Name of work :--

Construction of New Two Class Room Building At.Tiwali (URDU) Tq.Malegaon Distt.Washim

ABSTRACT
Sr. No. Item Quantity Rate Unit Amount
1 2 3 5

1 Excavation for foundation in earth, soil of all types, sand, 19.63 Cum 207.00 Cum 4063.00
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 andnecessary back
filling, ramming, watering including shoring and strutting etc.
complete. (Lift upto 1.5 m.) By Mechanical Means

Spec.No. : Bd.A.1/Page No.259

Refrence No: BDA 1 SSR I.No.21.02
2 Excavation for foundation in hard murum including removing 19.44 Cum 227.00 Cum 4413.00
the excavated material upto distance of 50 metres 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 1.50 m) By Mechanical
Spec. No. : Bd.A. 2/Page No. 259
Refrence No: BDA 1 SSR I.No.21.06
3 Providing and laying Cast in situ/Ready Mix cement 12.05 Cum 7064.60 Cum 85130.00
concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for
oundation and bedding including bailing out water, Steel
centering, formwork,laying/pumping, compacting, ughening
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.
Spec. No. : Bd.E. 1/Page No. 287
Refrence No: BDE 1 SSR I.No.24.01
4 Providing and laying in situ /Ready Mix cement concrete M- 4.86 Cum 8281.00 Cum 40246.00
20 oftrap / granite /quartzite/ gneiss metal for R.C.C. work in
foundationslike raft, strip foundations, grillage and footings
of R.C.C. columns and steel stanchions etc. including
bailing out water, Steel centering formwork, laying/pumping
cover blocks, compaction and curing roughening the surface
if special finish is to be provided (Excluding 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 (Natural Sand / Crushed
Spec.No: Bd.F.3/Page No.298& B,7,page No.38
Refrence No: BDF 3SSR I.No. 25.11
5 Providing and laying Cast in situ/Ready Mix cement 5.01 Cum 14960.00 Cum 75018.00
concrete M-20 of trap / granite /quartzite/ gneiss metal for
R.C.C. columns as per detailed designs and drawing or as
directed 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 (Natural Sand / Crushed
sand VSI Grade
spec.No.: Bd.F.5finely
Pagewashed
No. 300etc)
and B.7, Page.No. 38
Refrence No: BDF 5 SSR I.No.25.31
 ABSTRACT
Sr. No. Item Quantity Rate Unit Amount
1 2 3 5

6 Providing and laying Cast in situ/Ready Mix cement 10.67 Cum 13446.00 Cum 143473.00
concrete M-20 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 teel).
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 (Natural Sand / Crushed sand VSI Grade finely
washed etc)
Spec.No.: Bd.F.6 Page No. 300 and B.7, Page No.38
Refrence No: BDF 6 SSR I.No.25.50
7 Providing and laying Cast in situ/Ready Mix cement 0.2700 Cum 15109.00 Cum 4079.00
concrete M-20 of trap/ granite/ quartzite/ gneiss metal for
R.C.C. chajja as per detailed design and drawings including
steel centering, formwork, cover blocks compacting , curing
, finishing and roughening the 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 (Natural Sand / Crushed sand VSI
Grade finely washed etc)

Spec.No.: Bd.F.9 Page No. 303 and B.7, Page No.38

Refrence No: BDF 9 SSR I.No.26.09
8 Providing and laying Cast in situ/Ready Mix cement 12.53 Cum 15120.00 Cum 189468.00
concrete M-20 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,
aying/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 (Natural Sand / Crushed
sand VSI Grade finely washed etc)

Spec.No.: Bd.F.8 Page No. 302 and B.7, Page No.38

Refrence No: BDF 8 SSR I.No.25.70
9 Providing and fixing in position TMT - FE - 500 bar 3.045 M.T. 90051.10 M.T. 274184.00
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 and supporting as
required complete.
Spec.No.: Bd.F.17, Page No. 306
Refrence No: BDF 17 SSR I.No.26.33
 ABSTRACT
Sr. No. Item Quantity Rate Unit Amount
1 2 3 5

10 Providing second class Burnt Brick masonry with 5.75 Cum 9792.90 Cum 56302.00
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
nexposed faces, raking out joints on exposed faces and
watering etc. Complete.
Spec.No.: Bd.G.1/Page No.313
Refrence No: BDG 1 SSR I.No. 27.01
11 Filling in plinth and floors with contractors material/brought 68.17 Cum 1125.75 Cum 76740.00
from outside and approved by Engineer incharge in layers of
15 cm to 20 cm including watering and compaction etc.
complete.
Spec. No. : Bd.A. 11/Page No. 263
Refrence No: BDA 11 SSR I.No.21.37
12 Providing second class Burnt Brick masonry with 19.93 Cum 9987.40 Cum 199067.00
conventional/ I.S. type bricks in cement mortar 1:6 in
superstructure including striking joints, raking out joints,
watering and
Spec.No.: scaffoldingNo.315
Bd.G.5/Page etc. Complete
Refrence No: BDG 5SSR I.No.27.05
13 Providing and fixing M40 grade thick vibrated pull cast or 12.40 Sqm 1144.00 Sqm 14186.00
similar type concrete frame with chamfer conforming to I.S.
65241983 having 6 mm dia. bars 3 Nos. And stirrups @250
mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm
dia bars 500 mm long including primer and oil painting etc,
complete) frame size 60 mm x 100 mm .
Spec.No.: As directed byEngineer in charge.
Refrence No: BDT SSR I.No.39.57
14 Providing and fixing solid core flush door shutter in single 4.20 Sqm 3079.00 Sqm 12932.00
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 brass mortise lock, chromium
plated handles on both sides, and finishing with French
Polish etc. complete.
Spec.No.: BD-T-34 Page No. 499
Refrence No: BDT-34 SSR I.No.39.09
15 Providing and fixing steel window of various sizes as per 10.80 Sqm 4874.00 Sqm 52639.00
detailed drawing without hot dip zinc coating, without
ventilators, including fabricating / glazing with plain /
obscured glass panels of approved type and quality, iron
oxidised fixtures and fastenings, oil painting two coats
complete.
Spec.No.: BD-T-53 Page No. 509
Refrence No: BDT-53 SSR I.No.39.19
16 Providing internal cement plaster 6 mm thick in a single coat 108.96 Sqm 222.70 Sqm 24266.00
in cement mortar 1:3 without neeru finish to concrete urface
in all positions including scaffolding and curing etc.
complete.
Spec.No.: Bd.L.1 Page No. 367
Refrence No: BDL 1 SSR I.No. 32.02
 ABSTRACT
Sr. No. Item Quantity Rate Unit Amount
1 2 3 5

17 Providing internal cement plaster 12mm thick in single coat 134.19 Sqm 315.25 Sqm 42303.00
in cement mortar 1:4 without finish to concrete or brick
surfaces, in all positions including scaffolding and curing
etc. complete.

Spec.No.: Bd.L.2/Page No.368

Refrence No: BDL 2A SSR I.No. 32.05

18 Providing internal cement plaster 20mm thick in two coats in 76.90 Sqm 433.65 Sqm 33346.00
cement mortar 1:5 without neeru finish, to concrete, brick
surface, in all positions including scaffolding and curing etc.
complete
Spec.No.: Bd.L.4 Page No. 368
Refrence No: BDL 4 SSR I.No. 32.06

19 Providing and laying Vitrified mirror/glossy finish having 90.89 Sqm 1570.05 Sqm 142702.00
decorative type of size 590 millimeter to 605 millimeter x 590
millimeter to 605 millimeter of 8 to 10 millimeter thickness
(on a existing flooring) with bonding chemical and
confirming to IS 15622-2006 (Group Bla) of approved make
shade and pattern for flooring in required position laid on a
bed of bonding chemical filling joints curing and cleaning etc
. complete.
Spec.No.:Bd. Bd.M. 12 Page Number385
Refrence No: BDM 12 SSR I.No.33.40
20 Providing and applying three coats of water proof cement 76.90 Sqm 104.00 Sqm 7997.00
paint of approved manufacture and of approved colour to
new plastered surfaces including scaffolding if necessary,
cleaning and preparing the surface,watering for two days
etc. complete.
Spec.No.:Spec.Number: Bd.O.8/Page Number406
Refrence No: SSR I.No.35.15
21 Providing and applying washable oil-bound distemper of 166.26 Sqm 48.00 Sqm 7980.00
approved colour and shade to old and new surfaces in two
coats including scaffolding, preparing the surfaces.
(excluding the primer coat.) etc. complete.
Spec.No.:Bd.P.5 Page No. 413
Refrence No: BDP 6 SSR I.No.36.11
 ABSTRACT
Sr. No. Item Quantity Rate Unit Amount
1 2 3 5

22 Providing and fixing board displaying information, such as 1.00 No. 4280.00 No. 4280.00
'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick
mild steel sheet painted with one coat of Zinc chromate
stoving primer and two coats of enamel paint on front side
and grey stove enamel on back side and border / essages /
symbols etc. with approved colour shade paint complete, on
M.S.angle of size 35 x 35 x 3 mm frame with properly cross
braced M.S. angles of size 35mmx35mmx3mm duly painted
including Two M.S. angle iron posts of size 65 mm x 65 mm
x 6 mm, 3.65 m long painted with alternate black and white
bands of 25 cm width including all fixtures etc.and fixing the
boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
Spec.No.: MORTH 801
Reference No :- MORTH 801 SSR I.No.6.36

Total 1494814.00

[Sect.Engineer] Deputy Engineer

Z.P.Works Sub Dn.Malegaon Z.P.Works Sub Dn.Malegaon
Name of work :--
Construction of New Two Class Room Building At.Tiwali (URDU) Tq.Malegaon
Distt.Washim
1794803.00
Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

1 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
andnecessary back filling, ramming, watering including shoring and strutting etc. complete.
(Lift upto 1.5 m.) By Mechanical Means
Column Pits 1 X 15 X 1.20 X 1.20 X 0.60 = 12.96
Ground Level Beam 4 X 2 X 2.95 X 0.35 X 0.30 = 2.48
3 X 3 X 2.15 X 0.35 X 0.30 = 2.03
L/W 1 X 1 X 12.86 X 0.35 X 0.30 = 1.35
Step 1 X 2 X 1.50 X 0.60 X 0.45 = 0.81
Ramp 1 X 2 X 0.00 X 0.00 X 0.45 = 0.00

Total 19.63 Cum

2 Excavation for foundation in hard murum including removing the excavated material upto
distance of 50 metres 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 1.50 m) By Mechanical
Means
Column Pits 1 X 15 X 1.20 X 1.20 X 0.90 = 19.44

Total 19.44 Cum

3 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/
quartzite/ gneiss metal for oundation and bedding including bailing out water, Steel
centering, formwork,laying/pumping, compacting, ughening 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 (Natural Sand / Crushed sand VSI Grade finely
washed etc)

Column Pits 1 X 15 X 1.10 X 1.10 X 0.075 = 1.36

4 X 2 X 2.95 X 0.35 X 0.075 = 0.62
3 X 3 X 2.15 X 0.35 X 0.075 = 0.51
1 X 1 X 12.86 X 0.35 X 0.075 = 0.34
1 X 2 X 1.50 X 0.60 X 0.075 = 0.14
1 X 2 X 0.00 X 0.00 X 0.075 = 0.00
Below Floor
Room 1 X 2 X 6.10 X 4.95 X 0.100 = 6.04
Ver 1 X 2 X 6.10 X 2.50 X 0.100 = 3.05

Total 12.05 Cum

4 Providing and laying in situ /Ready Mix cement concrete M-20 oftrap / granite /quartzite/
gneiss metal for R.C.C. work in foundationslike raft, strip foundations, grillage and footings of
R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering
formwork, laying/pumping cover blocks, compaction and curing roughening the surface if
special finish is to be provided (Excluding 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 (Natural
Column base 1 X 15 X 0.90 X 0.90 X 0.40 = 4.86

Total 4.86 Cum

 Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

5 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/
gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed
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
Up to GLPLC with SCADA
= enabled
0.88 reversible
1.50 Drum Type mixer/ concrete Batch mix plant (Pan
- 0.63
GL to Plingh = 0.75
Plinth to GF to Slab = 3.22
4.85
Up to GL 1 X 15 X 0.23 X 0.30 X 0.88 = 0.91
GL to Plinth & Plinth to Slab 1 X 15 X 0.23 X 0.30 X 3.97 = 4.11
Ver.Coloumn

Total 5.015 Cum

6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 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 teel). 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 (Natural Sand / Crushed sand VSI Grade finely washed etc)

Ground Beam
1 X 3 X 12.86 X 0.23 X 0.30 = 2.66
1 X 3 X 7.98 X 0.23 X 0.30 = 1.65

Lintel Beam
1 X 2 X 12.86 X 0.23 X 0.08 = 0.47
1 X 3 X 5.48 X 0.23 X 0.08 = 0.30
Slab Beam
1 X 3 X 13.16 X 0.23 X 0.30 = 2.72
1 X 5 X 8.28 X 0.23 X 0.30 = 2.86

Total 10.670 Cum

7 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/
gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering,
formwork, cover blocks compacting , curing , finishing and roughening the 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 (Natural
Sand / Crushed sand VSI Grade finely washed etc)
W 2 X 2 X 1.50 X 0.45 X 0.100 = 0.27

Total 0.27 Cum

8 Providing and laying Cast in situ/Ready Mix cement concrete M-20 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, aying/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 (Natural Sand / Crushed sand VSI Grade
finely washed etc)

Main Slab 1 X 1 X 13.16 X 8.28 X 0.115 = 12.53

Total 12.531 Cum

 Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

9 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
and supporting as required complete.
Qty. As per Itme No. 4 = 4.86 @ 88.00 Kg/cum 427.68
Qty. As per Itme No. 5 = 5.01 @ 90.00 Kg/cum 451.31
Qty. As per Itme No. 6 = 10.67 @ 95.00 Kg/cum 1013.68
Qty. As per Itme No. 7 = 0.27 @ 90.00 Kg/cum 24.30
Qty. As per Itme No. 8 = 12.53 @ 90.00 Kg/cum 1127.79
1794803.00 Total 3044.76
3044.76 @ 1000 Kg /CUM Net Qty. = 3.04 Mt.
10 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 nexposed faces, raking out joints on exposed faces and watering etc. Complete.

Over GL Beams
4 X 2 X 2.95 X 0.23 X 0.50 = 2.71
3 X 3 X 2.15 X 0.23 X 0.50 = 2.23

Step 1 X 2 X 1.50 X 0.90 X 0.15 = 0.41

1 X 2 X 1.50 X 0.60 X 0.15 = 0.27
1 X 2 X 1.50 X 0.30 X 0.15 = 0.14

0 X 1 X 0.00 X 0.23 X Av. 0.65 = 0.00

0 X 1 X 0.00 X 0.23 X 0.75 = 0.00

Total 5.75 Cum

11 Filling in plinth and floors with contractors material/brought from outside and approved by
Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc.
complete.
Room 1 X 2 X 6.10 X 4.95 X 0.75 = 45.29
Ver 1 X 2 X 6.10 X 2.50 X 0.75 = 22.88
Ramp 0 X 1 X 0.00 X 0.00 X Av. 0.65 = 0.00

Total 68.17 Cum

12 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in
superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

L/W 4 X 2 X 2.95 X 0.23 X 2.80 = 15.20

S/W 2 X 3 X 2.15 X 0.23 X 2.80 = 8.31

23.51

Deduction (-)
D1 2 X 1 X 1.00 X 0.23 X 2.10 = 0.97
W 2 X 4 X 0.90 X 0.23 X 1.50 = 2.48
V 2 X 3 X 0.30 X 0.23 X 0.30 = 0.12
3.57
Net Qty. 19.93 Sqm
 Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

13 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with
chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm
c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60 mm x 100 mm .
D Head 2 X 2 X 1.00 = 4.00
Post 2 X 2 X 2.10 = 8.40

Total = 12.40 Rmt.

14 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 brass mortise lock, chromium plated handles on both sides, and finishing with French
Polish etc. complete.

2 X 1 X 1.00 X 2.10 = 4.20

Total 4.20 Sqm

15 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without
ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron
oxidised fixtures and fastenings, oil painting two coats complete.

2 X 4 X 0.90 X 1.50 = 10.80

Total = 10.80 Sqm

16 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to
concrete urface in all positions including scaffolding and curing etc. complete.

Ceiling 1 X 1 X 13.16 X 8.28 = 108.96

Total 108.96 Sqm

17 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without finish to
concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

L/W 4 X 2 X 2.95 X 3.10 = 73.16

S/W 2 X 3 X 2.15 X 3.10 = 39.99
2 X 2 X 2.95 X 3.10 = 36.58

149.73
Deduction
D1 2 X 1 X 1.00 X 2.10 = 4.20
W 2 X 4 X 0.90 X 1.50 = 10.80
V 2 X 3 X 0.30 X 0.30 = 0.54

15.54
Total = 134.19 Sqm
 Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

18 Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without
neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.
complete

Back Side 1 X 1 X 12.86 X 3.60 = 46.30

Side Wall 1 X 2 X 4.30 X 3.60 = 30.96
Deduct W -2 X 2 X 0.90 X 1.50 = -5.40
Deduct V -2 X 2 X 0.30 X 0.30 = -0.36

Step 1 X 2 X 1.50 X 0.90 = 2.70

1 X 2 X 1.50 X 0.60 = 1.80
1 X 2 X 1.50 X 0.30 = 0.90

1 X 2 X 0.00 X 0.65 = 0.00

1 X 2 X 0.00 X 0.75 = 0.00
Total = 76.90 Sqm
19 Providing and laying Vitrified mirror/glossy finish having decorative type of size 590 millimeter to 605
millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with
bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for
flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc .
Room 1 X 2 X 6.10 X 4.95 = 60.39
Ver 1 X 2 X 6.10 X 2.50 = 30.50

Total 90.89 Sqm

20 Providing and applying three coats of water proof cement paint of approved manufacture and of
approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing
the surface,watering for two days etc. complete.

Qty.as per I.No. 18 = 76.90 = 76.90

Total 76.90 Sqm

21 Providing and applying washable oil-bound distemper of approved colour and shade to old
and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the
primer coat.) etc. complete.

Qty.as per I.No. 16 = 108.96 = 108.96

Qty.as per I.No. 17 = 134.19 = 134.19
Deduct Qty. Of Item No. 20 = -76.90 = -76.90

Total = 166.26 Sqm

 Measurement
Sr. Item Nos Length Breath Depth / Height Qnty
1 2 3 4 5 6 7

22 Providing and fixing board displaying information, such as 'Name of work, Tender cost,
Name of Contractor, Work completion and liability period etc', having rectangular shape of
1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one
coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / essages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size
65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm
width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60
cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No.
As directed by Engineer in Charge
1 X 1 = 1.00 Each

Total = 1.00 Each

[Sect.Engineer]
Z.P.Works Sub Dn.Malegaon