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NETARHAT RESIDENTIAL SCHOOL
DISCRIPTION OF CIVIL WORK FOR CONSTRUCTION OF GUARD ROOM AT NETARHAT RESIDENTIAL SCHOOL NETARHAT AT NETARHAT
(PLEASE FILL THE RATE & SUBMIT WITH QUOTATION)
ANNEXURE – 1 (Financial Bid)
Sl. No. DESCRIPTION NOS. LENGTH WIDTH HEIGHT/DEPTH
TOTAL
QTY UNIT RATE AMOUNT
1/5.1.1
E/W in excavation in
foundation trenches in
ordinary soil (Vide
classification of soil
item A) and disposal of
excavated earth as
obtained to a distance
up to 50M including all
lifts leveling ramming
the foundation
trenches removing
roots of trees shrubs
all complete as per
specification and
direction of E/I.
Column 4 3.00 3.00 3.50 126.00 cft
Wall 2 8.83 3.00 3.50 3.57 cft
2 6.83 3.00 3.50 71.72 cft
201.28 cft
5.70 M3
2/5.1.2
Extra for E/W in hard
soil as per specification
and direction of E/I
(Vide classification of
soil item B)
Qty item no. 1 5.70 M3
3/5.1.10
Providing coarse clean
sand in filling in
foundation trenches or
in plinth including
ramming and watering
in layers not exceeding
150mm thick with all
leads and lifts
including cost of all
materials labour
royalty and taxes all
complete as per
building specifiation
and direction of E/I
(Mode of
measurement
connected volume)
Column 4 3.00 3.00 0.50 18.00 cft
Wall 2 8.83 3.00 0.50 26.49 cft
2 6.83 3.00 0.50 20.49 cft
64.98 M3
4/5.6.3
Providing designation
75B one brick flat
soling joints filled with
local sand including
cost of watering taxes
royalty all complete as
per building
specification and
direction of E/I.
Column 4 3.00 3.00 36.00 sft
Wall 2 8.83 3.00 52.98 sft
2 6.63 3.00 39.78 sft
128.76 sft
3.65 M2
5/5.3.2.1.
Providing P.C.C.M-200
in nominal mix of
(1:1.5:3) in foundation
with approved quality
of stone chips 20mm
to 6mm size graded
and clean coarse sand
of F.M. 2.5 to 3
including screening.
Shuttering, mixing
cement concrete in
mixer and placing in
position vibrating
striking curing taxes
and royalty all comlete
as per building
specification and
direction E/I.
Column 4 3.00 3.00 0.25 9.00 cft
Wall 2 8.83 3.00 0.25 13.25 cft
2 6.83 3.00 0.25 10.25 cft
Room 1 8.00 6.00 0.25 32.49 cft
0.92 M3
6/5.3.14
Providing R.C.C.M. -
200 with nominal mix
of (1:1.5:3) in columns
with approved quality
or stone chips 20mm
to 6mm size graded
and clean coarse sand
of F.M. 2.5 to 3
including screening
shuttering mixing
cement concrete in
mixer and placing in
position vibrating
striking curing (but
excluding the cost of
reinforcement taxes
and royalty all
complete as per
building specification
and direction of E/I.
6 0.83 0.83 8.00 33.07 cft
0.94 M3
7/5.2.6
Providing desination
75B B/W in C.M. (1:6)
in foundation and
plinth with approved
qality of clean course
sand of FM 2 to 2.5
including providing 10
mm thick mortar joints
cost of screening
materials raking out
joints to 15mm depth
curing taxes and
royalty all complete as
per building
specification and
direction E/I.
1 31.32 1.25 1.50 58.73 cft
1 31.32 0.83 1.00 26.00 cft
84.72 cft
2.40 M3
8/5.3.6.1
Providing R.C.c.M. -
200 in bnd at plinth
level with approved
quality of stone chips
20mm to 6mm size
graded and clean
coarse sand of F.M. 2.5
to 3 including
screening shuttering
mixing cement
concrete in mixer and
placing in position
vibrating striking
curing (but excluding
the cost of
reinforcement taxes
and royalty all
complete as per
building specification
and direction E/I.
1 31.32 0.83 0.50 13.00 cft
0.37 M3
9/5.2.14
Providing designation
75B B/W in C.M. (1:6)
in superstructure with
approved quality of
clean coarse sand of
F.M. 2 to 2.5 including
providing 10mm thick
mortar joints cost of
screening materials
raking out joints to
15mm depth curing all
complete as per
building construction
and direction E/I.
1 31.32 0.83 9.00 233.96
1 7.00 4.00 0.83 23.24
2 4.00 4.00 0.83 26.56
4 4.00 2.00 1.00 32.00
1 31.32 0.83 0.50 13.00
4 0.83 0.83 9.00 24.80
114.36
3.24
M3
10/5.3.8.1
Providing R.C.C.M. -
200 with nominal mix
of (1:1.5:3) in intel
with approved quality
of stone chips 20mm
to 6mm size graded
and clean coarse sand
of F.M. 2.5 to 3
including screening
shuttering, mixing
cement concrete in
mixer and placing in
position vibrating
striking curing (but
excluding the cost of
reinforcement) taxes
and royalty all
complete as per
building specification
and direction E/I.
1 31.32 0.83 0.50 13.00 cft
0.37 M3
11/5.3.9.1
Providing R.C.C.M. -
200 with nominal mix
of (1:1.5:3) in roof slab
with approved quality
of stone chips 20 mm
to 6mm size graded
and clean coarse sand
of F.M. 2.5 to 3
including screening
shuttering mixing
cement concrete in
mixer and placing in
position vibrating
striking curing (but not
exceeding the cost of
reinforcement) taxes
and royalty all
complete as per
building specification
and direction E/I.
1 9.50 7.50 0.42 29.93 cft
1 8.00 6.00 0.25 12.00 cft
41.93 cft
0.85 M3
12/5.5.12
S/F/F M.S. grill made
of 20X6mm M.S. flat as
per approved design
and drawing properly
fabricated with joints
continuous filled
welded and finished
smooth carriage of grill
to work site hosting as
per building
specification and
direction of E/I.
2 4.00 4.00 32.00 sft
4 4.00 2.00 32.00 sft
64.00 sft
160.00 kg
13/21.1
Providing and fixing
aluminium work for
doors windows,
ventilators and
partition with
extruded built up
standard tubular
section/appropriate Z
section and other
sections of approved
make up forming to IS
733 and Is 1285 fixed
with rawl plugs and
screws or with fixing
clips or with expansion
hold fasteners
including necessary
filling up of gaps at
junctions at top
bottom and side with
required PVC
neoprene felt etc.
Aluminium sections
shall be smooth rust
free straight mirred
and jointed
machenically
whereever required.
21.1.1 For fixed position
Anodised aluminium
)anodized transparent
or dyed to required
shade according to IS
1868 Minimum anodic
coating of grade AC
15) kg 348.50
W 2 4.00 4.00 32.00 SFT
V 4 4.00 2.00 32.00 SFT
64.00 SFT
371.20 kg
14/21.3
Providing and fixing
glazing in aluminium
door, window,
ventilator shutters and
partitions etc. with
PVC/neoprene gasket
etc complete as per
the architectural
drawing and the
direction of E/I (Cost of
Aluminium snap
breading shall be paid
in basic item.
21.3.2 With flat glass panes of
5.50 mm thickness
Qty item no 13 64.00 sft
5.95 M2
5.5 Steel Work
Band at Plinth Level 13.00 2.0 kg/cft 26.00 ko
Column 33.07 2.5 kg/cft 82.67 ko
Band at plinth level 13.00 2 kg / cft 26.00 ko
Roof Slab 47.63 2.5 kg/cft 119.07 ko
253.74 ko
0.25 MT
15/5.5.4
Providing Tor steel
reinforcement 8mm
dia rods as per
approved design and
drawing excluding
carriage of MS bars to
work site cutting
bending and binding
with annealed wire
with cost of wire
removal of rust placing
the rods in position all
complete as per
building specification
and direction E/I. (TMT
coil Fe 500)
5.5.4+5.5.5
Providing Tor steel
reinforcement rods as
per approved design
and drawing excluding
carriage of M.S. bars to
work site cutting
bending and binding
with annealed wire
with cost of wire
removal of rust placing
the rods in position all
complete as per
building specification
and direction of E/I.
a) 10 mm (TMT coil Fe
500) + (b) 12mm TMT
COIL Fe 500 0.253 MT
16/5.7.3
Providing 12mm thick
cement plaster (1:6)
with clean coarse sand
of F.M. 1.5 including
screening curing with
all leads and lifts of
water scaffolding taxes
and royalty all
complete as per
building specification
and direction of E/I.
outer plaster 2 14.00 10.00 280.00 sft a
inner plaster 2 14.00 10.00 280.00 sft b
Total 546.00 sft
Deduction for opnin
D 1 7.00 4.00 28.00 sft
W 2 4.00 5.00 40.00 sft
V 2 4.00 4.00 32.00 sft
100.00 sft
446.00 M2
Providing 6mm thick
cement plaster (1:4) in
celling with clean
coarse sand of FM 1.5
including screening
curing with all leads
and lifts of water
scaffolding taxes and
royalty all complete as
per building
specification and
direction of E/I.
1 8.00 6.00 48.00 sft
4.46 M2
18/5.8.32
Providing two coats of
oil bound distemper of
approved shade and
make over a coat of
cement primer over
new surface including
preparing the
plastered surface by
rubbing smooth with
pumice stone of fine
sand paper applying
putty wherever
required scaffolding
washing of floors and
taxes all complete as
per building
specification and
direction of E/I.
Qty v item no 16 (b) 266.00 sft
less qty item no. 16 100.00 sft
166.00 sft
15.43 M2
19/5.8.45
Providing two coat of
synthetic enamel paint
of approved shade and
make over steel
surface including
cleanning the surface
thoroughly scaffolding
and taxes all complete
as per building
specification and
direction of E/I.
qty v iteno - 5 64.00 sft
5.95 M2
20/5.4.38
S/F/F 35mm thick solid
core type
non0decorative single
leaf flush shutters in
doors and windows
with block board core
blended with high
quality phenol
formaldehyde
synthetic resin both
side commercial
veneered of standard
make with oxidized
iron fitting such as
hinges sliding door
bolts tower bolts
bandles cleats sand
blocks and taxes all
complete as per
building specification
and direction E/I.
D 1 7.00 4.00 28.00 sft
2.60 M2
Providing two coats of
synthetic enamel paint
of approved shade and
make over old wooden
surface including
cleaning the surface
after removing dirt
including scales
smokes grease and
sand papering
including cost of
scaffolding and taxes
all complete as per
building specification
and direction of E/I.
qty v item no. 22 28.00 sft
2.60 M2
22/13.26
Providing and applying
plaster of paris putty
of 2mm thickness over
plastered surface to
prepare the surface
even and smooth
complete job as per
direction of E/I.
446.00 M2
23/13.46
Finishing walls with
Acrylic Smooth
exterior paint of
required shade.
13.46.1
New work (Two or
more coat applied @
1.67 ltr/10 sqm over
and including priming
coat of exterior primer
applied @ 2.20 kg/10
sqm)
280.00 sft
100.00 sft
180.00 sft
16.73 M2
24/5.8.45
Providing two coat of
synthetic enamel paint
of approved shade and
make over steel
surface including
cleaning the surface
thoroughly scaffoldind
and taxes all complete
as per building
specification and
direction of E/I.
qty v item no 12 64.00 sft
5.95 M2
25/11.41
Providing and laying
vitrified floor tiles in
different sizes
(thickness to be
specified by the
manufacturer) with
water absorption's less
than 0.08 % and
conforming to IS
15622 of approved
make in all colours and
shade laid on 20 mm
thick cement mortrar
1:4 (1 Cement 4
Coarse Sand) including
grouting the joints
with white cement and
matching pigment etc.
complete.
11.41.2 Size of Tile 600 X 600
mm
1 8.00 6.00 48.00 sft
4.46 M2
26/11.47
Providing and laying
vitrified tiles in
different sizes
(thickness to be
specified by the
manufacturer). With
water absorption less
than 0.08% and
conforming to IS
15622 of approved
brand & manufacturer
in all colours and
shade in skirting riser
of steps laid with
cement based high
polymer modified
quick set tile adhesive
(water based)
conforming to IS
15477, in average 6
mm thickness
including grouting of
joints )Payment for
grouting joints to be
made)
27/47.2 Size of Tile 600 X 600
mm
1 14.00 0.50 7.00 sft
0.65 M2
Carriage cost of
materials - all
complete as per
direction E/I.
SAND av. LEAD 30 KM 162.21 M2
Stone chips lead 37 km 3.14 M2
Bricks (1k + 29P) 113218.00 %
Date Vender Seal & Signature