.616 Sq.m
Flooring in Outside Steps: -

Providing and laying Polished Tandur Stone flooring

(22) 25mm to 30mm thick required width in plain/ diamond
pattern on a bed of 1:6 C.M. including cement float, filling 5 0.25 1.8 - 2.250 Sq.m
33.25
joints with neat cement slurry, curing, polishing and
cleaning
etc. complete.
Net Flooring in outside steps= 2.250 Sq.m
Hand Railing

(23)
40.08
Item No Description Of Item No. L B H QTY Unit

Providing and Fixing mat finish stainless steel (of 302 grade )
railing with top pipe of 50 mm dia. and vertical pipe of 38
(23) mm dia at 0.60 m c/c or as required and horizontal pipes
40.08 1 5.75 - 5.750 R.M.T
of 25 mm dia in three rows, all pipes of 2 mm thick
including buffing,fabricating fixtures and fastening
including pipe base of appropriate diameter and ball base
of 75 mm dia above newel post of 75 mm diameter
etc. complete (Prior approval of sample and brand by
Ex.Engineer is necessary beforeuse
L = 2.25 + 1.25 + 2.25 = 5.75 m
Net length of Hand railing= 5.750 R.M.T
M.S. Grill work for Windows: -

Providing and fixing mild steel grill work for windows,

(24) ventilators etc. 20 Kilogram/ One Square Metre as per
40.01 drawing including fixtures, necessary welding and painting
with one coats of anticorrosive paint and two coats of oil
painting complete.
W 20 1.2 - 1 24.00 Cu.m
Net M.S. Grill work for Windows 24.00 Cu.m
Frames for Door
Providing and fixing frame with / without ventilator
of size as specified with Country cut teak wood for doors
and windows including chamfering, rounding, rebating, iron
(25) holdfast of size 300mm x 40mm x 5mm with oil painting,
39.01 etc. complete

D 1 1.8 0.23 2.1 0.869 Cu.m

D1 8 1 0.23 2.1 3.864 Cu.m
Net Frames for Doors 4.733 Cu.m
Shutters for door

Providing and fixing solid core flush door shutter in

single leaf 32 mm thick decorative type of exterior grade
as per detailed drawings approved face veneers 3 mm
(26)
39.09 thick on both faces or as directed, all necessary
beads, mouldings and lipping, wrought iron hold fasts,
chromium plated fixtures and fastenings, with brass
mortise lock, chromium plated handles on both sides, and
finishing with French Polish
D 1 1.8 - 2.1 3.780 Cu.m
D1 8 1 - 2.1 16.800 Cu.m
Net Shutterss for Doors 8.597 Cu.m
Frames for door ( W.C. & Bath)

Providing and laying telephone black / Amba White /

Cadburybrown / Ruby red / Ocean Brown granite stone of 18
(27) to 20 mm thick for door frame/ dado/ window boxing etc. On
33.68
C.M. 1:6 including filling joints with polymer base
filler nosing/moulding the sharp edges wherever
necessary, curing, etc. complete.
D 1 1.8 - 2.1 3.780 Sq.m
Net Frame for W.C Doors 20.580 Sq.m
Shutters for window

(28)
33.68
Item No Description Of Item No. L B H QTY Unit

Providing and fixing in position (as per 1868 / 1982)

Aluminium sliding window of three tracks with
rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637
Kilogram/One Running Metre. with window frame bottom
track section92 x 31.75 x 1.30 mm at weight 1.070
Kilogram/One Running Metre.. Top and side track section
92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Running
(28) metre. The shutter should be of bearing bottom 40 x 18 x
33.68 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter
locking section 40 x 18 x 1.10 mm atweight 0.469
Kilogram/Running metre. andhandle and top section 40
x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre.
As per detailed drawings and as directed by
Engineerincharge with all necessary Aluminium
sections fixtures and fastenings such as roller bearing in
nylon casting and self locking catch fitted in vertical section
of shutter including 5 mm thick plain glass and
aluminium mosquito net shutter with stainless steel jail
with all required screws and nuts etc, complete. With colour
Anodising without box
W 18 1.2 - 1 21.60 Cu.m
Net shutter for Windows 21.60 Cu.m
Shutters for ventilators

Providing and fixing in position powder coated aluminium

louvered windows / ventilator of various sizes with
(29) powder coating as per detailed drawing and
39.68 specifications including aluminium frames 80 x 38 mm x
1.22 mm box type, 5 mm thick sheet glass louvers,
ofapproved quality etc. complete.
V 2 1 - 1 2.00 Cu.m
Net shutter for ventilators 2.00 Cu.m
Internal colouring
Providing and applying colour-wash of approved
colour and shade in two coats to old surfaces which are to
(30) be recoloured including scaffolding, brushing and Same as done for Internal Plastering 922.040 Cu.m
36.07 brooming down. (excluding base coat of white-wash)
etc.
complete.

External colouring

(31) Providing and applying plastic emulsion paint of

approved quality, colour and shade to old and new Same as done for External Plastering 298.370 Cu.m
36.12
surfaces in two coats including scaffolding, preparing
the surface. (excluding
the primer coat)etc. complete
Neeru Finish to Internal Plastering: -
(32)
Providing neeru finish to plastered surfaces in Same as done of Internal Plastering 922.040 Cu.m
32.15
all positions including scaffolding and curing etc.
complete
Steel Reinforcement

Providing and fixing in position TMT - FE - 500 bar

(33) reinforcement of various diameters for R.C.C. pile caps,
26.33 4455 Kg
footings, foundations, slabs, beams columns, canopies,
staircase, newels, chajjas, lintels pardis, copings, fins, arches
etc. as per detailed designs, drawings and schedules.
including cutting, bending, hooking the bars, binding with
wires or tack welding
and supporting as required complete.

K.K WAGH INSTITUTE OF ENGINEERING EDUCATION

AND RESEARCH, NASHIK.
Assignment No.: 02
Name Of Work: R.C.C. Frame Structure. (First Floor)
MEASUREMENT SHEET
Item No Description Of Item No. L B H QTY Unit

Item No Description Of Item No. L B H QTY Unit

R.C.C in Beams and Lintels Description of Item same as done for Ground Floor
R.C.C in Floor Beam
Total length of floor beam = 111.63m 1 111.03 0.23 0.45 11.492 Cu.m
R.C.C in lintel
(1) 13 1.3 0.23 0.23
D1 = 1+0.15+0.15 =1.3 0.894 Cu.m
25.52
W = 1.2+0.15+0.15 = 1.5 15 1.5 0.23 0.23 1.190 Cu.m
V = 1+0.15+0.15 = 1.3 2 1.3 0.23 0.23 0.138 Cu.m
Net R.C.C in Lintel 2.222 Cu.m
Net R.C.C in Lintel and Floor Beam 13.713 Cu.m
(2) R.C.C in column Description of Item same as done for Ground Floor
25.33 H = 3m 24 0.23 0.4 3.6 7.949 Cu.m
R.C.C in Slab and Landing Description of Item same as done for Ground Floor
R.C.C in Slab: -
Slab 1 = 4.46x4.46 = 19.89 sq.m
Slab 2 = 5.00x4.46 = 22.30 sq.m
Slab 3 = 2.96x4.46 = 13.20 sq.m
Slab 4 = 5.00x4.46 = 22.30 sq.m
Slab 5 = 5.96x4.46 = 26.58 sq.m
Slab 6 = 5.50x3.00 = 16.50 sq.m
Slab 7 = 19.45x3.2 = 62.24 sq.m 1 279.62 0.15 41.943 Cu.m
Slab 8 = 4.46x3.46 = 15.43 sq.m
Slab 9 = 5.00x3.46 = 17.30 sq.m
(3)
25.72 Slab 10 = 2.96x3.46 = 10.24 sq.m
Slab 11 = 5.00x3.46 = 17.30 sq.m
Slab 12 = 5.96x3.46 = 20.62 sq.m
Slab 13 = 10.5x1.50 = 15.75 sq.m
Total Area = 279.62 sq.m
R.C.C in Landing : -
Area landing 1 = 2.25x3.2 = 7.23 sq.m
1 9.18 0.75 1.377 Cu.m
Area landing 2 = 1.00x0.97 = 0.97 sq.m

Area landing 3 = 1.00x0.97 = 0.97 sq.m

Cu.m
Net R.C.C in slab and landing 43.32
R.C.C in staircase
R.C.C in waist slab L= 1 6.03 0.98 0.15 0.88 Cu.m
(4) 6.02m
26.26 R.C.C in steps (Triangular portion) A= 23 0.018 0.42
1/2 x 0.25x 0.15 x 0.975 = 0.0182 sq.m Cu.m
Net R.C.C in staircase 1.30 Cu.m
R.C.C in chajja
H = (0.15+0.23)/2 = 0.19m
(5)
26.07 W = 1.2+0.15+0.15 = 1.5m 18 1.5 0.7 0.19 3.591 Cu.m
Net R.C.C in chajja 3.591 Cu.m
Net R.C.C work 69.88 Cu.m
Brick masonary in superstructure Description of Item same as done for Ground Floor
H= 3.75-0.45= 3.3m
Length of brick maonary in Balcony:
1. Balcony 1: (5+0.23+0.23+3+3)=11.96 m
2. Balcony 2: (11.19+1.5+1.5)= 14.19 m
Total length of Brick masonary in first floor:
11.96+14.19+132.32 = 158.47 m 1 158.47 0.23 3.3 120.279 Cu.m

Deduction:
(6)
A] Doors:
27.01
D: (1.0 X 2.1) = 2.10 sq.m < 3sq.m (No's: 13 X 0.5) 6.5 1 - 2.1 13.65 Sq.m

B] Windows:
W: (1.2 X 1 ) = 1.2 sq.m < 3 sq.m (No's: 15 X 0.5) 7.5 1.2 - 1 9 Sq.m

C] Ventilators:
V: (1 X 1) = 1 sq.m <3sq.m (No's: 2 X 0.5) 1 1 - 1 1 Sq.m
Total Deduction: 23.65 Sq.m
Total Net Quantity Brick Masonry in Wall: 96.629 Sq.m
Internal Plaster for Wall and Ceiling: (First Floor) Description of Item same as done for Ground Floor
For Walls:
Doctor's cabin: 2(4.0+4.0) 1 16 - 3.6 57.6 Sq.m
Operation theater: 2(5.0+4.0) 1 18 - 3.6 64.8 Sq.m
Item No Description Of Item No. L B H QTY Unit
W.C: 2(2.5.0+4.0) 1 13 - 3.6 46.8 Sq.m
W.C2: 2(2.5+3.0) 1 11 - 3.6 39.6 Sq.m
General ward 1: 2(5.0+4.0) 1 18 - 3.6 64.8 Sq.m
Cafeteria: 2(5.5+4.0) 1 19 - 3.6 68.4 Sq.m
Store room: 2(4.0+3.0) 1 14 - 3.6 50.4 Sq.m
Reception: 2(5.0+3.0) 1 16 - 3.6 57.6 Sq.m
Waiting room: 2(5.0+3.0) 1 16 - 3.6 57.6 Sq.m
General ward2: 2(5.5+3.0) 1 17 - 3.6 61.2 Sq.m
Passage: 2(19.45+3.2) 1 45.3 - 3.6 163.08 Sq.m
Balcony (Inside Wall):
1. Balcony 1: (5.5+3+3) 1 11.5 - 1.2 13.8 Sq.m
2. Balcony 2: (10.5+1.5+1.5) 1 13.5 - 1.2 16.2 Sq.m
Balcony (Outside Wall):
1. Balcony 1: (5.96+3.23+3.23) 1 12.42 - 1.2 14.904 Sq.m
2. Balcony 2: (11.19+1.73+1.73) 1 14.65 - 1.2 17.58 Sq.m
Total Internal Plastering for Walls: 794.364 Sq.m

For Ceiling:
(7)
Doctor's cabin: (4.0 x 4.0) 1 4 4 - 16 Sq.m
32.04
Operation theater: (5.0 x 4.0) 1 5 4 - 20 Sq.m
W.C: (2.5.0 x 4.0) 1 2.5 4 - 10 Sq.m
W.C2: (2.5 x 3.0) 1 2.5 3 - 7.5 Sq.m
General ward 1: (5.0 x 4.0) 1 5 4 b 20 Sq.m
Cafeteria: (5.5 x 4.0) 1 5.5 4 - 22 Sq.m
Store room: (4.0 x 3.0) 1 4 3 - 12 Sq.m
Reception: (5.0 x 3.0) 1 5 3 - 15 Sq.m
Waiting room: (5.0 x 3.0) 1 5 3 - 15 Sq.m
General ward2: (5.5 x 3.0) 1 5.5 3 - 16.5 Sq.m
Passage: (19.45 x 3.2) 1 19.45 3.2 - 62.24 Sq.m
Total Internal Plastering for Ceiling: 216.24 Sq.m
Deduction:
A] Doors:
D: (1.0 X 2.1) = 2.10 sq.m < 3sq.m (No's: 13 X 0.5) 6.5 1 - 2.1 13.65 sq.m

B] Windows:
W: (1.2 X 1 ) = 1.2 sq.m < 3 sq.m (No's: 15 X 0.5) 7.5 1.2 - 1 9

C] Ventilators:
V: (1 X 1) = 1 sq.m <3sq.m (No's: 2 X 0.5) 1 1 - 1 1
Total Deduction: 23.65
Total Net Quantity for Internal Plaster: 986.954 sq.m
External Plaster: Description of Item same as done for Ground Floor
Total perimeter:[ 2 X (11.12 + 23.38) ] 1 69 - 4.55 313.95 Sq.m
Total Quantity for External Plaster: 313.95 Sq.m
Deduction:
(8)
D: (1.0 X 2.1) = 2.10 sq.m < 3sq.m (No's: 3 X 0.5) 1.5 1 - 2.1 3.15
32.12
W: (1.2 X 1 ) = 1.2 sq.m < 3 sq.m (No's: 13 X 0.5) 6.5 1.2 - 1 7.8 sq.m
V: (1 X 1) = 1 sq.m <3sq.m (No's: 2 X 0.5) 1 1 - 1 1 sq.m
Total Deduction External Plaster: 8.8 sq.m
Total Net quantity for External Plaster: 305.15 Sq.m
Tile Flooring Description of Item same as done for Ground Floor
Doctor's cabin: (4.0 x 4.0) 1 4 4 - 16 Sq.m
Operation theater: (5.0 x 4.0) 1 5 4 - 20 Sq.m
W.C: (2.5.0 x 4.0) 1 2.5 4 - 10 Sq.m
W.C2: (2.5 x 3.0) 1 2.5 3 - 7.5 Sq.m
General ward 1: (5.0 x 4.0) 1 5 4 - 20 Sq.m
(9) Cafeteria: (5.5 x 4.0) 1 5.5 4 - 22 Sq.m
33.24 Store room: (4.0 x 3.0) 1 4 3 - 12 Sq.m
Reception: (5.0 x 3.0) 1 5 3 - 15 Sq.m
Waiting room: (5.0 x 3.0) 1 5 3 - 15 Sq.m
General ward2: (5.5 x 3.0) 1 5.5 3 - 16.5 Sq.m
Passage: (19.45 x 3.2) 1 19.45 3.2 - 62.24 Sq.m
Passage 2: (2.25 x 3.2) 1 2.25 3.2 - 7.2 Sq.m
Total Net quantity for Tile Flooring: 223.44 Sq.m
Dado & Skirting
A] W.C : 2(2.5+3) - 0.8 = 10.2 m 1 10.2 2.1 21.5 Sq.m
(10) 33.25
B] W.C : 2(2.5+3) - 0.8 = 10.2 m 1 10.2 2.1 21.5 Sq.m
NET DADO 43 Sq.m
SKIRTING
A] Store Room 1 14 0.1 1.4 Sq.m
B] Reception 1 16 0.1 1.6 Sq.m
C] Waiting Room 1 16 0.1 1.6 Sq.m
D] Ganeral Ward2 1 33 0.1 3.3 Sq.m

(11) 33.25
Item No Description Of Item No. L B H QTY Unit
E] Passage 1 45.3 0.1 4.53 Sq.m
F] Doctors Cabin 1 16 0.1 1.6 Sq.m
G] Staircase Landing 1 4.26 0.1 0.426 Sq.m
(11) 33.25
I] Steps in Staircase 23 1.8 0.1 1.84 Sq.m
J] Operation Theatre 1 18 0.1 1.8 Sq.m
K] General Ward 3 1 18 0.1 1.8 Sq.m
L] Cafeteria 1 19 0.1 1.9 Sq.m
NET SKIRTING 21.796
DEDUCTIONS FOR SKIRTING
a) Door 1 13 1 0.1 1.3 Sq.m
Net skirting after deduction 20.496 Sq.m
Hand Railing Description of Item same as done for Ground Floor
(12) 40.08
L = 2.25 + 1.25 + 2.25 = 5.75 m 1 5.75 5.75 R.M.T
M.S. Grill work for Windows: - Description of Item same as done for Ground Floor
(13) 40.01
W 20 1.2 1 24 Sq.m
Frames for Doors
(14)
39.01 D1 13 1 0.23 2.1 6.279 Sq.m
Total Shutters for Door 6.279 Sq.m
Shuttera for Doors
(16)
39.09 D1 13 1 - 2.1 27.3 Sq.m
Total Shutters for Door 27.3 Sq.m
Shuttera for Window -
(17)
39.42 W 15 1.2 - 1 18 Sq.m
Total Shutters for Window 18 Sq.m
Shutters for Ventilator -
(18)
39.68 V 2 1 - 1 2 Sq.m
Total Shutters for Ventilator 2 Sq.m
(19) Internal Colouring
36.07 Same as done for Internal Plastering 986.954 Sq.m
Description of Item same as done for Ground Floor
(20) External Colouring
36.12 Same as done for External Plastering 305.15 Sq.m
Description of Item same as done for Ground Floor
(21) Neeru Finish to Internal Plastering
32.15 Same as done for Internal Plastering 986.954 Sq.m
Description of Item same as done for Ground Floor
(22) Steel Reinforcement
26.33 - 3225 Kg
Description of Item same as done for Ground Floor

K.K WAGH INSTITUTE OF ENGINEERING EDUCATION

AND RESEARCH, NASHIK.
Assignment No.: 02
Name Of Work: R.C.C. Frame Structure. (Headroom)
MEASUREMENT SHEET

Item No Description Of Item No. L B H QTY Unit

R.C.C in Beams and Lintels Description of Item same as done for Ground Floor
R.C.C in Headroom Beam
(1) Total length of floor beam = 14.191m 1 14.191 0.23 0.45 1.469 Cu.m
25.52 R.C.C in lintel
H = 1.07 + 0.15 + 0.15 = 1.37 m 1 1.37 0.23 0.23 0.072 Cu.m
Net R.C.C in Floor Beam and Lintel 1.541 Cu.m
(2) R.C.C in Column Description of Item same as done for Ground Floor
25.33 H= 3.6m 4 0.23 0.4 3.6 1.325 Cu.m
R.C.C in Slab Description of Item same as done for Ground Floor
(3)
Slab = 5.5x3.2 = 17.6 sq.m 1 17.6 - 0.15 2.640 Cu.m
25.72
Net R.C.C in Slab 2.640 Cu.m
Brick Masonary in Headroom Description of Item same as done for Ground Floor
H= 3.60 - 0.45 = 3.15m
Total length of floor beam = 14.191m 1 14.191 0.23 3.15 10.281 Cu.m
Deduction for Doors and Lintels
(4) A] Door
1 1 0.23 2.1 0.483 Cu.m
27.01 D = 1.0x2.10
B] Lintel
2 1.3 0.23 0.23 0.138 Cu.m
H.D = 1.0+0.15+0.15 = 1.3
 (4)
27.01

Item No Description Of Item No. L B H QTY Unit

Net Deduction in Doors and Windows 0.621 Cu.m
Net Brick Masonary in Superstructure 9.661 Cu.m
Internal Plastering Description of Item same as done for Ground Floor
Headroom Perimater: 2(5.5 + 3.2) 1 17.4 2.85 49.59 Sq.m
(5) Total Internal Plastering: 49.59 Sq.m
32.04 Deduction:
H.D.:(1 x 2.1)= 2.1 sq.m 0.5 1 - 2.1 1.05
Net Internal plastering for Headroom: 48.54 Sq.m
External Plastering Description of Item same as done for Ground Floor
External Perimeter: 2(5.96+3.66) 1 19.24 3 57.72
(6) Total Internal Plastering: 57.72 Sq.m
32.12 Deduction:
H.D.:(1 x 2.1)= 2.1 sq.m 0.5 1 - 2.1 1.05 Sq.m
Net Internal plastering for Headroom: 56.67 Sq.m
Tile Flooring Description of Item same as done for Ground Floor
(7) A] Headroom Landing: 1 2.25 3.2 - 7.2 Sq.m
33.24 B] Headroom Door: 1 1 0.23 - 0.23 Sq.m
Net Internal plastering for Headroom: 7.43 Sq.m
Skirting
A] Headroom Landing: 2(2.25+3.2) = 10.9 m 1 10.9 - 0.1 1.09 Sq.m
(8)
33.25 DEDUCTIONS FOR SKIRTING
Headroom Door 1 1 0.1 0.1 Sq.m
Net Skirting after Deduction = 0.99 Sq.m
(9) Frames for Doors Description of Item same as done for Ground Floor
39.01 Headroom Door 1 1 0.23 2.1 0.483 Sq.m
Description of Item same as done for Ground
(10) Shutters for Doors
Floor
39.09 Hearoom Door 1 1 2.1 2.1 Sq.m
(11) Internal Colouring
36.07 Same as done for Internal Plastering 48.54 Sq.m
Description of Item same as done for Ground Floor
(12) External Colouring
36.12 Same as done for External Plastering 56.67 Sq.m
Description of Item same as done for Ground Floor
(13) Neeru Finish in Internal Plastetring
32.15 Same as done for Internal Plastering 48.54 Sq.m
Description of Item same as done for Ground Floor
Waterproofing

Providing waterproofing in W.C. and bath including

brick bat coba in all position including providing and
laying 12mm bedding in cement mortor 1:3 on vergin
concrete slab with waterproofing compound
@ 1Kilogram/per bag of cement laying brick bat coba of
required thickness in cm 1:5 with waterproofing
compound 1 Kilogram/bag of cement grouting and
finishing the top layer with 20mm thick brick bedding in
cm mortor 1:3 with waterproofing compound 1
Kilogram/per bag of cement and testing the treated
portion for 48 hours by pond test and covering ten
years' guarantee on requisite
stamp paper including curing etc. complete.
(14)
31.26 Slab 1 Area = 4.46 x 4.46 = 19.89 Sq.m
Slab 2 Area = 5.00 x 4.46 = 22.30 Sq.m
Slab 3 Area = 2.96 x 4.46 = 13.20 Sq.m
Slab 4 Area = 5.00 x 4.46 = 22.30 Sq.m

1 297.22 0.2 59.444 Cu.m