REHABILITATION WORK FOR NABARD STAFF QUARTERS, BAZULLAH ROAD AT T.NAGAR,
CHENNAI - 600 017.
CIVIL WORKS BOQ
BLOCK - A,B&C
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SCAFFOLDING: All the areas which are under consideration for the
repair & rehabilitation are to be provided with double scaffolding
independent of the work having two sets of vertical supports. The
supports shall be sound and strong, tied together with horizontal
pipes over which scaffolding planks shall be fixed. Supply and fixing
of scaffolding with bracing including cost of all material, all labour
Sqm
charges etc., complete to the entire height of the building. The pipes
are of C class 40mm dia with required working platform of 40mm
thick wooden planks of width not less than 300mm, with hand rails
for the safety measures. (Same Scaffolding to be used for
Rehabilitation, Renovation, Electrical, Plumbing and Painting
works)
1290 1290 1290
3870
Description of Work
1 SCAFFOLDING
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2 SUNSHADE
a DISMANTLING
DISMANTLING :-Mark the outer perimeter of the balcony area
which are to be demolished. Provide required safety arrangements
like barricading the area right below with isolated tape. Break the
concrete using an electrically operated chipping machine without
creating much of sound and vibration to the nearby areas. The
Cum
chipping should be done to the edge of the cantilever beam also.
Placing the handrails in position with required arrangements like
welding, etc..Stacking of steel bars if any and disposal of
unserviceable material woutside the premises to a distance as per the
instructions of the Engineer in Charge.
b ANCHORING
ANCHORING :Mark the position of holes to be drilled for
anchoring the rebar into the lintel beam/beam. Drill 12mm dia holes
in the marked places using rotary hammer drilling machine of
reputed make to a depth of 100mm into the lintel beam/beam. Clean
the holes neatly and wash the same with jet of water. Allow it to dry
and make sure that no fine dust particles are present in the holes.
Mix the base and hardener of the polyester resin using a spatula and
push the same in to the holes with a proper tool so that the bottom
most point of the hole receives the material. The filling is to be done
for a minimum portion of 1/3rd of the hole depth. Now insert the
rebar which need to be anchored for the provision of new sunshade,
gently and finish the surface of the around the rebar area, using the
same material which comes out of the hole excessively.
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No.
3
3
3
9
650
650
650
1950
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Description of Work
Unit
o.
A
k-B k-C
c ANTICORROSIVE COATING
ANTICORROSIVE COATING :Clean the rebars using the rust
remover if there exists any rust, otherwise clean the rebar free of
foreign material. Mix the base and hardener of the zinc rich epoxy
Kg
12
12
12
resin mechanically using a slow speed heavy duty drilling machine
fitted with mixing paddle. Apply the mixed materials to the cleaned
rebar and allow it to dry complete.
d PROVISION OF REINFORCEMENT
PROVISION OF REINFORCEMENT : Providing, fabricating,
placing and tying the new reinforcement for the sunshades as per the
Kg
450 450 450
standard specification including the cost of binding wire, cost of
RTS/MS bars, etc.. - complete.
e APPLICATION OF EPOXY JOINTING COMPOUND
APPLICATION OF EPOXY JOINTING COMPOUND : Mix the
base and hardener of the epoxy jointing compound using a slow
speed heavy duty drilling machine fitted with mixing paddle and
apply the same to the prepared lintel beam/beam surface. Make sure Sqm
10
10
10
that the concreting is done within 3 hours and the application should
be done in such a way that the allowance for concreting be kept in
mind.
3 of 47
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36
1350
30
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f PROVISION OF GALVANIC ANODES
Unit
PROVISION OF GALVANIC ANODES : Prior to installation of the
Galvashield XP units, check the continuity of the steel
reinforcement. Any loss of continuity will require additional
electrical connections or restoration of continuity by effective
means. Select a location for the Galvashield XP as close as practical
to the edge of the dismantled location of the repair zone. Galvashield
XP units should be positioned around/along the repair boundary. In
addition to standard substrate preparation, the Galvashield XP
anode(s) shall be thoroughly pre-soaked in clean water for a
minimum of 4 hours and a maximum of 6 hours, prior to the
application of the repair mortar. Tighten tie wires using Galvashield
Fixing Tool so that no free movement is possible, thus ensuring good
electrical continuity. To test electrical continuity between tie wires
and reinforcement bar a continuity meter should be used.
No.
g FORM WORK
FORM WORK : Centering and shuttering including strutting,
propping , etc.. As per the required line and length at all different Sqm
floor levels as per the standard specification-complete.
4 of 47
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45
45
45
135
65
65
65
195
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h CONCRETING
Description of Work
Unit
CONCRETING :-Centering and shuttering including strutting,
propping , etc.. Providing, laying concrete of M20 Grade including
cost of cement, aggregate,etc..but excluding the cost of centering,
shuttering and finishing and reinforcement but including the concrete
admixture conforming to IS:9103 to improve workability without
affecting the strength and durability as directed by the engineer-inCum
charge.(The cement used shall be ordinary Portland cement
confirming to IS 12269 (1987) - OPC 53, Grade & BIS IS 8112
(2013) - OPC 43 Grade of approved quality and brand Using before
to produce the test certificate. If the brands are changed again has to
produce the test certificates for the new brands).
i
CURING
CURING : Provide temporary band along the outer edge of the
sunshade so as stagnate water on the sunshade atleast for a minimum
period of 10 days from the time of casting of concrete as for as the
horizontal surface is concerned. With respect to the vertical fins
which acts as part of the sunshade for the purpose of elevation, soon Sqm
after the formwork is removed, apply the water on the surface of the
concrete to keep the surface moist. Mix the acrylic based compound
with water in the ratio of 1:1 and apply the same to the entire
concrete surface-complete.
5 of 47
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3
3
3
9
50
50
50
150
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Description of Work
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A
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j PLASTERING
PLASTRING: Hack the surface of the RCC member area of the
sunshade and provide the mechanical bond for the plaster. Provide
cement sand mortar 1:3 added with waterproofing admixture,
normally at the rate of not more than 150ml per bag of cement.
Plaster the surface using the prepared mortar to the required line and
Sqm
70
70
70
length, followed by curing the surface. Curing shall be started as
soon as the plaster has hardened sufficiently.The plaster shall be
kept wet for a period of at least 7 days. During this period, it shall be
suitably protected from all damages at the contractor’s expense by
such means as the Engineer-in-Charge may approve.
3 POLYMER MODIFED MORTAR
POLYMER MODIFED MORTAR : Chip off the corrosion damaged
areas on the beam/column/sunshade or any other structural members.
Clean reinforcement and make sure that there are no traces of rust on
the surface of existing rebars. Check for the depth of carbonation
using the phenophthaline indicator and make sure that the
contaminated concrete is removed completely. Wet the surface with
potable water and make sure that the surface is kept moist so that the
water cement ratio in the polymer modified mortar is maintained. Sqm
15
15
15
Prepare the acrylic based jointing compound by mixing the acrylic
with water and cement in the ratio of 1:3:1 and apply the same to the
prepared surface as primer. Prepare cement sand mortar 1:3 added
with the polymer at the rate of 2 litres per bag of cement and apply
the same to the primed surface followed by a smooth finish. Soon
after the finishing is over, apply the curing compound as stated in the
item number 2 - i
6 of 47
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210
45
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4 MICRO CONCRETING
a SURFACE PREPARATION
Unit
Chip off the corrosion damaged areas on the beam/column/sunshade
or any other structural members. Clean reinforcement and make that
there is no traces of rust on the surface existing rebars. Checl for the
depth of carbonation using he phenopthaline indicator and ake sure
Sqm
that the contaminated concrete is removed completly. Make sure that
the chipping is ddoen till the rear side of the rebar so that the
corrosion patches and also the application of the anti
corrosiveocating can be done properly.
Block- Bloc Bloc
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40
40
40
120
375
375
375
1125
b SHEAR CONNECTORS
SHEAR CONNECTORS : Drilling 12mm dia holes up to a depth of
75mm maximum and fixing 8mm dia L shaped anchor rods as shear
connectors at every 300mm c/c on the surfaces of the columns/beams
or any other structural member as the case may be. Clean the same
using water and make sure that there are no fine particles present in
the hole. Mix the base and hardener of the polyester resin with the
No.
spatula thoroughly. Fill the drilled and cleaned holes to a minimum
depth of 1/3rd of the hole with the prepared polyester resin. Make
sure that the resin has reached till the end of the hole. At this stage
push the shear connector gently in to the hole and finish the excess
resin which comes out of the hole and allow the shear connectors not
to be disturbed for minimum 20 minutes - complete.
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A
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c ADDITIONAL REINFORCEMENT
ADDITIONAL REINFORCEMENT : Check the diameter of the
existing rebars and if the diameter is less than 50% of the original
diameter, provide additional reinforcement. Cut 12mm dia bars as
main reinforcement to the required length with proper development
length. Tie them to the prefixed shear connectors so that the
Kg
500 500 500
additional rebar acts monolithically with the existing ones and core
concrete. In the case of the shear reinforcement also, if the diameter
of the rebars are reduced, provide 8mm dia stirrups in the form of 2
"U" shaped bars. Tie them properly so that it has a tight contact with
the main bars.
d ANTICORROSIVE COATING
ANTICORROSIVE COATING :- Clean the rebars using the rust
remover if there exists any rust, otherwise clean the rebar free of
foreign material. Mix the base and hardener of the zinc rich epoxy
Kg
20
20
20
resin mechanically using a slow speed heavy duty drilling machine
fitted with mixing paddle. Apply the mixed materials to the cleaned
rebar and allow it to dry complete.
e APPLICATION OF EPOXY JOINTING COMPOUND
APPLICATION OF EPOXY JOINTING COMPOUND: Mix the
base and hardener of the epoxy jointing compound using a slow
speed heavy duty drilling machine fitted with mixing paddle and
apply the same to the prepared lintel beam/beam surface. Make sure Sqm
35
35
35
that the concreting is done within 3 hours and the application should
be done in such a way that the allowance for concreting be kept in
mind.
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1500
60
105
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Description of Work
Unit
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A
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f PROVISION OF GALVANIC ANODES
PROVISION OF GALVANIC ANODES : Prior to installation of the
XP units, check the continuity of the steel reinforcement. Any loss of
continuity will require additional electrical connections or
restoration of continuity by effective means. Select a location for
the Galvashield XP as close as practical to the edge of the broken
area of the repair zone. Galvashield XP units should be positioned
around/along the repair boundary. In addition to standard substrate
No.
50
50
50
preparation, the Galvashield XP anode(s) shall be thoroughly presoaked in clean water for a minimum of 4 hours and a maximum of 6
hours, prior to the application of the repair mortar. Tighten tie wires
using Galvashield Fixing Tool so that no free movement is possible,
thus ensuring good electrical continuity. To test electrical continuity
between tie wires and reinforcement bar a continuity meter should be
used.
g FORM WORK
FORM WORK : Supply of slurry tight form work which should not
deform and leak due to pressure of micro concrete. Provision should
be made for a suitable feed hopper for pouring concrete. The form
Sqm
work should be coated with the mould release agent prior to final
fixing in position. Proper supporting arrangements to be made for
keeping the shutter in correct line and length - complete.
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40
40
40
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150
120
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Description of Work
Unit
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A
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h MICRO CONCRETING
MICRO CONCRETING :-Stock sufficient quantity of micro
concrete and 12mm down graded chips on site to enable the
completion of the pouring in a continuous operation. An approved
concrete mixer or a slow speed heavy duty drilling machine fitted
with mixing paddle shall be used. Mix the micro concrete and the
12mm down grade chips in the ratio of 1: 0.5 by weight with
Sqm. 40
40
40
required quantity of water and place the same to the prefixed
formwork well before the epoxy jointing compound dries up.
Remove the formwork after 24 hours in the case of columns and
after a period of 72 hours in the case of slab and beam and check for
any surface defects and if so apply te polymer modified mortar complete.
i CURING
CURING :-Soon after the formwork is removed, apply the water on
the surface of the concrete to keep it moist. Mix the acrylic based
Sqm
40
40
40
compound with water in the ratio of 1:1 and apply the same to the
entire concrete surface-complete.
j CORE CUTTING
CORE CUTTING :-Mark the core holes along the beam to facilitate
for the pouring of micro concrete. The core cutting need to be done
with an electrically operated core drilling machine fitted with
diamond tool of dia not less than 72mm and to the entire depth of the
slab portion. Care to be taken to minimize the cutting of the rebar as
reinforcements are expected at the negative bending moment zone.
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25
25
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120
120
75
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k PLASTERING
Description of Work
Unit
PLASTRING :-Hack the surface of the RCC member area of the
beam/columns, etc..to provide the mechanical bond for the plaster.
Provide cement sand mortar 1:3 added with waterproofing
admixture, normally at the rate of not more than 150ml per bag of
cement. Plaster the surface using the prepared mortar to the required
Sqm.
line and length, followed by curing the surface. Curing shall be
started as soon as the plaster has hardened sufficiently.The plaster
shall be kept wet for a period of at least 7 days. During this period, it
shall be suitably protected from all damages at the contractor’s
expense by such means as the Engineer-in-Charge may approve.
5 TOILET SUNKEN AREA :WATERPROOFING TO THE SUNKENPORTION
a SURFACE PREPARATION
SURFACE PREPARATION :- Dismantling existing toilet including
flushing cistern,wash basin etc including all fixtures &fittings, tiles
& brick jelly concrete all complete including stacking of useful
materials near the site and disposal of unserviceable materials
Cum
outside the premises to a distance as per the instructions of the
Engineer in charge.(It is measured in Cum only.Whatever the debris
removed form that sunkens is calculated top the floor tiles to the
sunken slab top).
11 of 47
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45
45
45
135
20
23
23
66
Rate
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Description of Work
Unit
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A
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b WATERPROOFING
WATERPROOFING :-All the surfaces which are to receive the
waterproofing coating like Brushbond, must be free from dirt or any
other form of foreign matter which might affect adhesion. Acid wash
and water wash the surface and allow it to surface dry condition.
Mix the part A and part B of the polymer modified cementitous
coating mechanically using an electrical operated heavy drilling
machine fitted with mix paddle. Apply the same in two coats over
the prepared surface one after the other dries up with a minimum
interval of 4 hours between the coats. Providing pressure grouting in
all the vertical and horizontal joint including the suspected areas.19 Sqm 160 180 180
mm dia holes in the slab at 1.0 m c/c to a depth of about 75 mm
and provide PVC nipples using rapid setting cement to serve as
nozzles for grouting. Prepare cement slurry with shrinkage
compensating additive
(Cebex 100 manufactured by M/s Fosroc Chemicals or equivalent)
for grouting the same Inject the same using a positive displacement
hand operated pressure grouting pump until the nipple refuses the
grout. Cut the nipple and finish the same. Stagnate the water for a
minimum period of 3 days.
c PROTECTIVE PLASTER
PROTECTIVE PLASTER :-Providing cement sand mortar 1 :4 and
apply the same to an average thickness of 12 mm cement finished
with a floating coat of neat cement mix with water proofing Sqm 160 180 180
compound of approved quality in proportion recommended by the
manufacturer.
12 of 47
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520
520
Rate
Total Amount in
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Description of Work
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d REDOING THE BRICKJELLY CONCRETE
Unit
REDOING THE BRICKJELLY CONCRETE: Toilet Sunken Brick
Jelly concrete with the ratio of 1:3:6 (1 part cement,3 part and 6 part
brick jelly.) in Toilet, Balcony and service area sunken with
necessary compaction, curing etc., complete with standard
specifications and as directed by Departmental Officers.
waterproofing liquid (Conplast X421 IC manufactured by M/s Cum
Fosroc Chemicals or equivalent) at the rate of 125 ml per bag of
cement to the required line and levels. Care to be taken to allow
sufficient time for the water to evaporate from the insulating system
before laying the Anti skid Ceramic tiles with the cement mortar as
per the standards.
Block- Bloc Bloc
A
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Total
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23
23
23
69
74
358
90
438
90
438
254
1234
e RELAYING OF TILES
RELAYING OF TILES :Providing and fixing 1st quality ceramic
glazed tiles conforming to IS : 13753 of minimum thickness 5mm of
approved make in all colours ,shades except burgundy, bottle green,
black of any size as approved by Engineer-In-Charge in skirting,
risers of steps and dados over 12mm thick bed of cement mortar 1:3
( 1 cement : 3coarse sand) and jointing with grey cement slurry 3.3
kg per sqM including pointing in white cement mixed with pigment
of matching shade complete. Size upto 300x300mm
(i) Flooring size - 300x300mm Basic Rate: Rs.50.00
(ii) Dadoing Tile size - 300x600mm Basic Rate: Rs.50.00
Sqm.
Sqm.
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6 ROOF WATERPROOFING
a DISMATELING THE WEATHERING COURSE
Unit
DISMATELING THE WEATHERING COURSE :- Dismantling
existing pressed clay tiles & brick jelly concrete all complete
including disposal of the debris after bringing the same to the ground
Cum
level to a location outside the premises as per the intructiuons of the
Engineer in charge. Make sure that there is no traces of the brick
jelly concrete and expose the parent concrete complete.
Block- Bloc Bloc
A
k-B k-C
Total
Qty
40
40
40
120
475
475
475
1425
475
475
475
1425
b WATERPROOFING
All the surfaces which are to receive the waterproofing coating like
Brushbond, must be free from dirt or any other form of foreign
matter which might affect adhesion. Acid wash and water wash the
surface and allow it to surface dry condition. Mix the part A and part
B of the polymer modified cementitous coating mechanically using
Sqm
an electrical operated drilling machine fitted with mix paddle. Apply
the same in two coats over the prepared surface one after the other
dries up with a minimum interval of 4 hours between the coats.
Providing pressure grouting in all the vertical and horizontal joint
including the suspected areas.
c
PROTECTIVE PLASTER
PROTECTIVE PLASTER :Providing cement sand mortar 1:4 and
apply the same to an average thickness of 12 mm cement finished
with a floating coat of neat cement of mix with water proofing Sqm
compound of approved quality in proportion recommended by the
manufacturer.
14 of 47
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Description of Work
Unit
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A
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d REDOING THE WEATHRING COURSE
REDOING THE BRICKJELLY CONCRETE: Weathering courseusing broken brick jelly 20 mm gauge in pure slacked lime (No sand
to be used) over RCC roof slab. The proportion of broken brick jelly
to slaked lime being 32:12½ cft (Brick Jelly lime concrete with the
ratio of 1:2 (1 part lime, 2 part brick jelly.) well beaten by wooden
beaters for giving required slope and thickness required etc complete
complying with standard specifications and as directed by Cum
40
40
40
Departmental Officers. waterproofing liquid (Conplast X421 IC
manufactured by M/s Fosroc Chemicals or equivalent) at the rate of
125 ml per bag of cement to the required line and levels. Care to be
taken to allow sufficient time for the water to evaporate from the
insulating system before laying the pressed clay tiles with the cement
mortar as per the standards.
e PROVIDING AND FIXING PRESSED CLAY TILES
PROVIDIN & FIXING PRESSED CLAY TILES :-Providing and
fixing 1st quality pressed clay tiles conforming to standards of
minimum thickness 18 mm of approved make by the Engineer-InCharge over 12mm thick bed of cement mortar 1:3 ( 1 cement : 3
coarse sand) and jointing with grey cement slurry @ 3.3 kg per sq M Sqm. 390 390 390
including pointing in white cement mixed with pigment of matching
shade of the pressed clay tiles complete. The tiles needs to be laid
with proper gradient so that the water drains off immediately without
any stagnation - complete
15 of 47
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120
1170
Rate
Total Amount in
Rs.
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Description of Work
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7 PROVIDING PMM FOR THE DUCT AREA
Unit
Drain the water fully and check for cracks if any. If there are cracks,
fill the same using the crack filling compound. Check the condition
of coving and if required redo the same with polymer modified
mortar. All the surfaces which are to receive the waterproofing
coating like Brushbond, must be free from dirt or any other form of
foreign matter which might affect adhesion. Acid wash and water
wash the surface and allow it to surface dry condition. Mix the part
A and part B of the polymer modified cementitous coating
mechanically using an electrical operated heavy duty drilling
machine fitted with mix paddle. Apply the same in two coats over Sqm.
the prepared surface one after the other dires up with a minimum
interval of 4 hours between the coats. Drill 19 mm dia holes in the
slab at 1.0 m c/c to a depth of about 75 mm and provide PVC
nipples using rapid setting cement to serve as nozzles for grouting.
Prepare cement slurry with shrinkage compensating additive
(Cebex 100 manufactured by M/s Fosroc Chemicals or equivalent)
for grouting the same Inject the same using a positive displacement
hand operated pressure grouting pump until the nipple refuses the
grout. Cut the nipple and finish the same.
16 of 47
Block- Bloc Bloc
A
k-B k-C
450
475
475
Total
Qty
1400
Rate
Total Amount in
Rs.
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Description of Work
o.
8 OHT WATERPROOFING
Unit
Drain the water fully and check for the cracks if any. If there are
cracks fill the same using the crack filling compound. Check the
conditiion of coving and if required re do the same with polymer
modified mortar. All the surfaces which are to receive the
waterproofing coating like Brushbond, must be free from dirt or any
other form of foreign matter which might affect adhesion. Acid wash
and water wash the surface and alow it to surface dry condition. Mix Sqm
the part A and part B of the polymer modified cementitous coating
mechanically using an electrical operated drilling machine fitted
wiith mix paddle. Apply the same two coats over the prepared
surface one after the other dires up with a minimum interval of 4
hours between the coats. Providing pressure grouting in all the
vertical and horizontal joint including the suspected areas.
BALCONY REPAIR
9 DISMATELING
a DISMANTLING :-Mark the outer perimeter of the balcony area
which are to be demolished. Provide required safety arrangements
like barricading the area right below with isolated tape. Break the
concrete using an electrically operated chipping machine without
creating much of sound and vibration to the nearby areas. The
Cum
chipping should be done to the edge of the cantilever beam also.
Placing the handrails in position with required arrangements like
welding, etc..Stacking of steel bars if any and disposal of
unserviceable material woutside the premises to a distance as per the
instructions of the Engineer in Charge.
17 of 47
Block- Bloc Bloc
A
k-B k-C
Total
Qty
85
85
85
255
8
8
8
24
Rate
Total Amount in
Rs.
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o.
Description of Work
Unit
REPAIR FOR HAND RAIL
b Remove the steel hand rails carefully and check for the corrosion if
any at the bottom most place. If so rectify the same, with either
application of anti corrosive coating or in combination of anti
Rm
corrosive coating with additional piece welding. Apply the enamel
paint to the entire metal surface which are to be buried as well as
projected as per the selection of the engineer in charge.- complete.
FORM WORK, CONCRETE & PLASTERING
c
Centering and shuttering including strutting, propping, bonding
agent etc.. Providing, laying concrete of M20 Grade including cost
of cement, aggregate, etc..and reinforcement if any to be provided
including the concrete admixture conforming to IS:9103 to improve
workability without affecting the strength and durability as directed
by the engineer-in-charge. Provide cement sand mortar 1:3 added Cum
with waterproofing admixture, normally at the rate of not more than
150ml per bag of cement. Plaster the surface using the prepared
mortar to the required line and length, followed by curing the
surface. Curing shall be started as soon as the plaster has hardened.
The plaster shall be kept wet for a period of at least 7 days.
18 of 47
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40
40
40
120
8
8
8
24
Rate
Total Amount in
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Description of Work
o.
10 CHIPPING AND REPLASTERING ON WALLS
Unit
The mortar of the patch, where the existing plaster has cracked,
crumbled or sounds hollow when gently tapped on the surface, shall
be removed. The patch shall be cut out to a square or rectangular
shape marked on the wall as directed by the Engineer-in-Charge or
his authorized representative. The edges shall be slightly under cut to
provide a neat joint. The masonry joints which become exposed after
removal of old plaster shall be raked out to a minimum depth of 10
mm in the case of brick work and 20 mm in the case of stone work.
The raking shall be carried out uniformly with a raking tool and not
with a basuli, and loose mortar dusted off. The surface shall then be
Sqm
thoroughly washed with water, and kept wet till plastering is
commenced. Mortar of 1 : 4 mix with the specified sand shall be
used, cement finished with a floating coat of neat cement of mix
with water proofing compound of approved quality in proportion
recommended by the manufacturer. The finished plastering surface
should have a smooth finish and should match with the surrounds
surface. The method of application shall be as per the standards for
single coat plaster work of the specified mix and all dismantled
mortar & rubbish etc. shall be disposed off within 24 hours after
dismantling promptly as directed by the Engineer-in-Charge.
Clean the cracks if any and remove the loose mortar if any. Wash
the bottom surface of the sunken portion and mark 300mm c/c. Drill
13mm dia holes along the marked points and provide a non return
ports Mix the base and hardener of the low viscous epoxy resin like
Conbextra EP 10 or equivalent and inject the same using an
electrically operated grouting machine until refuses the grout. Cut
the port and finish the nipple same to the required level.
19 of 47
Block- Bloc Bloc
A
k-B k-C
300
300
300
Total
Qty
900
Rate
Total Amount in
Rs.
Sl.N
Block- Bloc Bloc
Description of Work
Unit
o.
A
k-B k-C
a Drilling and fixing ports
No.
250 250 250
b Injection of low viscous epoxy resin
Lit.
30
30
30
13 FOOT RESTER IN THE DUCT AREA
a
Providing and fixing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel
bar conforming to IS: 1786 having minimum cross section as 23 mm
x 25 mm and overall minimum length 263 mm and width as 165 mm
with minimum 500 mm space between protruded legs having 2 mm No.
30
30
30
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 withstand the bend test and
chemical resistance test as per specification complete as per design.
20 of 47
Total
Qty
750
90
90
Rate
Total Amount in
Rs.
Sl.N
Block- Bloc Bloc Total
Description of Work
Unit
o.
A
k-B k-C
Qty
14 PAINTING WORKS
a Providing and applying two or more coats of premium interior
grade plastic emulsion paint of Asian Paints make or approved
Equivalent and shade as per manufacturer's specifications to the
interior surfaces of walls, ceilings, beams, columns, canopies
staircases, lobbies, etc. and finishing smoothly, including
scaffolding, etc. complete as directed by the Engineer. The internal
surfaces should be prepared by removing old painting and Neeru by
scrapping up to the plaster surface and wash the surface, levelling
the surface with the application of acrylic wall putty and applying Sq.m 4500 5000 5000 14500
one coat of cement primer (water based) /interior primer for acrylic
emulsion, removing damaged portion of plaster and replastering in
patches with CM 1:4 to match the surroundings in patches or
stretches and to match the adjacent surfaces, (area of patches of
cement plaster exceeding 0.10 Sqm for repairs will be considered
separately for payment) at all levels and floors before painting the
surfaces, and disposing of the debris, curing, scaffolding including
all materials, labour charges etc. complete as directed.
b Synthetic Enamel Paint for Wood Surfaces: Removing by
scrapping blistered paint completely and preparing the old painted
surfaces suitably as directed and providing and applying one or more
coats of first quality synthetic enamel paint of approved
manufacturer and shade to teak wood / commercial board surfaces in Sq.m
doors, windows and ventillators as per specification and finishing
smoothly including applying one coat of primer to the new or old
surfaces as required at site, including scaffolding, all materials,
labour charges etc. complete as directed.
21 of 47
585
625
625
1835
Rate
Total Amount in
Rs.
Sl.N
Block- Bloc Bloc
Description of Work
Unit
o.
A
k-B k-C
c Synthetic Enamel Paint for metal Surfaces : Removing by
scrapping old paint and cleaning with rust remover to prepare the old
painted surfaces suitably and providing & applying one or more
coats of first quality synthetic enamel paint of approved make and
Sq.m 715 768 768
shade to steel work viz. Grills (doors/ windows/ ventilators/
Balcony balustrade) as per specifications and finishing smoothly
including scaffolding, all materials, labour charges etc. complete as
directed.
d Providing and applying two coats of decorative Apex weatherproof
emulsion ( water based paint, 100% acrylic exterior wall finish)
of Asian Paints make or approved Equivalent and shade to the
external and internal surface of the building such as external wall,
balcony, sunshades, water tank, parapets, staircase area, covered
parking area, compound wall etc. after removing and cleaning old
cement paint, dirt, algae, fungus, shrubs, etc. completely, by Sq.m 1795 2100 2100
scrapping with wire brush and washing with water and repairing the
damaged patches of plaster not exceeding by 0.10 Sqm area with CM
1:4 where ever required and applying one coat of Exterior Wall
Primer for Apex exterior emulsion as per manufacturer's instructions
including scaffolding, cost of all materials, labour charges etc.
complete as directed.
22 of 47
Total
Qty
2251
5995
Rate
Total Amount in
Rs.
Sl.N
Block- Bloc Bloc
Description of Work
Unit
o.
A
k-B k-C
e All as per item 7 above for acrylic medicine chest [ Approx. Size :
13
16
16
No.
0.60m X 0.60m ]. (2' x 2')
f
Providing and polishing front side of the main entrance doors of
flats with two coats of french spirit polish of approved tint to
90
90
obtain good and smooth finish etc. complete as per specifications Sq.m 74
and as directed at site including scrapping, scaffolding cost of all
materials, labour charges etc. complete as directed.
Total
Qty
45
254
15 TILES REMOVING AND LAYING
Removal of Existing Mosaic Tiles Flooring using the cutting
machines etc., without creating much noise, dust and disturbance to
a
Sqm
the Structure as well as the neighbouring occupants, and removing
and carting away the debries to Municipal yard.
1235 1360 1360
3955
Removal of Existing Mosaic Tiles Skirting using the cutting
machines etc., without creating much noise, dust and disturbance to
b
Sqm.
the Structure as well as the neighbouring occupants, and removing
and carting away the debries to Municipal yard.
120
150
150
420
Filling the lower levels where ever required to bring to the required
c level by filling screed concrete of mix 1:2:4 using 12mm and Cum
downgraded hard granite coarse aggregate, curing etc., complete.
20
24
24
68
Providing and laying 600x600 mm Vitrified tiles (thickness to be
specified by the manufacturer), with water absorption less than
0.08% and conforming to IS: 15622, of approved brand &
d manufacturer, in all colours and shade, in flooring laid on 20mm Sqm. 1235 1360 1360
thick cement mortar 1 cement : 4 coarse sand), including grouting of
joints with white cement and matching pigments etc., complete. The
basic cost of the tiles taken as Rs. 80/Sqft.
23 of 47
3955
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
Providing and laying Vitrified tiles as that of flooring in the
Skirting (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
Sqm.
e
laid on 20mm thick cement mortar 1 cement : 4 coarse sand),
including grouting of joints with white cement and matching
pigments etc., complete. The basic cost of the tiles taken as Rs.
80/Sqft.
Fixing of 18mm thick Granite Sill slab in the Main door and in the
f
Rm.
Two bathrooms width up to 3“ matching to Door frame width.
16 STAIRCASE WORK
Dismantling the existing floor such as marble mosaic tiles, Kadappa
stone on staircase tread / risers carefully without damaging the main
structure, removing / disposing all the debris in closed bags out of
the campus to approved dumping yards, cleaning off the floors of all
Sqmt
the loose mortars / dust particles to receive new flooring granite
slabs. All works to be done to the satisfaction of bank's engineer.
The work needs to be done from ground till the terace enterance and
the rate should be uniform for all the floors.
24 of 47
Block- Bloc Bloc
A
k-B k-C
Total
Qty
120
150
150
420
36
48
48
132
200
200
200
600
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
Bringing the existing floor surface to true line & level with
application of required thick cement plaster of 1 : 4 at desired places,
supplying and fixing of approved variety and shade of best
quality machine cut & one side mirror polished granite slabs of
minimum 18 mm thick with three lines (in the entrance lobby
floor, staircase tread, riser, over baluster handrail and landing with
bedding cement mortar of 1:3 (1 cement : 3 sand) with necessary
Sqmt
b cement grouting and filling the tile joints with matching shade
cement to make the joint smooth and look like one narrow line. All
works to be done to the satisfaction of bank's engineer. The work
needs to be done from ground to terace door opening and the rate
should be uniform for all the floors.(The area of operation will
generally cover the ground floor main entrance lobby floor, staircase
tread and riser & landing portions of staircase, staircase treads
handrail etc.)
Edge / Corner moulding of granite slabs with electrically operated
machine to give required shape to the thickness & polishing the
rmt
moulded edges to mirror finish to the satisfaction of bank's engineer
c as directed.
17 KITCHEN WORKS
a
Dismantling of granite / kadappah slab, RCC platform, ceramic tiles,
plaster, over head wooden cabinet etc in the existing kitchen, staking Per
of unserviseable materials at site for taking away and disposing all kitche
the debris in closed bags out of the campus to BMC approved
n
dumping yards etc. complete as directed by the Engineer.
25 of 47
Block- Bloc Bloc
A
k-B k-C
Total
Qty
200
200
200
600
160
160
160
480
13
16
16
45
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
P/F 40mm thick cudappa stone slab with two side and one edge
(vertical edge) polished for vertical support (780mm height) for
granite kitchen platform including the cost of fixing by embeding
b
Sqm
edges of cudappa slab into walls and floor concrete upto 40mm and
filling the gap with cement mortar 1:5 as directed including cost of
all materials, labour charges, curing etc. complete.
Supplying and fixing 25mm thick unpolished cudappa stone for
horizontal support for granite kitchen platform and under count type
sink including inserting edges of slab to walls upto 40mm, and
c
Sqm
firmly resting on vertical cudappa slab support and fill the joints
with cement mortar 1:5 etc complete as directed including cost of all
materials, labour charges, curing etc. complete.
Supplying and fixing 18mm thick, one side mirror polished
machine cut “Jet Black” colour granite slab for kitchen platform
with side facie and skirting including making facing the edge bull
nose moulding with matching polishing to give high gloss finish etc
complete and sealing all the joints with epoxy resin based adhesive
including cleaning the area. The granite slab is to be fixed over
d cudappa slab with CM 1:5 with cement grout and other three edges
Sqm
of the granite slab shall be embedded 40mm into the wall. No
deduction will be made for area of granite cut for sink. The rate
quoted should include cost of all materials including nose moulding
of granite, cost for cutting hole for fixing sink, labour charges,
curing etc. Complete. The granite before procuring should be got
approved from Bank's engineer.
26 of 47
Block- Bloc Bloc
A
k-B k-C
Total
Qty
70
75
75
220
32
35
35
102
40
44
44
128
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
P/F approved quality glazed ceramic tiles of size 300mm x
600mm for wall dado above the granite platform with necessary
cement grout after applying a layer of cement mortar 1:4 of 1215mm thick mixed with water proofing compound and tile joints
shall be filled with jointing compound of matching colour mixed
with water proofing compound complete as directed including cost
of all materials, labour charges, curing etc. Complete. The surface
should be brought to proper level by plastering the areas as per
requirement before tiling work and no separate payment will be
made in this account.
The basic
price of tile – Approx. About Rs.75 per sqft inclusive of VAT at
shop Approved make: RAK/ Nitco/ Marbonite/ Johnson/ Kajaria.
Sqm
Block- Bloc Bloc
A
k-B k-C
45
e
18 JOINERY WORKS
Repairs and Replacement of Door/Window/ Ventilator Wooden
Frame of bath rooms in part wherever the wooden portion is RM
30
a damaged.
Supplying and Fixing 4mm thick pinheaded Ventilator louver Glass
wherever required after adjusting the grooves by repair as required Per No 190
b for proper fixing after removal of damaged glass.
Replacement of Window Grill in part for the damaged portion as per
c
Kg
50
the same design. Old grill to be removed and re-fixed.
d Supply and fixing of Single Panel Sintex Doors with frame
Per No
27 of 47
26
Total
Qty
50
50
145
40
40
110
225
225
640
50
50
150
32
32
90
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
e
Providing and replacing the damaged Ventilator with new Ventilator
(With new wooden members, iron rods and glass pieces), fixing it
back in position, cement touch up works, painting the wooden frame
and steel bars with adequate surface preparation, primer application,
enamel paint etc., of size 750mm x 600 mm
No
f
Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment at all floors in the
building including cost of chemical emulsion, as per the
specifications given below:-Treatment of existing masonry using
chemical emulsion (with approved chemical as prescribed by the
State Agricultures / Drugs Control Deptt. with dilution percentage as
per the manufacturer's specification ( say Chloropyriphos / Lindane
Sqm
E.C. 20% with 1% concentration) @ one litre per hole at 300mm
interval including drilling holes at 45 degree and plugging them with
cement mortar 1:2(1 cement: 2 coarse sand) to the full depth of the
hole The contractor should give guarantee for the anti-termite work
for a minimum period of 7 years. The rate quoted should be inclusive
of the cost of all materials, T & P, labour, taxes etc complete.
(Antitermite Treatement considered for every floor area only).
Block- Bloc Bloc
A
k-B k-C
13
16
16
1280 1450 1450
Total
Qty
45
4180
Earthwork Excavation in all soils and subsoils and to full depth as
may be directed except in rock requiring blasting inclusive of
shoring, strutting, bailing out water wherever necessary and
g depositing the excavated earth with a lead of 10 mtrs within the Cum
compound in places shown by the departmental officers and clearing
and levelling the site , etc. complete complying with standard
specification.
4
4
4
13
Supplying and filling in foundation and basement with River Sand in
h layers not more than 15 cm thick well watered rammed and Cum
consolidated etc. complete as per standard specification - for 1 Cum
0
0
0
1
28 of 47
Rate
Total Amount in
Rs.
Sl.N
o.
Description of Work
Unit
Block- Bloc Bloc
A
k-B k-C
Total
Qty
i
Laying PCC 1:4:8 using 40 mm / over 20 mm machine crushed stone
jelly for foundation and basement including dewatering if found
necessary and laid in layers of not more than 15 cm thick etc. Cum
complete complying with standard specification and as directed by
the department officers. Rate for 1 Cum
0
0
0
1
j
Constructing Brick Masonry Walls with Cement Mortar 1:4 in
foundation, basement and superstructure wall using second class
ground moulded chamber burnt bricks of size 9"x4 3/8" x 2 3/4" etc Cum
complete complying with standard specification and drawings and as
directed by the departmental engineers
2
2
2
6
27
27
27
82
500
30
500
56
500
56
1500
142
Brick Partition wall in Cement Mortar 1:3, 11.50 Cm thgickness
k using second class chamber burnt bricks of size 9"x4 3/8"x2 3/4" Sqm
including necessary scaffolding, curing = for 10 Sqm
l Grill work
Kg
m Hole for connecting Air conditioner with the out door unit
No
29 of 47
Rate
Total Amount in
Rs.
Sl.N
Description of Work
o.
n Removing and refixing of geyser and aquagard
o Silicon sealent around the All window ( Each Flats)
Unit
No
No
Block- Bloc Bloc
A
k-B k-C
13
16
16
66
80
80
Total
Qty
45
226
Rate
Total Amount in
Rs.
I TOTAL FOR CIVIL WORKS
Total amount
(Rupees _______________________________________________________________________________________ Only )
Place :
Date :
Address :
Signature
Name & Seal
30 of 47
ELECTRICAL WORK BOQ
BLOCK - A,B&C
S No
Description
1
Point wiring
Point wiring for light, fan, 6A switched sockets with 3R 1.5
Sqmm ( Phase, neutral and earth ) FRLS insulated multi strand
single core copper conductor wire drawn in existing concealed
PVC conduits. The work also involves supply and fixing of 6A
modular switch housed in manufacturer's GI box to be concealed
to wall. The switch boxes and points shall be located at existing
locations.
One light point controlled by one switch
Same as item no 1.1, but with 2-way control
Ceiling Fan point with concealed fan hook box and electronic
speed regulator
Same as item no 1.6, but with 2-way control
6A switched socket modular type housed in GI box to be
concelaed on wall in independent locations
Same as item no 1.5, but socket and switch fixed in light point
control switch box
Same as item no 1.1, but for controlling exhaust fan
Call bell point with modualr bell push housed in GI box to be
concealed on wall
Ceiling light point as described against iten no:1.1, but point to be
fixed on ceiling
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
No
No
244
54
292
64
292
64
828
182
No
40
49
49
138
No
33
40
40
113
No
258
315
315
888
No
155
187
187
529
No
43
49
49
141
No
13
16
16
45
No
33
36
36
105
31 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
2
2.1
3
3.1
3.2
3.3
3.4
3.5
3.6
4
4.1
4.2
4.3
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
Circuit mains
Supply and installation of 3R 2.5 Sqmm ( Phase, neutral and earth
) FRLS multi strand copper wire drawn in existing concealed
Mt 1860 2260 2260 6380
PVC conduits between DBs and switch boxes in including
terminations at both ends ( From LDB to switch boxes )
Distribution board
Following items shall be fixed in the existing 6-way TPN
distribution board (RCBO& MCB: Legrand, Indoasian,
Panasonic, Schneider & Siemens)
63A 4P RCBO, with 100ma sensitivity
10A SP MCB, 10 ka, C curve
16A SP MCB, 10 ka, C curve
20A SP MCB, 10 ka, C curve
25A SP MCB, 10 ka, C curve
Blank plates
Power wiring
Supply and installation of 3R 2.5 Sqmm ( Phase, neutral and earth
) FRLS multi strand copper wire drawn in existing concealed
PVC conduits wall and termination with copper sockets at both
ends for 16A sockets
Supply and installation of 3R 4 Sqmm ( Phase, neutral and earth )
FRLS multi strand copper wire drawn in existing concealed PVC
conduit and termination with copper sockets at both ends for 20A
sockets
No
No
No
No
No
No
13
78
40
24
36
78
16
90
60
48
48
72
16
90
60
48
48
72
45
258
160
120
132
222
Mt 1500 1800 1800 5100
Mt 2500 3600 3600 9700
Supply and installation of 16A 3-pin socket and 16A switch with
LED indicator, both housed in manufacturer's GI box to be
concealed on wall and placed at different locations for controlling No
gysers. Socket will be placed inside toilet near gyser and switch
outside toilet near the door.
26
32 of 47
32
32
90
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
4.4
Supply and installation of 16A 3-pin socket and 16A switched
with LED indicator socket housed in manufacturer's GI box to
be concealed on wall
Supply and installation of 3-pin 20A metal clad socket for split
A/C units
Supply and installation of 20A DP MCB, 10 ka housed in powder
coated MS box to be concealed on wall for controlling split A/C
units
Telephone and TV wiring
Supply and installation of 25mm dia 1.5mm thick PVC conduit to
be embedded in wall(Measurement will be taken from Tel/TV
socket to outer wall of apartment )
Supply and laying of CATE -6 pair PVC insulated telephone
cable in the above mentioned conduit ( Measurement will be
taken frompoint to entry point to the apartment )
Supply and laying of RG-11 co axial cable in the above
mentioned conduit ( Measurement will be taken from point to
entry point to the apartment )
Supply and fixing of modular type RJ-11 telephone socket housed
in GI box to be concealed on wall
Supply and fixing of modular type RG-11 TV socket housed in GI
box to be concealed on wall
Light fittings
4.5
4.6
5
5.1
5.2
5.3
5.4
5.5
6
6.1
6.2
6.3
15W LED 1600lm light fitting with tube to be fixed on wall as per
technical specifications ( Philips Master T LED/ Crompton/Bajaj
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
No
91
120
120
331
No
33
40
40
113
No
33
40
40
113
Mt
300
550
550
1400
Mt
300
500
500
1300
Mt
400
500
500
1400
No
46
56
56
158
No
46
56
56
158
No
33
40
40
113
98
120
120
338
26
32
32
90
13W LED decorative wall bracket fitting ( Philips QCZ 802/
No
Crompton/Bajaj/Osram ) as per technical specifications
2 ft 15W LED fitting 1200lm to be fixed above dressing mirror on
the wall ( Philips BN 150 LED 13S -6500 PSE OD GR/ No
Crompton/ Bajaj/ Osram )
33 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
6.4
15W LED pendent light fixture to be suspended from ceiling
No
46
56
56
158
6.5
Decorative wall fitting, water resistant for fixing in bath rooms
No
fitted with 2x4W LED candle
26
32
32
90
6.6
11W LED moduler type Light Fitting
No
33
40
40
113
No
16
10
10
36
No
6
6
6
18
No
6
6
6
18
No
19
22
22
63
No
74
90
90
254
No
13
16
16
45
6.7
Supply and installation of surface mounting 15W LED down
lighter as per technical specifications to be mounted on the
ceiling . ( PhilipsDN170C 1xDLED-6500 PSUWH/
Crompton/Bajaj )
6.8 Supply and installation of 10W LED street light fixture with
required GI pipe bracket to be fixed on outer wall of building on
all the 4 sides ( Philips BRP 022 LED 10CW MRS1 PSUGR/
Bajaj/ Crompton )
6.9 Supply and installation of 10W LED weather proof bulk head
fitting with wire guard to be fixed on parappet wall ( Philips
WT202W LED 6S CW PSU SI PC/ Crompton/ Bajaj )
6.10 Musical call bell to be fixed on wall
6.11 1200mm sweep 3-blade ceiling fan coloured brown without speed
regulator
6.12 Removing the existing exhaust fan, then cleaning and painting
the fan and frame including metal louver with spray or manually
with primer and two coats synthetic enamel paint and fixing the
fan on a teak wood frame to be newly provided of size
approximately 400mmx400mm with section 50mmx25mm
painted with primer and two coats synthetic enamel paint and a
netlon of equivalent size of the wooden frame to be embedded
between fan and the wooden frame and refix the fan, frame and
louver to the wall including replacing the connection wire and
plug pin from the fan if necessary and also including cost of all
materials and labour charges etc. complete as directed by the
Bank’s Engineer.
34 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
PVC conduits with conduit accessories
Supply and installation of 25mm dia 1.5mm thick PVC conduit to
be concealed on wall for pulling of any additonal points at the
time of excution of work
7.2 Supply and installation of 20mm dia 1.5mm thick PVC conduit to
be concealed on wall for pulling of any additonal points at the
time of excution of work
8 Removal of existing switch boxes, wiring, light fittings, ceiling
fans and exhaust fans
9 Common area item ( For 16 apartments )
9.1 Sub main wiring
Sub Mains
9.1.1 Supply and installation of 4R 10 Sqmm ( for 3 phases and neutral
)along with 2R 4 Sqmm ( for earthing ), FRLS multi strand copper
wire drawn in 2R 25mm PVC conduit 1.5mm thick to be
concealed on wall including terminations at both ends with
copper crimping type sockets (From metering panel to DB fixed
outside each apartment )
9.1.2 Supply and installation of 4R 6 Sqmm ( for 3 phases and neutral
)along with 2R 4 Sqmm ( for earthing ), FRLS multi strand copper
wire drawn in 2R 25mm PVC conduit 1.5mm thick to be
concealed on wall including terminations at both ends with
copper crimping type sockets (From metering panel to DB fixed
outside each apartment )
9.2 Metering Panel
Supply and installation of metering panel fabricated out of 16Swg
CRCA and powder coated to Siemens gray shade after
9.2.1
undergoing 7-tank process. The panel will be have one incomer
section and 7 nos of outgoing feeders
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
7
7.1
Mt 1025 1450 1450 3925
Mt
440
530
530
1500
No
13
16
16
45
Mt
75
100
100
275
Mt
75
100
100
275
35 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
The incoming chamber shall be provided with 3 nos 300A
porcelain cut out fuses and 1 no 200A neutral link
The bus bar shall be 300A TPN aluminium supported on SMC
The outgoing sections shall be provided with 7 set of 3 x100A
porcelain cut out fuses and 7 set of 1 no 60A neutral link enclosed
in one chamber followed by space for providing energy meter in
another chamber and 7 set of 1 no 63A TPN FSU
The cut out fuse chamber, meter chamber shall have sealing
arrangement. Meter chamber will have a transparent window to
No
veiw the meter.A 25x3mm copper bus shall be provided at the
bottom of the panel
Supply and installation of metering panel fabricated out of 16Swg
CRCA and powder coated to Siemens gray shade after
9.2.2
undergoing 7-tank process. The panel will be have one incomer
section and 9 nos of outgoing feeders
The incoming chamber shall be provided with 3 nos 300A
porcelain cut out fuses and 1 no 200A neutral link
The bus bar shall be 300A TPN aluminium supported on SMC
2
2
The outgoing sections shall be provided with 9 set of 3 x100A
porcelain cut out fuses and 9 set of 1 no 60A neutral link enclosed
in one chamber followed by space for providing energy meter in
another chamber and 9 set of 1 no 63A TPN FSU
The cut out fuse chamber, meter chamber shall have sealing
arrangement. Meter chamber will have a transparent window to
No
veiw the meter.A 25x3mm copper bus shall be provided at the
bottom of the panel
1
36 of 47
1
2
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
Supply and installation of metering panel fabricated out of 16Swg
CRCA and powder coated to Siemens gray shade after
9.2.3
undergoing 7-tank process. The panel will be have one incomer
section and 9 nos of outgoing feeders
The incoming chamber shall be provided with 3 nos 300A
porcelain cut out fuses and 1 no 200A neutral link
The bus bar shall be 300A TPN aluminium supported on SMC
The outgoing sections shall be provided with 9 set of 3 x100A
porcelain cut out fuses and 9 set of 1 no 60A neutral link enclosed
in one chamber followed by space for providing energy meter in
another chamber and 9 set of 1 no 63A TPN FSU
9.3
9.4
The cut out fuse chamber, meter chamber shall have sealing
arrangement. Meter chamber will have a transparent window to
No
veiw the meter.A 25x3mm copper bus shall be provided at the
bottom of the panel
Common area DB
Supply, installation, testing and commissioning of MCB
distribution board, 4-way TPN factory built double door type
distribution board completely wired with all accessories like
copper wire,neutral bar, earth bar and interconnecting PVC
copper wires and fitted with following. The same shall be
concealed to the wall.
1 no incomer with 63A 4P RCBO with 100 ma sensitivity and
breaking capacity of 10 Ka
6 nos 10A SP MCB, 10 ka ( 2 nos per phase ) as outgoing feeders
and 6 nos dummy covers (RCBO& MCB: Legrand, Indoasian, No
Panasonic, Schneider & Siemens)
Supply and installation of 10A DP MCB, 10 ka housed in powder
No
coated MS box to be fixed on wall for controlling water pumps
1
1
2
2
2
2
6
2
2
2
6
37 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
9.5
Power cable
Supply and laying of 1.1 KV grade copper conductor armoured
XLPE cable in excavated trenches, clamping through wall with GI
clamps etc
9.5.1
3C 2.5 Sqmm copper for water pump from MCB controls
End termination of power cables with SIBG glands and copper
crimping sockets
9.5.3 3C 2.5 Sqmm
10 Earthing
10.1 Supply and installation of 17.2mm dia 2 Mt long low carbon steel
earth electrode bonded with 250 micron copper with GI clamp to
be installed in a suitable bore and filled with 50 Lbs of carbon
bond envoirnment friendly back filling compound. An RCC
trough of size 300x300mm shall be provided with RCC cover for
protecting the electrode. ( 2 nos per block x 2 blocks as general
earthing )
10.2 Supply and installation of 25x3mm copper flat to interconnect
earth electrodes and to panels. The same to be either burried in
ground or camped on wall/ ceiling with suitable GI clamps. The
end terminations shall be carried out after tinning the strip for
better conductivity.
11 Supply and installation of 10-pair telephone krone block housed
in engineering plastic box with transparent hinged cover to be
fixed on wall near metering panel
SUB-TOTAL
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
Mt
30
30
30
90
No
8
8
8
24
No
4
4
4
12
No
50
50
50
150
No
4
4
4
12
II TOTAL FOR ELECTRICAL WORKS (SUPPLY + ERECTION)
38 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
13
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
BUY BACK OF ITEM AS BELOW
13.1 Switch boxes with switches, sockets etc
13.2 6A piano switch one way
No
468
591
591
1650
13.3 6A piano switch two way
No
39
48
48
135
13.4 6A socket outlet
No
143
176
176
495
13.5 16A socket and 16A switch
No
26
32
32
90
13.6 Fan speed regulator resistance type
No
52
72
72
196
13.7 40W tube light patti fitting
No
65
75
75
215
13.8 Fancy wall bracket fitting with lamp
No
104
128
128
360
13.9 Fancy pendant fitting with lamp
No
3
5
5
13
13.10 1200mm sweep ceiling fan
No
52
72
72
196
13.11 Aluminium wire 1.5, 2.5 and 4 Sqmm PVC insulated
No
1
1
1
3
13.12 Wooden boxes with hylam sheet front plates of different sizes
No
195
240
240
675
39 of 47
Supply
Rate per
Unit
Erection
Rate Per
Unit
Supply
Amount
(INR)
Erection
Amount (INR)
S No
Description
Unit
Bloc Block- Bloc Total
B
k-C Qty
k-A
Supply
Rate per
Unit
Erection
Rate Per
Unit
13.13 Open type MS meter board equipped with following
13.14 40A 4P MCB with MS housing-9 No
100A porcelain cut out fuses- 3 No
60A neutral link- 1 nos
Copper wiring for interconnections-1 Lot
12-Way TPN vertical MCB DB fitted with following 32 A TP
No
No
2
2
2
2
2
2
6
6
13.15 16A piano switch
No
2
2
2
6
SUB TOTAL
III TOTAL FOR BUY BACK OF ITEM
Total amount for Electrical works (Supply + Erection)
(Rupees _______________________________________________________________________________________ Only )
Total amount for Buy back Items
(Rupees _______________________________________________________________________________________ Only )
Place :
Date :
Address :
Signature
Name & Seal
40 of 47
Supply
Amount
(INR)
Erection
Amount (INR)
PLUMBING WORK BOQ
BLOCK - A,B&C
Unit
Bloc Block- Bloc
k-A
B
k-C
Mtrs
290
360
360 1,010.0
a
Providing and fixing testing and commissioning of PVC
pipe for internal soil, waste to IS:13592 of SWR quality,
6kg /sq.cm, including all fittings like tees, elbows, bends,
collars, coupling, etc jointing with rubber ring / solvent
cement followed by application of leak proof adhesive like
FRP paste laid in floors inside the toilets to the required
slope including making necessary bores in walls /
foundations / concrete slab as applicable, making good the
bores with CM 1:3 or cement concrete as applicable, curing
etc., complete.
110mm (6kg/sq.cm)
Mtrs
36
42
42
120.0
b
75mm (6kg/sq.cm)
Mtrs
30
30
30
90.0
c
50mm (15kg/sq.cm)
Mtrs
42
54
54
150.0
S.No
Description of Work
1
Providing & fixing of CPVC Flowguard pipe, SDR-11 as
per CTS with CPVC brass threaded fittngs for hot and
cold water supply conforming to ASTM standard
including all CPVC fittings like tees, elbows, bends,
unions, coupling, reducer tees, collars, etc. The work shall
include cutting jointing with solvent cement pressure
testing the joints / pipeline for 10 kg/sq.cm hydraulic
pressure, for 8 hours etc. making holes, including chasing
in solid block masonry walls with groove cutting machine
to required width and depth, making bores in walls,
foundations and RCC slabs, making good the walls and
bores in CC or CM 1:3 as applicable clearing the debris,
grouting of concealed pipes, MS hooks for fixing pipes and
making good the walls and floors.
a
20mm
2
41 of 47
Total
Qty
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
S.No
Description of Work
Unit
Providing and keeping in stores, shifting to the place of
installation, testing commissioning of PVC multi inlet floor
trap of self cleansing design moulded or fabricated with
water seal not less than 50 mm with or without vent, Nos.
including setting the trap in concrete as shown in drawings.
Supplying and fixing stainless steel cockroach trap with
rim, filters and floor grating. Trap with 2-/1/2" outlet.
Bloc Block- Bloc
k-A
B
k-C
Total
Qty
39
48
48
135.0
a
Providing & fixing of CPVC Flowguard pipe, SDR-13.5
as per CTS with CPVC brass threaded fittngs for cold
water supply conforming to ASTM standard including all
CPVC fittings like Bends, Tees, Elbows, Collars, junction,
inspection doors, cowls, offsets, access pipes, jointing with
rubber ring followed by application of leak proof adhesive
like FRP paste, fixed to wall with properly fabricated MS
bracket of suitable size, GI 'U' clamps with bolts, nuts and
GI washers complete, for Water supply lines laid vertically
in shafts.
50mm
Mtrs
144
145
145
434.0
b
40mm
Mtrs
30
30
30
90.0
c
32mm
Mtrs
78
75
75
228.0
d
25mm
Mtrs
60
60
60
180.0
e
20mm
Mtrs
30
25
25
80.0
3
4
42 of 47
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
S.No
Description of Work
Unit
Bloc Block- Bloc
k-A
B
k-C
Total
Qty
a
Providing ,fixing, testing and commissioning of PVC soil,
waste, vent and rain water pipe conforming to IS 13592
of SWR quality pressure rates as mentioned below,
including all fittings, like Bends, Tees, Elbows, Collars,
junction, inspection doors, cowls, offsets, access pipes,
jointing with rubber ring followed by application of leak
proof adhesive like FRP paste, fixed to wall with properly
fabricated MS bracket of suitable size, GI 'U' clamps with
bolts, nuts and GI washers complete, for soil and waste
pipe lines laid vertically in shafts.
100mm (6kg/sq.cm)
Mtrs
66
66
66
198.0
b
75mm (6kg/sq.cm)
158
162
162
482.0
II
Sanitary iteams
The work shall include cutting making of walls and floors
etc. The rates quoted shall include cost of necessary
consumables like brass screws, CP extension nipple of
approved make, dia and length, wooden plugs, white
cement, sealants etc. Only drilling machines shall be used
for making the holes in the walls for fixing, no wall jumper
and hammer will be allowed.
Providing and keeping in stores, shifting to the place of
installation, fixing, testing and commissioning of glazed
Vitreous China European water closet with concealed 'S
or P' trap, dual flush tank push button type, hush seat cover
and lid
EWC - Make: ParryWare C0297
Seat Cover - Make: ParryWare C8071
Nos.
Cistern Model - Parryware C8090
Supply Installation and keeping in stores, shifting to the
place of installation, fixing, testing and commissioning of
Indian water closet with 'S or P' trap, flush tank type,
including Civil work
Nos.
IWC - Make: ParryWare C0117
13
16
16
45.0
13
16
16
45.0
5
6
7
Mtrs
43 of 47
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
S.No
Description of Work
Unit
Bloc Block- Bloc
k-A
B
k-C
Total
Qty
8
Providing and keeping in stores, shifting to the place of
installation, fixing, testing and commissioning of
Nos.
chromium plated
Long body bib cock -Make:
ParryWare G1904A1
52
64
64
180.0
9
Shower cock (Bath ) -Make: ParryWare G3127A1
Nos.
26
32
32
90.0
13
16
16
45.0
26
32
32
90.0
Providing and keeping in stores, shifting to the place of
installation, fixing, testing and commissioning of stainless
steel sink with single bowl with drain board supported
10 by C.I./M.S. painted white brackets, C.P. cast brass bottle
trap with extension piece, rubber adaptor, wall flange,
union, C.P. brass chain rubber plug, including cutting and
making good the wall/floors wherever required.
Kitchen Sink - Make - Futura.
CP Fitting - Make - Parryware
Bottle Trap - Model - Parryware T3201A1
Nos.
Waste Coupling - Model - Parryware T9911A1
Supply Installation and keeping in stores, shifting to the
place of installation, fixing, testing and commissioning of
11 counter wash basin installed with brackets. The works
shall include cutting and making good the walls & floors
complete as required.
Wash Basin - Make : Parryware. Model ; C0414
Bottle Trap - Model - Parryware T3201A1
Nos.
Waste Coupling - Model - Parryware T9911A1
44 of 47
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
S.No
Description of Work
Unit
Bloc Block- Bloc
k-A
B
k-C
Total
Qty
Providing and keeping in stores, shifting to the place of
12 installation, fixing, testing and commissioning of
chromium plated wash basin tap without pop up.
Nos.
Pillar Cock - Parryware T1402A1
Providing and keeping in stores, shifting to the place of
installation, fixing, testing and commissioning of slimline
13 trigger operated splash health faucet complete with
flexible hose, wall mounted faucet holder, excutcheon
plate, fixing bolt.
Nos.
Health Faucet - Make - Parryware T9940A1
26
32
32
90.0
26
32
32
90.0
Nos.
13
16
16
45.0
Nos.
26
32
32
90.0
Nos.
Make - Parryware. Model - G1 434A1
Providing and keeping in stores, shifting to the place of
17 installation, fixing, testing and commissioning of
chromium plated angle valve
Nos.
Angle Cock - Model - Parryware T9909A1
13
16
16
45.0
78
96
96
270.0
Providing and keeping in stores, shifting to the place of
14 installation, fixing, testing and commissioning of
chromium plated tap for IWC
Make - Parryware. Model - G1 434A1
Providing and keeping in stores, shifting to the place of
15 installation, fixing, testing and commissioning of
chromium plated sink tap
Sink cock-Model - Parryware G1421A1
Providing and keeping in stores, shifting to the place of
16 installation, fixing, testing and commissioning of
chromium plated washing machine tap
45 of 47
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
S.No
Description of Work
Unit
Providing and keeping in stores, shifting to the place of
18 installation, fixing, testing and commissioning of
chromium plated Concealed Stopcock
Nos.
Bloc Block- Bloc
k-A
B
k-C
39
48
Total
Qty
48
Supply Rate
Per unit
Lobour Rate Supply Amount
Labour
Per Unit
(INR)
Amount (INR)
135.0
TOTAL ( INR)
TOTAL AMOUNT (SUPPLY + LABOUR) IN RS.
NOTE
Qty arrived as per schematic drawing
Quantity of sanitary fixtures like wash basins, WCs, bathtubs, showers, kitchen sinks, faucets, etc. are mentioned in this BOQ. Final selection and models to be as
per interior designer.
Toilet accessories like towel rail, soap tray, toilet paper holder, etc. not included in this BOQ as the same are considered as part of interior design / selection.
Total amount
(Rupees _______________________________________________________________________________________ Only )
Place :
Date :
Address :
Signature
Name & Seal
46 of 47
REHABILITATION WORK FOR NABARD STAFF QUARTERS, BAZULLAH ROAD AT T.NAGAR,
CHENNAI - 600 017.
SUMMARY
BLOCK - A,B&C
ABSTRACT
S. No
DESCRIPTION OF WORK
AMOUNT in Rs.
I
Civil Works
II
Electrical works
III
Electrical works( BUY BACK ITEM)
IV
Plumbing works
V
Plumbing works (BUY BACK ITEMS - Internal,
External piping, shower cock, bib cock, wash basin,
EWC, IWC etc.,) LS. (-)
A
Total Value (I+II-III+IV-V)
(-)
TOTAL VALUE (A) IN Rs.
Total Value (A) in Words Rs. ______________________________________________________________
________________________________________________________________________________ Only )
*
NOTE:
The item not covered in the Bill of quantities of this contract document shall be paid as per rate analysis
based on documentary proof with 15% towards contractor's overhead profit and all applicale taxes. The
rate analysis shall be submitted by the contractor for scrutiny and approval of the PMC/NABARD
Place :
Date :
Address :
Signature
Name & Seal
47 of 47