105
SCHEDULE OF QUANTITY
Name of work : D/o land for Sector A-1 to A-4, Narela Project, Ph.-I
SH : Providing & laying peripheral sewer line in Sector A-1 to A-4, Narela (Partly).
S.No.
1.
Description of Item
Qty.
Unit
Earth work in excavation by mechanical means
(Hydraulic excavator) / manual means over areas
(exceeding 30cm in depth. 1.5m in width as well as 10
sqm on plan) including disposal of excavated earth,
lead upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.
a)
2.
All kinds of soil
230581.00
Cum.
151059.00
Cum.
162190.00
Cum.
68391.00
Cum.
Extra for every additional lift of 1.50 m or part thereof
in:
a)
3.
All kinds of soil
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding
20cm
in
depth,
consolidating
each
deposited layer by ramming and watering, lead up to
50 m and lift upto 1.5m.
4.
Disposal of surplus earth by mechanical transport
including loading, unloading for all leads & lifts within
area of Sector-A-1 to A-4, Narela
Rate
Amount
(in Rs.)
(in Rs.)
106
S.No.
5.
Description of Item
Qty.
Unit
Cutting road and making good the same including
supply of extra quantities of materials i.e. aggregate,
moorum screening, red bajri and labour required.
6.
(a)
Bituminous portion
97.50
Cum.
(b)
Water bound macadam
785.00
Cum.
2084.00
Cum.
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work upto plinth level :
(a)
1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded
Stone agg. 20 mm Nominal Size) .
7.
Providing and laying in position non-pressure NP-3
Class S&S RCC pipes ISI marked including. jointing
with rubber rings & in cement mortar in proportion of
1:2 (1 cement : 2 fine sand) & testing of joints etc.
complete including cost of rubber rings.
(a)
250 mm dia R.C.C. Pipe
1262.00
Metre
(b)
300 mm dia R.C.C. Pipe
230.00
Metre
(c)
350 mm dia R.C.C. Pipe
885.00
Metre
(d)
400 mm dia R.C.C. Pipe
341.00
Metre
(e)
450 mm dia R.C.C. Pipe
2075.00
Metre
(f)
500 mm dia R.C.C. Pipe
402.00
Metre
Rate
Amount
(in Rs.)
(in Rs.)
107
S.No.
8.
Description of Item
Qty.
Unit
g)
600 mm dia R.C.C. Pipe
1289.00
Metre
h)
700 mm dia R.C.C. Pipe
463.00
Metre
i)
900 mm dia R.C.C. Pipe
822.00
Metre
j)
1100 mm dia R.C.C. Pipe
376.00
Metre
k)
1400 mm dia R.C.C. Pipe
358.00
Metre
Constructing brick masonry manhole 4’ or 1.22 m
internal dia at bottom and 560 mm dia at top depth for
1.68 m built with FPS bricks class designation 75
curved on plan in cement mortar 1:4 (1 cement : 4
Coarse sand) excluding excavation but including 300
mm. thick C.C. 1:3:6 (1 cement : 3 coarse sand : 6
graded stone agg. 20 mm Nominal Size) including
centring & shuttering and providing and fixing steel
fibre reinforced cement concrete manhole cover and
frame (extra heavy duty) made of M 350 concrete
grade 560 mm. dia internal and total weight of frame
and cover not to be less than 182 kg. fixed in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone agg. 20 mm Nominal Size) and including 12mm
thick cement plaster both inside & outside with cement
mortar 1:4 (1 cement : 4 coarse sand) and inside
Rate
Amount
(in Rs.)
(in Rs.)
108
S.No.
Description of Item
Qty.
Unit
plaster finished with a floating coat of neat cement
punning, making necessary channel with C.C. 1:2:4 (1
cement : 2 coarse sand : 4 graded stone agg. 20 mm
Nominal Size) and including providing orange colour
safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910 on 12mm dia steel bar
conforming to IS : 1786 having minimum cross section
as 23 mmx25mm and over all minimum length 263 mm
and width as 165mm with minimum 112 mm space
between protruded legs having 2 mm tread on top
surface by ribbing or chequering besides necessary
and adequate anchoring projections on tail length on
138 mm as per standard drawing and suitable to with
stand the bend test and chemical resistance test as
per
specifications
and
having
manufacture's
permanent identification mark to be visible even after
fixing, including fixing in manholes with 30x20x15 cm
cement concrete block 1:3:6 (1 cement : 3 coarse sand
: 6 graded stone aggregate 20 mm nominal size)
complete as per approved drawing of M.C.D. and as
per direction of Engineer-in-charge.
10 Nos.
Each
Rate
Amount
(in Rs.)
(in Rs.)
109
S.No.
9.
Description of Item
Unit
Extra depth for circular type manhole 1.22m internal
dia (at bottom) beyond 1.68 m to 2.29 m
10.
Qty.
Constructing brick masonry manhole 5’ or 1.52 m
internal dia at bottom and 560 mm dia at top depth for
2.29 m built with FPS bricks class designation 75
curved on plan in cement mortar 1:4 (1 cement : 4
Coarse sand) excluding excavation but including 0.225
m Stone soling grouted with C.C. 1:3:6 in foundation
including 300 mm. thick C.C. 1:3:6 (1 cement : 3
coarse sand : 6 graded stone agg. 20 mm Nominal
Size) over stone soiling including centring & shuttering
and providing and fixing steel fibre reinforced cement
concrete manhole cover and frame (extra heavy duty)
made of M 350 concrete grade 560 mm. dia internal
and total weight of frame and cover not to be less than
182 kg. fixed in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone agg. 20 mm Nominal
Size) and including 12mm thick cement plaster both
inside & outside with cement mortar 1:4 (1 cement : 4
coarse sand) and inside plaster finished with a floating
coat of neat cement punning, making necessary
2.45
Mt.
Rate
Amount
(in Rs.)
(in Rs.)
110
S.No.
Description of Item
Qty.
Unit
channel with C.C. 1:2:4 (1 cement : 2 coarse sand : 4
graded stone agg. 20 mm Nominal Size) and including
providing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS : 10910 on
12mm dia steel bar conforming to IS : 1786 having
minimum cross section as 23 mmx25mm and over all
minimum length 263 mm and width as 165mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering
besides
necessary
and
adequate
anchoring projections on tail length on 138 mm as per
standard drawing and suitable to with stand the bend
test and chemical resistance test as per specifications
and having manufacture's permanent identification
mark to be visible even after fixing, including fixing in
manholes with 30x20x15 cm cement concrete block
1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per
approved drawing of M.C.D. and as per direction of
Engineer-in-charge.
332 Nos.
Each
Rate
Amount
(in Rs.)
(in Rs.)
111
S.No.
11.
Description of Item
Qty.
Unit
Extra depth for circular type manhole 1.52m internal
dia (at bottom)
12
(a)
Beyond 2.29 m to 4.25 m.
279.00
Metre
(b)
Beyond 4.25 m to 6.18 m
48.00
Metre
Constructing brick masonry manhole 6’ or 1.83 m
internal dia at bottom and 560 mm dia at top depth for
5.48 m built with FPS bricks class designation 75
curved on plan in cement mortar 1:4 (1 cement : 4
Coarse sand) excluding excavation but including 0.225
m Stone soling grouted with C.C. 1:3:6 in foundation
including 300 mm. thick C.C. 1:2:4 (1 cement :2 coarse
sand : 4 graded stone agg. 20 mm Nominal Size) over
stone soiling including centring & shuttering and
providing and fixing steel fibre reinforced cement
concrete manhole cover and frame (extra heavy duty)
made of M 35 concrete grade 560 mm. dia internal and
total weight of frame and cover not to be less than 182
kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone agg. 20 mm Nominal Size) and
including 12mm thick cement plaster both inside &
outside with cement mortar 1:4 (1 cement : 4 coarse
Rate
Amount
(in Rs.)
(in Rs.)
112
S.No.
Description of Item
Qty.
Unit
sand) and inside plaster finished with a floating coat of
neat cement punning, making necessary channel with
C.C. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
agg. 20 mm Nominal Size) and including providing
orange colour safety foot rest of minimum 6 mm thick
plastic encapsulated as per IS : 10910 on 12mm dia
steel bar conforming to IS : 1786 having minimum
cross section as 23 mmx25mm and over all minimum
length 263 mm and width as 165mm with minimum
112 mm space between protruded legs having 2 mm
tread on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on tail
length on 138 mm as per standard drawing and
suitable to with stand the bend test and chemical
resistance test as per specifications and having
manufacture’s permanent identification mark to be
visible even after fixing, including fixing in manholes
with 30x20x15 cm cement concrete block 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 20
mm nominal size) complete as per approved drawing
of M.C.D. and as per direction of Engineer-in-charge.
16 Nos.
Each
Rate
Amount
(in Rs.)
(in Rs.)
113
S.No.
13.
Description of Item
Unit
Extra depth for circular type manhole 1.83 m internal
dia (at bottom) beyond 5.48 m to 10.05 m
14.
Qty.
Constructing brick masonry manhole 7’ or 2.13 m
Internal dia at bottom and 560 mm dia at top depth for
6.13 m Built with FPS bricks class designation 75
curved on plan in cement mortar 1:4 (1 cement : 4
coarse sand) excluding excavation but including 225
mm thick stone soling grouted with C.C. 1:3:6 (1
Cement : 3 Coarse Sand : 6 Graded Stone agg. 20
mm Nominal Size), 10 cm. thick C.C. 1:3:6 (1 Cement :
3 Coarse Sand : 6 Graded Stone agg. 20 mm Nominal
Size) in foundation and 200 mm thick RCC 1:2:4 (1
cement : 2 coarse sand : 4 graded stone agg. 20 mm
Nominal Size) over then stone soling grouted with C.C.
1:3:6 with cold twisted reinforcement 0.12% at bottom
and 0.12% at top in both directions including centring
and shuttering and providing and fixing steel fiber
reinforced concrete manhole frame and cover (extra
heavy duty) made of M35 concrete grade 560 mm
internal dia, weight of frame and cover not to be less
than 182 Kg. fixed in cement concrete 1:2:4 (1 cement
9.27
Metre
Rate
Amount
(in Rs.)
(in Rs.)
114
S.No.
Description of Item
Qty.
: 2 coarse sand : 4 graded stone agg. 20 mm Nominal
Size) and including 12 mm thick cement plaster both
inside and outside with cement mortar 1:4 (1 cement :
4 coarse sand) and inside plaster finished with a
floating
coat
of
neat
cement
punning,
making
necessary channels with cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone agg. 20 mm
Nominal Size) and including providing orange colour
safety foot rest of minimum 6 mm thick plastic fixing,
including fixing in manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6
graded
stone aggregate
20 mm nominal size)
complete as per approved drawing of M.C.D. and as
per direction of Engineer-in-charge.encapsulated as
per IS : 10910 on 12mm dia steel bar conforming to IS
: 1786 having minimum cross section as 23 mmx25mm
and over all minimum length 263 mm and width as
165mm with minimum 112 mm space between
protruded legs having 2 mm tread on top surface by
ribbing or chequering besides necessary and adequate
anchoring projections on tail length on 138 mm as per
Unit
Rate
Amount
(in Rs.)
(in Rs.)
115
S.No.
Description of Item
Qty.
Unit
standard drawing and suitable to with stand the bend
test and chemical resistance test as per specifications
and having manufacture's permanent identification
mark to be visible even after fixing, including fixing in
manholes with 30x20x15 cm cement concrete block
1;3:6 (1 cement: 3 coarse sand: 6 grade stone
aggregate 20 mm nominal size). Complete as per
approved drawing of MCD and as per direction of
15 Nos.
Each
7.31
Metre
Engineer-in-charge.
15.
Extra depth for circular type manhole 2.13 m internal
dia (at bottom) beyond 6.13 m to 10.70 m.
16.
Providing RCC spun vent shaft with cowl 140 mm. &
200 mm. internal & external dia respectively at top, 300
mm and 450 mm internal and external dia respectively
at bottom and 9.10 m over all length bottom 1.25 m.
below ground level fixed in a pit 90 x 90 x 150 cm. with
cement concrete 1:4:8 (1 cement : 4 coarse sand : 8
graded stone agg. 40 mm Nominal Size) 25cm. in bed
and 20 cm.
alround with top 15 cm. in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone agg. 20 mm Nominal Size) junction of vent shaft
Rate
Amount
(in Rs.)
(in Rs.)
116
S.No.
Description of Item
and concrete grouted with cement mortar 1:1 (1
Qty.
14 Nos.
Unit
Rate
Amount
(in Rs.)
(in Rs.)
Each
cement : 1 fine sand) including making connection with
sewer manhole with 150 mm dia R.C.C. pipe NP-3
class of required length upto 3.0 metre complete as
per standard design.
AE (P)
EE (P) II
SE (P) III
CE / NZ / DDA