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Tender Value
₹42.1 Cr
EMD Value
₹42.1 L
Closing Date
15 Oct 2026, 6:00 pm
Executive Engineer, Navrangpura (R&B) Division, Ahmedabad
Construction of D-1 Category-1 (one) Tower (52 units) and C-Category-1 (one) Tower (52 units) at Sundaram Colony in L.D.C.E campus, Ahmedabad.
349298
15 of 2026-2027
Open
Civil Works - Buildings
Works
Ahmedabad
9 documents required · 9 mandatory
₹18,000
Executive Engineer, Navrangpura (R and B) Division, Ahmedabad
₹42.1 L
26 Sept 2026
26 Sept 2026
26 Sept 2026
15 Oct 2026
26 Sept 2026
Name of Work : Construction of D-1 Category-1 (One) Tower (52 units) and C-Category-1 (One)
Tower (52 units) at Sundarm Colony in L.D.C.E Campus, Ahmedabad.
Memorandum showing items works to be carried out
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
1 4761.00 Excavation for foundation upto 117.08 Rupees One Cum
1.50 mt depth including sorting Hundred
out and stacking of useful Seventeen
materials and disposing the
excavated stuff All lead
(A) Loose or soft soil
2 3039.00 Excavation for foundation 1.50 162.38 Rupees One Cum
mt to 3.00 mt depth including Hundred
sorting out and stacking of useful Sixty Two
materials and disposing the
excavated stuff All lead Only
(B) Dense or hard Soil
3 1572.00 Excavation for foundation 3.00 285.73 Rupees Two Cum
mt to 5.00 mt depth including Hundred
sorting out and stacking of useful Eighty Five
materials and disposing the
excavated stuff All lead Three Only
(C) Hard Murrum
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Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
4 6052.00 Filling available excavated Earth 130.39 Rupees One Cum
(Excluding Rock) in trench plinth Hundred
side of foundation in layer not Thirty And
excluding 20 cm in depth Paise Thirty
consolidation each deposited Nine Only
layer by ramming and watering
5 3204.00 Collecting Carting and disposing 419.92 Rupees Four Cum
of surplus earth, debris etc. with 0 Nineteen
to 5 Km lead and lift. Only
6 617.00 Filling foundation and plinth with 289.06 Rupees Two Cum
murrum or selected soil in layer of Hundred
20 cm in thickness including
ramming watering and Six Only
consolidating etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
7 1883.00 Anti-Termite System: Providing 134.33 Rupees One Sqm
and laying of permanent piping Hundred
technology anti-termite treatment Thirty Four
before flooring work by installing And Paise
LLDP (Low linear density Thirty Three
polyethylene) tube of 8 mm O.D. Only
& 6.4 mm I.D. with inbuilt pressure
compensation chip every 30 cm
interval in the tube, having
working pressure of 2 Kg/cm² and
release rate of 1.9 ltr/hour fixed by
P-clips and nails. The LLDP pipe
shall be installed at the entire
periphery of the building and at
internal network of building at a
depth of 20 to 200 mm under floor
at every 2 to 3 mtr. c/c distance
(adjusted as per building layout) &
ends of loop pass through a PVC
elbow of minimum 32 mm ID at
junction box of wall and floor level,
entering into a steel reinforced
grooved flexible pipe of minimum
22 mm ID leading into junction
8 565.00 Filling in plinth with sand 460.19 Rupees Four Cum
under floors including watering Sixty And
ramming, consolidating and
dressing etc. complete. Only
Quantities Estimated Rate Total amount
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Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
9 1313.30 Providing and laying in position 4024.57 Rupees Four Cum
Ready Mixed M-150 grade Thousand
concrete for reinforced cement Twenty Four
conctere work in Foundations & And Paise
Plinth, using cement content as Fifty Seven
per approved Design Mix Only
manufactured in fully automatic
batching plant and transported to
site of work in transit mixer for a
lead up to 10 kms having
continuous agitated mixer,
manufactured as per mix design
of specified grade for reinforced
cement concrete work including
pumping of R.M.C. from transit
mixer to site of laying, excluding
the cost of reinforcement and
including cost of centering.
shuttering, formwork finishing and
admixtures in recommended
proportions as per IS : 9103 to
accelerate/ retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of the
Engineer -In - Charge. Without Fly
Ash (Min cement level as per
latest IS 456 shall be maintained)
(Cement level 290 kg ) For All
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
10 172.00 Providing and laying in position 5114.71 Rupees Five Cum
Ready Mixed M-200 grade Thousand
concrete for reinforced cement One
conctere work using cement Hundred
content as per approved Design Fourteen
Mix manufactured in fully And Paise
automatic batching plant and Seventy One
transported to site of work in Only
transit mixer for a lead up to
kms having continuous agitated
mixer, manufactured as per mix
design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying,
excluding the cost of
reinforcement and including cost
of centering. shuttering, formwork
finishing and admixtures in
recommended proportions as per
IS: 9103 to accelerate/ retard
setting of concrete, improve
without impairing strength and
durability as per direction of the
Engineer -in - charge. Without Fly
Ash (Min cement level as per
latest IS 456 shall be maintained)
(Cement level 360 kg ). For Plinth
slab and all R.C.C. memebers at
all floor level
Quantities Estimated Rate Total amount
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Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
11 9701.00 Providing and laying in position 6679.91 Rupees Six Cum
Ready Mixed M-250 grade Thousand
concrete using cement content Six Hundred
as per approved Design Mix Seventy
manufactured in fully automatic Nine And
batching plant established on site Paise Ninety
and transported to site of work in One Only
transit mixer having continuous
agitated mixer, manufactured as
per mix design of specified grade
for reinforced cement concrete
work including pumping of R.M.C.
from transit mixer to site of laying,
excluding the cost of
reinforcement and including cost
of centering. shuttering, formwork
finishing and admixtures in
recommended proportions as per
IS : 9103 to accelerate/ retard
setting of concrete, improve
workability without impairing
durability as per direction of the
Engineer -In - Charge. Without Fly
Ash (Min cement level as per
latest IS 456 shall be maintained)
for all RCC elements like Footings
, Mass concrete, Ground/Plinth
Beam Plinth Slab, Beam, Chhajja,
Lintal, Slab, Stair, RCC Wall,
Coping etc. For All Floor
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
12 3391.00 Extra for concreting in grade 273.57 Rupees Two Cum
M350 instead of M250 including Seventy
cost of cement, labour etc.
complete. Seven Only
13 1749.00 Extra for concreting in grade 182.38 Rupees One Cum
M300 instead of M250 including Eighty Two
cost of cement, labour etc.
14 1421224.00 Providing Thermo Mechanically 82.28 Rupees Kg
Treated Bars (TMT) Fe 500D Eighty Two
reinforcement for RCC work And Paise
including bending, binding and
placing in position for All Floors
15 204.00 Brick work using common burnt 4021.02 Rupees Four Cum
clay conventional building bricks Thousand
having crushing strength not less Twenty One
than 35 Kg/sqmt. in foundation
and plinth in cement mortar 1:6 (
cement : 6 fine sand ) including
curing etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
16 3148.00 Brick work using common burnt 4541.64 Rupees Four Cum
clay conventional building bricks Thousand
having crushing strength not less Five
than 35 Kg/sq cm. in Super
structure for All floors in cement
mortar 1:6 ( 1 cement : 6 fine Sixty Four
sand ) including curing etc. Only
17 3929.00 Providing and Laying Half brick 752.93 Rupees Sqm
masonry in common brunt clay Seven
building bricks having crushing
strength not less than
Kg./Sq.cm.. In cement mortar Ninety Three
1:3 (1cement : 3 coarse sand) Only
with 2 Nos. of 6 mm. Diameter
mild steel round bars after
every three course embedded
in cement mortar in All Floors
(b) Conventional
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may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
18 1571.00 Providing and Fixing 35 mm thick 3606.26 Rupees Sqm
openable single shutter both side Three
laminated flush door with 1.0 mm Thousand
thick pattern lamination of the
standard make on both side, 'I'
shape Pull Handles 200-300 mm Twenty Six
long of 32 mm diameter of S.S. Only
grade 304 as per approved by
Engineer - in - Charge, one
number of 10 mm diameter 10"
long anticorrosive high grade AISI
304 stainless steel tower bolt in
satin finish as per approved by
Engineer in Charge, four numbers
of anticorrosive high grade AISI
304 stainless steel hinges of size
102 mm x 76 mm x 3 mm as per
approved by Engineer in Charge
and anticorrosive high grade AISI
316 stainless steel, 10mm
diameter x 250-300mm
long aldrap in satin finish including
stregthning the granite jambs &
soffit by means of anchor bolts by
drilling hole in the granite prior to
fixing door as per approved by
Engineer in Charge and one
number of cylindrical magnetic
door catch as per approved by
Engineer in charge oil painting /
polishing to sides of shutters etc.
Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
19 241.00 Providing and fixing SINGLE 6917.57 Rupees Six Sqm
SHUTTER Safety Door using 12 mm Thousand
dia SS Rods at 70mm c/c made Nine
from 35mm thick Flush Door
Shutters confirming to IS
& ISI approved manufacturer, Fifty Seven
covered with 1 mm thick Laminates Only
on both shutters of approved colour,
pattern and design by the Architect,
and 6 mm thick polished teakwood
beading on periphery fixed with
min. 4 nos. of 150 mm high SS
Hinges including 200 mm
Stainless Steel Handles, Heavy
Stainless steel Aldrop and other
SS Fixtures and locking
arrangements as per detailed
drawings / as directed and approved
by the Architect and Engineer In-
charge etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
20 400.00 Providing & fixing in position 4103.63 Rupees Four Sqm
standard extruded Aluminum Thousand
Three track (3 shutter + 1 One
Mosquito net shutter) with Hundred
Standard Extruded Colour Three And
Anodied Alluminium Section
Equivalent to Jindal Series E
(30mm) Section Numbered:
Frame -Bottom with Weep Holes -
20928, Frame Top & Side-20837
,Shutter Top & Bottom
Shutter Inter Lock -20550 ,Shutter
Side (handle) -20549 With 5mm
thick Transparent Tinted Float
Glass With EPDM Rubber
Gasket, Air Lock Stirip dd another
shutter fitted with SS wire
mosquito mesh jali in the same
Aluminium shutter section and
Finishing , Joint With Section
Sealant, With Power Coated
Standard Alluminium
Fitting.with as per window size
including all required materials
labours and equipments as per
detailed drwg. as per directed by
Architech or Engineer-in-charge
etc. complete. for All Floor.
Quantities Estimated Rate Total amount
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Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
21 649.00 Providing and fixing in position 4339.97 Rupees Four Sqm
standard extruded Aluminium Thousand
three-track sliding window (2 Three
shutters + 1 mosquito net shutter) Hundred
made of colour anodized extruded
Aluminium sections equivalent to
Jindal Series E (30 mm), Seven Only
comprising: Frame Bottom with
weep holes – Section No.
Frame Top & Side – Section No.
20837, Shutter Top & Bottom –
Section No. 20993, Shutter
Interlock – Section No.
and Shutter Side (handle) –
Section No. 20549. The shutters
shall be fitted with 5 mm thick
transparent tinted float glass fixed
with EPDM rubber gasket, and
one shutter provided with SS wire
mosquito mesh jali in the same
Aluminium shutter section. The
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may be Item of Work Unit
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more or In words
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system shall include air lock strip,
joint sealing with approved
sealant, and finishing with powder-
coated standard Aluminium
fittings, complete as per window
size and detailed drawings. The
rate shall be inclusive of all
materials, fittings, fixtures, labour,
equipment, and accessories, and
the work shall be carried out as
per directed by Architech or
Engineer-in-charge etc. complete.
22 133.00 Providing & Fixing in position 1874.56 Rupees One Sqm
standard extruded approved Thousand
colour anodised Aluminum Eight
Ventilator with outer frame (of Hundred
Jindal Section No.21458,@ Seventy
Wt0.650 kg/Rmt ) with 5mm thick
Bajari figure adgesteble tinted
louvers glass fixed to alluminium
strip blade including fixtures,
fastenning, labours and
equipments as per detailed
drawing as directed. For
Ventilators as per directed by
Architech or Engineer-in-charge
etc. complete. for All Floor
Quantities Estimated Rate Total amount
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Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
23 39755.00 Providing & fixing M. S. grills of 122.38 Rupees One Kg
required pattern to wooden or Hundred
other frames of windows etc. with Twenty Two
either M.S. flats or M.S. pipes at And Paise
required spacing & frame around,
square or round bars with round
headed bolts & nuts or by screws
as per design and including one
coat of primer and two coats of
matt finished oil painting etc
24 184.00 Providing and fixing Aluminium 2214.26 Rupees Two Sqm
composite panel cladding work Thousand
with using 3 mm thick exterior Two
composite panel and alluminium Hundred
natural anodisizing flat of 38.10 x Fourteen
25 x 1.10 mm including filling the
A.C.P. jopints by silicon sealent,
baker rod size depend upon gape
between two panel with all
material, hardware, necessary
scaffolding, acessories & fittings
etc completed as per drawings &
specifications and as directed by
the Engineer-in-charge.
Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
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25 749.00 Providing and laying machine cut 2436.12 Rupees Two Sqm
free edge machine polished Thousand
granite stone 15mm - 18mm thick Four
finished treads in length with 1cm
projecting nozing rounded
moulding in tread laid over 20 mm Twelve Only
(av.) thick of CM 1:6 on treads
jointed with grey or colour cement
slurry including rubbing and
polishing incl. making Three No.s
of grooves of size 3mm X 3mm
along the length of treads etc.
complete as per directed by
Architech or Engineer-in-charge
etc. complete. for All Floor
26 4460.00 Providing and fixing mirror 3216.85 Rupees Sqm
polished 16mm to 18 mm thick Three
Balck Granite stone with full round Thousand
edge and mirror polish of
approved quality, shade and
colour as approved by Engineer-in- Paise Eighty
Charge, in cladding on sill and Five Only
around the lift door, fixed with
mm thick cement mortar CM (1:3)
and cement slurry & approved
adhesive, including moulding and
polishing of all exposed edges, as
per directed by Architech or
Engineer-in-charge etc. complete.
Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
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27 7230.00 Providing and fixing 600 mm x 1073.13 Rupees One Sqm
600mm / 24" x 24" of 8 to 10 mm Thousand
thick Double Charged Polished Seventy
vitirified tiles as approved by
Engineer in charge in two colour
patern in light / dark shade Only
(Approx 10% Dark Colour Tiles for
pattern) flooring over 20 mm base
of cement mortar (1:6) ( 1 Cement
: 6 corse Sand ) laid over new
surface and jointed with colour
cement slury and finished with
flush pointing and cleaning the
surface etc complete as directed
by engineer in charge For
28 916.00 Providing and laying 8 to 10 mm 1141.45 Rupees One Sqm
thick Polished vitirified tiles as Thousand
approved by Engineer - in - One
charge in two colour pattern in
Light / Dark shade Skirting, Risers And Paise
of Steps, Dedo on 10mm thick Forty Five
Cement Plaster 1:3 (1 cement : 3 Only
coarse sand) and jointed with
colour cement slurry and finished
with flush pointing and cleaning
the surface etc.complete as
directed by Engineer-in-charge.
Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
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29 2074.00 Providing and laying 600 mm x 1397.83 Rupees One Sqm
600 mm x 10 mm thick full body Thousand
Glazed Vitrified tile as approved Three
by Engineer - in - Charge in one / Hundred
two colour pattern (Approx 10% Ninety
Dark Colour Tiles for pattern)
flooring over 20 mm (average)
base of cement mortar 1:6 (1
cement : 6 coarse sand) laid on
new surface and jointed with
colour cement slurry including
finishing with flush pointing &
cleaning the surface etc.
30 124.00 Providing and laying 600 mm x 1538.85 Rupees One Sqm
600 mm x 10 mm thick full body Thousand
Glazed Vitrified tile as approved
by Engineer - in - Charge in dedo,
skirting of ths same material of And Paise
flooring colour, shade & in pattern Eighty Five
as per drawing including 10mm Only
average thick base of cement
mortar 1:3 (1 cement : 3 coarse
sand) laid over and jointed with
colour cement slurry etc.
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may be Item of Work Unit
No. In Figure estimated
more or In words
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31 561.00 Provdg. & laying matt finished 917.25 Rupees Nine Sqm
Porcelain/ceramic tiles of size 300 Hundred
x 300 mm or 600 x 600 mm or any Seventeen
specified size with 3mm groove &
epoxy grouting as directed by Only
engineer in charge 6 to 8 mm th.
as approved by Engineer in
Charge In flooring, treads of steps
& landings laid on a bed of 12 mm
th. Cement mortar 1:3 (1cement :
3 coarsesand finished with flush
pointing in white cement.
32 464.00 Provdg. & laying 60 X 60 cm. 1141.45 Rupees One Sqm
hand dressed polished Blue kota Thousand
stone slab flooring over 20 mm One
(average) th. base if cement Hundred
mortar 1:6 (1 cement : 6 coarse
sand) or L.M. 1:1.5 laid over and
jointed with grey cement slurry
mixed with pigment to match the
shade of slab incl. Rubbing &
polishing, Spacer and edge
moulding of sides etc. complete.
(A) 25 mm thick.
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more or In words
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33 6800.00 Providing and laying Colour / 1441.22 Rupees One Sqm
printed / Designer digitalized Thousand
glazed ceramic tiles of size Four
600mm x 300 mm specified size Hundred
with 3mm groove & epoxy Forty One
grouting as directed by engineer
in charge 8 mm to 10mm thick as
approved by Engineer in Charge
in skirting risers of steps and dado
on 10 mm. Thick cement plaster
1:3 (1 cement : 3 coarse sand)
pointing in white cleaned jointed
with white cement slurry.
34 2842.00 Providing and fixing pre-cast 686.90 Rupees Six Sqm
inter locking concrete block Hundred
{Equivalent to Vyara as approved Eighty Six
by Architect} 60mm thick with And Paise
grade of concrete M300 Ninety Only
pnumatic compressed /
vibrated mechanically and as
per approved design Confirming
to IS 15658 : 2006 including
mm Sand layer for levelling
and filling the joint with sand in
proper line and level as per
guidlines of IRC : SP 63-2018 etc.
Quantities Estimated Rate Total amount
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may be Item of Work Unit
No. In Figure estimated
more or In words
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35 845.00 Providing and fixing pre-cast 361.64 Rupees Rmt
concrete kerb stone of gray Three
cement based concrete block Hundred
30cm length, 30cm height and Sixty One
15 cm thick of M 250 grade
concret as per approved design
and including excavation for fixing
in proper line and leve, filling the
joint with C:M 1:3 (1 Cement :
fine sand) etc complete.
36 152.00 Providing and laying cement 4052.59 Rupees Four Cum
concrete work 1:2:4 (1-Cement : 2- Thousand
Coarse sand : 4- graded stone Fifty Two
aggregates 20 mm nominal size)
and curing complete excluding
cost of formwork and
reinforcement for reinforced
concrete work for All Floors
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may be Item of Work Unit
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more or In words
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37 1147.00 Providing and laying water proofing 1047.95 Rupees One Sqm
treatment with china mosaic tiles Thousand
flooring over avg 40 mm C.C. 1:2:4 Forty Seven
{1 Cement : 2 sand : 4 Kapachi / And Paise
Grit 6 to 12 mm size} bedding for Ninety Five
maintaining slope for plain and Only
curve surface & 12 mm to 20 mm of
broken piece of ceramic / glazed tiles
( one for more color as directed ) to
be laid over cement mortar bedding
of C M 1:3 (1 cement : 3 sand )
contain one Kg of water proofing
materials per bag of O P C at plain or
/ and slops and to be tempered to
bring mortar ceramic up to surface
with using white cement and colour
pigment including rounding of
junctions and extending them up
to 15 cm along the wall and curing
with bends any patterns or design as
per drawing and cleaning by using
oxalic acid etc complete.
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more or In words
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38 31823.00 Providing 20 mm thick double 475.19 Rupees Four Sqm
coat mala cement plaster on interior Hundred
brick/ concrete Walls for plastering Seventy Five
comprising of base coat of 12 And Paise
mm thick cement plaster in cement Nineteen
mortar (1 cement : 4 coarse sand) in Only
rough finishing and 8 mm thick top
coat of cement plaster 1:2 (1 cement
: 2 Coarse Sand) finished with trovel
including two coats of acrylic
lappy (putty) of approved or
equivalent brand and two coats of
primer of approved brand and
manufacture on new wall surface
to give an even shade including
trovel scaffolding curing and 1 cm x
cm grooves at junction of structural
members etc. thoroughly brushing
the surface free from mortar
dropping and other foreign matter
and sand papered smooth including
scaffolding curing etc.complete. All
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may be Item of Work Unit
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more or In words
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39 14905.00 Providing 10 mm. Thick Mala 336.17 Rupees Sqm
cement plaster in single coat on Three
brick/concrete for plastering on Hundred
ceiling and soffits of stairs upto Thirty Six
floor two level and finished And Paise
even and smooth including
scaffolding, curing and 1 cm x
cm grooves at junction of
structural members etc : (I)
Cement mortar 1:3 (1 cement :
sand) including two coats of
acrylic lappy (putty) of approved
or equivalent brand and two coats
of primer of approved brand and
manufacture on new wall
surface to give an even shade
including thoroughly brushing
the surface free from mortar
dropping and other foreign
matter and sand papered smooth.
40 255.00 Providing, filling and laying Cinder 1393.80 Rupees One Cum
for all floors etc complete: (a) Three
Filing in sunk.
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may be Item of Work Unit
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more or In words
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41 1442.00 Providing 20 mm thick cement 439.65 Rupees Four Sqm
plaster in single coat on brick / Hundred
concrete wall for interior plastering Thirty Nine
up to floor two level finished even And Paise
and smooth (ii) Cement mortar
1:3 ( 1 - cement , 3 - sand ) and
mixing approved waterproofing
materials in cement mortar in
proportion recommended by the
manufacturer for All Floors.
42 31624.00 Painting (three coats) with 112.95 Rupees One Sqm
plastic emulsion paint with one Hundred
wall to highlight in special effect Twelve And
(Royale play) colour shade of Paise Ninety
approved brand and manufacture
on wall surfaces to give an even
shade including thoroughly
brushing the surface free from
mortar dropings and other
foreign matter and sand papered
smooth. All Floors
43 14905.00 Painting (three coats) with 120.59 Rupees One Sqm
plastic emulsion paint of Hundred
approved brand and Twenty And
manufacture on ceilings,Soffits Paise Fifty
and sloping roofs to give an
even shade including thoroughly
brushing the surface free from
mortar dropings and other foreign
matter and sand papered smooth.
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may be Item of Work Unit
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more or In words
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44 2269.00 Distempering (two coats) with 76.84 Rupees Sqm
oil bound wash able distemper Seventy Six
of approved brand & And Paise
manufacture and of required Eighty Four
shade on wall surfaces to give Only
an even shade over &
including priming coat with
alkali resistance primer of
approved brand after thoroughly
brushing the surface free from
mortar dropping & other foreign
matter and also preparing the
surface even and smooth.
45 19170.00 20 mm. Thick Double Coat 360.40 Rupees Sqm
sand faced GUTAKA Three
FINISHED WITH 18 mm wide & Hundred
10 mm deep grooves As per
elevation pattern cement plaster Only
on walls upto All height above
ground level consisting of 12 mm.
Thick backing coat of c.m. 1:3 (1
cement : 3 sand) and 8 mm.
Thick finishing coat of c.m. 1:1 (1
cement : 1 sand) including making
groove as approved pattern etc.
complete as directed.
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may be Item of Work Unit
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more or In words
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46 19665.40 Finishing wall with weather proof 133.62 Rupees One Sqm
exterior Acrylic emulsion paint as Hundred
approved by Engineer in Charge Thirty Three
on wall surface in two coats & And Paise
One coat of primer of white Sixty Two
cement material to give an Only
required shade after thoroughly
brushing the surface to remove all
dirt, and remains of loose
powdered materials etc. complete
47 1040.00 Providing and fixing concealed 166.86 Rupees One Rmt
center point to wall ceiling & Hundred
floor CPVC (SDR 13.5) PIPE Sixty Six
having National Sanitation And Paise
Foundation (NSF) seal for potable
water of following dia. nominal
bore tube fittings and clamps
including making good the wall,
ceiling and floor etc. complete.
48 1560.00 Providing and fixing concealed 249.72 Rupees Two Rmt
center point to wall ceiling & Hundred
floor CPVC (SDR 13.5) PIPE Forty Nine
having National Sanitation And Paise
Foundation (NSF) seal for potable
water of following dia. nominal
bore tube fittings and clamps
including making good the wall,
ceiling and floor etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
49 520.00 Providing and fixing concealed 442.04 Rupees Four Rmt
center point to wall ceiling & Hundred
floor CPVC (SDR 13.5) PIPE Forty Two
having National Sanitation And Paise
Foundation (NSF) seal for potable
water of following dia. nominal
bore tube fittings and clamps
including making good the wall,
ceiling and floor etc. complete.
50 100.00 Providing and fixing concealed 653.77 Rupees Six Rmt
center point to wall ceiling & Hundred
floor CPVC (SDR 13.5) PIPE Fifty Three
having National Sanitation And Paise
Foundation (NSF) seal for potable
water of following dia. nominal
bore tube fittings and clamps
including making good the wall,
ceiling and floor etc. complete.[F]
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
51 2480.00 Providing laying and jointing in 72.65 Rupees Rmt
true line and level 15 mm dia. Seventy Two
U.P.V.C. Pipe (SCH -40) line And Paise
including fittings of approved or Sixty Five
equivalent brand as apprroved by Only
Engineer In charge. Pipe shall be
fixed on the wall with the help of
clamp at every two meter C/C or
shall be concealed as directed
including necessary fittings etc.
including testing of pipe and joints
and fixing the same with
adhesive solvent, including cost
of all materials.
52 2080.00 Providing laying and jointing in 91.84 Rupees Rmt
true line and level 25 mm dia. Ninety One
U.P.V.C. Pipe (SCH -40) line And Paise
including fittings of approved or Eighty Four
equivalent brand as apprroved by Only
Engineer In charge. Pipe shall be
fixed on the wall with the help of
clamp at every two meter C/C or
shall be concealed as directed
including necessary fittings etc.
including testing of pipe and joints
and fixing the same with
adhesive solvent, including cost
of all materials.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
53 720.00 Providing laying and jointing in 148.12 Rupees One Rmt
true line and level 40 mm dia. Hundred
U.P.V.C. Pipe (SCH -40) line Forty Eight
including fittings of approved or And Paise
equivalent brand as apprroved by Twelve Only
Engineer In charge. Pipe shall be
fixed on the wall with the help of
clamp at every two meter C/C or
shall be concealed as directed
including necessary fittings etc.
including testing of pipe and joints
and fixing the same with
adhesive solvent, including cost
of all materials.
54 2320.00 Providing laying and jointing in 195.67 Rupees One Rmt
true line and level 50 mm dia. Hundred
U.P.V.C. Pipe (SCH -40) line Ninety Five
including fittings of approved or And Paise
equivalent brand as apprroved by Sixty Seven
Engineer In charge. Pipe shall be
fixed on the wall with the help of
clamp at every two meter C/C or
shall be concealed as directed
including necessary fittings etc.
including testing of pipe and joints
and fixing the same with
adhesive solvent, including cost
of all materials.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
55 322.00 Providing and fixing gun metal 186.83 Rupees One No
check or non return full way Eighty Six
Handle valve. Zoloto or equivalent
make ( A ) 15 mm dia. Only
56 322.00 Providing and fixing gun metal 420.63 Rupees Four No
check or non return full way
Handle valve. Zoloto or equivalent Paise Sixty
make ( C ) 25 mm dia.
57 208.00 Providing and fixing gun metal 663.43 Rupees Six No
check or non return full way
Handle valve. Zoloto or equivalent And Paise
make ( E ) 40 mm dia.
58 20.00 Providing and fixing gun metal 2106.86 Rupees Two No
check or non return full way One
handle valve. Zoloto or equivalent
make ( E ) 50 mm dia. .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
59 10.00 Providing and fixing gun metal 2285.13 Rupees Two No
check or non return full way Two
handle valve. Zoloto or equivalent
make ( E ) 65 mm dia. Only
60 1120.00 Providing and fixing to wall 277.43 Rupees Two Rmt
ceiling floor 10.0 Kg. F/Cm2 Hundred
working pressure polythene pipes
of approved or equivalent brand Paise Forty
for soil waste and ventilating Three Only
pipes of the following outside
dia. low density, complete with
necessary fittings ,wall clamps
etc including making good the
wall ceiling and floor. (F) 75 mm
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
61 360.00 Providing, Laying and jointing in 697.89 Rupees Six Rmt
true line and level U.P.V.C. 75mm Hundred
pipe (SCH-80) of following dia. Ninety
Including fittings as approved by Seven And
Engineer-in-charge. Pipe shall be Paise Eighty
fixed on the wall with the help of Z
Patti at every 2000 mm center to
center or shall be concealed as
directed including necessary
fittings etc. including testing of
pipe and joints and fixing the
same with adhesive solvent,
including cost of all materials.
62 320.00 Providing, Laying and jointing in 805.82 Rupees Rmt
true line and level U.P.V.C. 65mm Eight
pipe (SCH-80) of following dia. Hundred
Including fittings as approved by Five And
Engineer-in-charge. Pipe shall be Paise Eighty
fixed on the wall with the help of Z
Patti at every 2000 mm center to
center or shall be concealed as
directed including necessary
fittings etc. including testing of
pipe and joints and fixing the
same with adhesive solvent,
including cost of all materials.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
63 400.00 Providing, Laying and jointing in 1285.73 Rupees One Rmt
true line and level U.P.V.C. 50mm Thousand
pipe (SCH-80) of following dia. Two
Including fittings as approved by Hundred
Engineer-in-charge. Pipe shall be Eighty Five
fixed on the wall with the help of Z
Patti at every 2000 mm center to
center or shall be concealed as
directed including necessary
fittings etc. including testing of
pipe and joints and fixing the
same with adhesive solvent,
including cost of all materials.
64 960.00 Providing laying and jointing in 764.28 Rupees Rmt
true line and level 90 dia. P.V.C. Seven
SWR (Type 'B') with one end plain Hundred
and other end socketed with
rubber ring , pipe and fittings
conforming to IS 13592 of the Only
make as approved by Engineer In
Charge. pipe shall be fixed on the
wall with the help of Z clamp at
every two metre C/C or shall be
concelled as directed including
necessary fittings such as bends,
tee, shoes etc. including testing of
pipe and joints and fixing the
same with PVC Clamp with
adhesive solvent cement including
cost of all material.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
65 3230.00 Providing laying and jointing in true 835.15 Rupees Rmt
line and level 110 diameter U.P.V.C. Eight
SWR Type B pipe confirming to IS Hundred
13592-1992 with one end plain Thirty Five
and other end socketed with And Paise
rubbering, & fitting conforming to
ISI 14735-1999 of approved make
for drainage system pipe line, pipe
shall be jointed with each other
with rubber lubricant, pipe shall be
fixed on wall using of PVC clamp of
the size 110 mm diameter x 149 mm
length x 145 mm high at every
2000 mm centre to centre or shall
be concealed in walls as directed
including necessary fittings such
as bends, shoes etc. including
testing of pipes and joints and
jointed with adhesive solvent
cement including cost of all
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
66 720.00 Providing laying and jointing in true 831.22 Rupees Rmt
line and level 160 diameter U.P.V.C. Eight
SWR Type B pipe confirming to IS Hundred
13592-1992 with one end plain Thirty One
and other end socketed with And Paise
rubbering, & fitting conforming to
ISI 14735-1999 of approved make
for drainage system pipe line, pipe
shall be jointed with each other
with rubber lubricant, pipe shall be
fixed on wall using of PVC clamp of
the size 110 mm diameter x 149 mm
length x 145 mm high at every
2000 mm centre to centre or shall
be concealed in walls as directed
including necessary fittings such
as bends, shoes etc. including
testing of pipes and joints and
jointed with adhesive solvent
cement including cost of all
67 952.00 Providing and fixing PVC SWR 571.08 Rupees Five No
Nahni Trap IS 14735 for drain - Hundred
100 mm diameter with jali of the Seventy One
following nominal diameter of
self cleansing design with C.I.
screwed down or hinged grating
including the cost of cutting and
making good the walls.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
68 946.00 Providing and fixing 15 mm 1770.53 Rupees One No
diameter SOLO Chromium plated Seven
angular shape bib cock with wall Seventy And
flangeas approved by Engineer in
69 634.00 Providing and fixing high quality 1799.82 Rupees One No
Brand Angle cock 15 mm dia with Seven
wall flange including labour Ninety Nine
charge etc. complete as per
instruction of Engineer In Charge. Only
70 208.00 Providing and fixing Solo 1190.49 Rupees One No
concealed Stop cock, Regular One
Body with adjustable wall flange Hundred
of 15 mm diameter of the Paise Forty
approved by Engineer in Charge.
71 156.00 Providing and fixing high quality 2032.63 Rupees Two No
Overhead shower with arm and
wall flange including labour And Paise
charge etc. complete as per Sixty Three
instruction of Engineer In Charge. .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
72 156.00 Providing & fixing 3-inlet single 5923.65 Rupees Five No
lever concealed diverter of brass, Thousand
complete with concealed body Nine
and trim kit, for mixing hot & cold Hundred
water and diverting to Twenty
shower/hand shower/spout, in Three And
Antique Copper finish, including Paise Sixty
all fittings, commissioning, Five Only
complete as required. as per
directed by Architech or Engineer-
in-charge etc. complete. for All
73 156.00 Providing and fixing flat back 6748.32 Rupees Six No
Wash basin Approved Quality, Thousand
Counter Top 550 x 400 mm size Seven
Mario Starwhite or equivalent with Hundred
C.I. or M.S. bracket including Forty Eight
cutting holes and making good
the same including fixing C.P.
brass Approved Quality Brand
Pillar Cock High Quality,
Approved Quality Brand Angular
stop Cock , C.P. brass extension
nipple 62 mm long, S.S. flange
water super connection pipe
60cm. long and full thread waste
coupling High Quality etc.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
74 156.00 Providing and fixing wash down 17219.49 Rupees No
wall hung water closet (European Seventeen
type) High Quality Approved
Brand croma pan with integral 'P' Hundred
trap jointed within C.I pipe in C:M Nineteen
1:1 including matching seat cover, And Paise
chair braket, Conceled metropole Forty Nine
of High Quality Approved, 2 way
bibcock of High Quality Approved,
health foucet / jet spray of High
Quality Approved with 1 m
extension pipe, toilet paper holder
of High Quality Approved with all
accessories etc. complete.
75 80000.00 Providing and fixing P.V.C. water 10.53 Rupees Ten Liter
tank of triple layer white colour as And Paise
per IS 12701 approved by Fifty Three
engineer in charge etc. comp. on Only
76 32.00 Providing and fixing S.W. Gully 1175.15 Rupees One No
trap with brick masonry chamber Thousand
& water tight fiber reinforced cover
with frame of 300 mm x 300 mm x Seventy Five
50 mm.size having cover weight And Paise
2.50 kg & frame weight 7 kg [I] Fifteen Only
Square mouth trap (A) 160 mm. x
110 mm. size P-type or R type.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
77 360.00 Providing, laying and jointing in 2598.73 Rupees Two Rmt
true line and level 200 diametre Thousand
.P.V.C (6 kg.') with one end plain Five
and other end socketed with Hundred
rubber ring conforming to IS Ninety Eight
13592 pipe as equivalent as And Paise
approved by Engineer in charge
for drainage Pipeline, pipe shall
be jointed with each other with
rubber lubricant, pipe shall be
laying in trenches as directed
including necessary fittings such
as bends, shoes etc. including
testing of pipes and joints and
jointed with adhesive solvent
cement including cost of all
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
78 48.00 Constructing brick masonary 5204.53 Rupees Five No
chamber of 500 mm x 700 mm Thousand
inside dimension and depth upto Two
0.45 m for under ground CI Hundred
inspection chamber and bends Four And
with bricks having crushing Paise Fifty
strength not less than 35 Three Only
Kg/Sqmt. in CM. 1:5 precast fibre
reinforced concrete frame & cover
of square frame of approx
455x610x150mm & round cover
75mm thick, RCC top slab CC
1:2:4 ( 1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm
nominal size ) foundation concrete
1:5:10 inside plaster 15 mm thick
with cement mortar 1:3 finished
smooth with a floating coat of neat
cement on walls and bed concrete
79 32.00 Extra over for every additional 242.39 Rupees Two No
depth of 0.10m or part thereof
beyond 0.45 m depth for brick And Paise
masonry chamber. (II) For 500 Thirty Nine
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
80 220.00 Providing and laying in trenches 6 957.48 Rupees Nine Rmt
Kgf/sqmt. working pressure I.S.I.
mark PVC SWR pipe of 160 mm And Paise
dia low density pipe including Forty Eight
fitting etc complete in ground. .
81 20.00 Constructing Manhole with 11029.97 Rupees No
R.C.C. top slab in 1:2:4 mix (1- Eleven
cement : 2-coarse sand : 4- Thousand
graded stone aggregate 20mm Twenty Nine
nominal size) foundation And Paise
concrete 1:3:6 mix (1-cement : 3-
coarse sand :6-Brick bats 40 +
50mm size) inside plastering
15mm thick with Cement Mortar
1:5 (1-Cement : 5-coarse
sand) finished with a floating
coat of neat cement and
making channels in cement
concrete 1:2:4 mix (1- Cement
:2-Coarse sand :4-stone
aggregate 20mm nominal size)
finished smooth complete
including curing and finishing (i)
Inside size 900mm x 1200mm and
1.5M. deep including C.I. cover
with frame size 560mm
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
total weight of cover and frame
to be not less than 128 kgs. (Wt.
of cover 64 Kg. and Wt. of
frame 64 Kg.)(A) With 230mm
thick walls of brick masonry
using brick having crushing
strength not less than 35Kg. /
Sq.cm. in Cement Mortar 1:5 1-
Cement: 5-Coarse sand) (1) A
type depth 0.90 Metre for
150mm diameter sewer.
82 766.00 Providing and fixing 90 cm Height 4385.52 Rupees Four Rmt
Stainless Steel Railing made from Thousand
anticorrocive 316 grade S S pipe Three
of 50 mm dia (16 Gauge) as hand
rail with S S 316 grade Baluster of
40 mm dia (16 Gauge) as a Fifty Two
vertical support fixed in RCC slab Only
at 1.2m c/c including three
horizontal S S pipes of 25 mm dia
(16 Gauge) at eqal distance fixed
by 18.75 mm dia (16 Gauge) S S
pipe with baluster including
accessories as per detailed
drawing as per directed by
Architech or Engineer-in-charge
etc. complete. for All Floor Level.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
83 1088.00 Providing and fixing 30 cm Height 2164.03 Rupees Two Rmt
Stainless Steel Hand Railing Thousand
made from anticorrocive 316 One
grade S S pipe of 50 mm dia (16
Gauge) as hand rail with S S 316 And Paise
grade Baluster of 40 mm dia (16 Three Only
Gauge) as a vertical support fixed
in RCC member at 1.2m c/c S S
pipe with baluster including
accessories as per detailed
drawing as per directed by
Architech or Engineer-in-charge
etc. complete. for All Floor Level.
84 62.00 Supplying and fixing SFRC (Steel 2979.50 Rupees Two No
Fiber Reinforced Concrete) M.H. Thousand
Jali / Cover of 5/10/15 MT Load Nine
capacity as per I.S. 12592 part I &
II and size of frame and cover/jali
size 3 x 2/ 2.5 x 2 Sq.ft including Paise Fifty
loading and unloading etc. Only
85 70.00 Providing and fixing PVC Cowl 501.87 Rupees Five No
vent of following dia etc One And
complete as directed
(A) 100 mm Dia .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
86 7961.00 Providing and fixing chicken mesh 251.25 Rupees Two Sqm
jali with square of 25 gauge at Hundred
junction the masonary and RCC Fifty One
member including necessary
scafolding, labour etc.complete for Only
87 2078.00 Providing cement vata (10cm. x 23.68 Rupees Rmt
10 cm. size) quarter round in Twenty
cement mortar 1:1 including Three And
neat cement finishing, watering Paise Sixty
etc. complete. Eight Only
88 6192.00 Providing & fixing stainless steel 136.35 Rupees One Inch
block letters up to 12" height size Hundred
including radiam character as per Thirty Six
the details & design given by
Engineer-in-charge inluding Only
scaffolding etc. complete
89 6912.00 Providing & fixing Stainless steel 35.35 Rupees Sq.In
Name plate including colour iching Thirty Five
the character on the plate as per And Paise
requirement & design given by
engineer in charge incl.
scaffolding etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
90 361.00 Providing & Fixing Sandwich type 6925.73 Rupees Six Sqm
Platform of 600 mm wide using Thousand
Top 18 mm thick granite of Nine
approved shade and sample and Hundred
bottom 25 mm thick single side Twenty Five
Polished kota stone with 25 mm And Paise
thick screed of cement mortar 1:3 Seventy
With granite Facia Patti and
vertical End granite supports. The
stone shall be fixed by chassing in
to the wall surface and supported
vertically with 25mm thick
sandwich kota stone support
including SS Sink of size 550 x
400 mm waste brass coupling,
stainless steel extension nipple,
flexible PVC outlay pipe, Sink
cock with Casted Swinging Spout
F100034 etc complete as
suggested by Architect /Engineer -
91 6756.00 Providing and fixing M.S.clamp 136.37 Rupees One No
made from 40mm x 6mm thick Hundred
M.S.flat as per design given by Thirty Six
Engineer in charge for fixing the
C.I. / G.I. / PVC pipe on wall of Only
duct to stay away from wall etc.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
92 208.00 Providing and fixing 5 mm thick 991.82 Rupees Nine No
mirror of approved quality and Hundred
make size 600 x 450 mm with Ninety One
moulding edge by using 4.0 mm And Paise
thick hard board and fixing on wall Eighty Two
with C. P.brass studs etc. Only
complete. For all floor
93 208.00 Providing and fixing towel rack of 3891.53 Rupees No
(27.2L x 65W x 10.2H Three
Centimeters), 600 mm long, Thousand
manufactured from high quality Eight
brass with chromium plated finish, Hundred
complete with brackets, screws,
wall plugs and all necessary
fittings and fixtures, fixed in Only
position and making good the wall
surface after installation, complete
as per manufacturer's
specifications and directions of
Engineer-in-Charge.
94 208.00 Providing and fixing 600mm x 566.64 Rupees Five No
120mm glass shelf with Hundred
C.P. brass bracket and guard rail Sixty Six
complete mixed to wooden plug
with C.P. brass screws. Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
95 312.00 Providing and fixing Soap Holder 725.94 Rupees No
including necessary S.S. screw Hundred
with labour etc. complete.
96 312.00 Providing and fixing stainless 780.73 Rupees No
steel napkin ring approved by
Engineer - in - charge in satin Eighty And
finish etc. complete as directed. Paise
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
97 361.00 Providing and fixing modular 23550.17 Rupees Sqm
readymade assemble type Twenty
cupboard/Drawer under kitchen Three
platform with vertical panels of L/B Thousand
0.65/0.60, 0.75/0.60 & Horizontal Five
panels of L/B 0.45/0.60 and of
required length and height as per
Architect design / site situation Seventeen
having Front of laminated exterior Only
garde I 19 mm thick marine ply
coated with 0.8 mm thick
laminated sheet and Bottom &
Sides of exterior garde I 12 mm
thick marine ply coated with
mm thick laminated sheet,
including soft closing concealed
hinges having cup diameter
35mm, cup depth 12.8mm of the
make hettich/ozone, one S.S tall
unit with pullout system having
loading capacity 30 kg, one S.S
basket forcutlery, one
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
S.S basket for cup saucer, one
S.S basket for thali & one S.S
basket for general purpose all S.S
basket of the make Hettich/
Enox/Ozone with soft closing
channel of the make Hettich /
Ozone as approved by Engineer
in charge with lightly brushed
stainless steel finish alluminium J
profile Handle & other
miscellaneous hardware including
all transporatation, loading,
unloading, labour etc. complete
inclusive of all taxes, etc.
complete as directed by Engineer
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
98 1265.00 Providing and fixing modular 3597.62 Rupees Sqm
readymade type cupboard Shutter/ Three
Drawer of required length, width and Thousand
height as per Architect design / Five
Situation cupboard of 19mm thick
exterior garde I marine ply coated
with 0.8 mm thick laminates on both Paise Sixty
side, including soft closing concealed Two Only
hinges having cup diameter 35mm,
cup depth 12.8mm of the make
hettich/ozone, two drawers consist of
12mm thick exterior grade marine
plwood with front side with 0.8 mm
thick laminates on both sidewith soft
closing channel of the make Hettich/
Ozone as approved by Engineer in
charge with lightly brushed stainless
steel shall be naminated with 0.8mm
thick lamination of
approved brand, pattern and colour,
for numbers of stainless steel AISI
316 grade cabinet handles of A-10
shape of the 6mmx160mm of the
make KICH/ D-Line/ Gaze approved
by Engineer in Charge a the other
miscellaneous hardware of approved
make including transportation,
loading, unloading, labour etc.
complete inclusive of all taxes, etc.
complete as directed by Engineer in
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
99 1311.00 Providing and Fixing S.S. Rod , 1231.19 Rupees One Rmt
Bracket and socket with all req. Thousand
hardware materials with all labour Hundred
etc complete as directed by Thirty One
engineer in charge. The selection And Paise
and approval of all the items done
100 2240.00 Providing and fixing Hilty Bolt 8 x 168.42 Rupees One No
100 mm with drilling in granite
door and window frame etc And Paise
complete as per direction of Forty Two
Engineer in-charge. .
101 2736.00 Providing and laying in position 162.61 Rupees One No
Rebar as specified in true line & Hundred
level including drilling adequate Sixty Two
hole, cleaning the same, grouting And Paise
with HY - 200 rebar system as per
manufacturers specifications
strictly in accordance with
structural details having minimum
depth of embedment 125, etc
complete For all floors (a) 10 to
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
102 1747.00 Providing and laying 18 mm thick 2365.52 Rupees Two Sqm
(Average) machine polished Black Thousand
or colour Granite stone Shelves / Three
Washbasin Plateform in single
piece including fixinng in position And Paise
in cement mortar 1 : 3 ( 1 cement Fifty Two
: 3 coarse sand ) laid over and Only
jointed with grey cement slurry
including rubbing and polishing
and half round moulding etc.
complete. with aproved colour,
shade and size by Architect or
Engineer in charge for all floors.
103 203.00 Charges for making holes from 1742.25 Rupees One Rmt
100 mm to 160 mm dia in RCC
wall, slabs or any other RCC Hundred
members by diamond core cutting
machine or equivalent including Twenty Five
disposing the debris. For all floors. .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
104 540.00 Providing and fixing fix louvers: 2404.31 Rupees Two Sqm
114 mm wide G.I. sheet having Thousand
thickness of 0.55 mm & weight not Four
less than 490 gm /meter, roll Hundred
formed to create 84 mm wide Four And
louver snap fixed on special Paise Thirty
shaped G. I. Channel. Fix louvers One Only
& Channels shall finished with
powder coating of 55 micron per
detailed drawing and as directed
by Engineer in charge etc.
105 1534.00 Providing and laying chequered 528.01 Rupees Five Sqm
precast cement concrete tiles Hundred
22mm thick with aggegate of Twenty Eight
sizes upto 6mm in floors, treads of And Paise
steps and landings on 20mm thick
bed of C.M.1:6 (1-cement :6-
sand) or L.M.1:1.5 (1 Lime putty
:1.5coarse sand) joint with neat
cement slurry with pigments to
match the shade of the tiles.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
106 125.00 Providing and fixing loft storage unit 2929.21 Rupees Two Sqm
with front shutters and internal Thousand
shelving of required length,width with
Proper alignment, leveling,and height Twenty Nine
as per Architect design / Situation And Paise
Loft cabinet framework made from Twenty One
25x50x19mm thick exterior garde I
marine ply coated shutters made
from 19mm thick exterior garde I
marine ply with 0.8 mm thick
laminate finish on both side,Shutters
as per drawing (multiple panels), with
groove/line pattern if required.
Horizontal & Vertical wooden shelves
inside loft made from 12 mm thick
exterior garde I marine ply, finished
with 0.8 mm thick laminate on
exposed surfaces, including soft
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
concealed hinges having cup
diameter 35mm, cup depth 12.8mm
of the make hettich/ozone, six
numbers of stainless steel AISI
grade cabinet handles approved by
Engineer in charge All exposed
edges finished with PVC edge
banding.and the other miscellaneous
hardware of approved make
including transportation, loading,
unloading, labour etc.complete
inclusive of all taxes,etc.complete as
directed bt Engineer in charge.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
107 2.00 Providing, supplying, and installing 109936.48 Rupees One No
SUPER 5G-AQUA Natural Water Lakh(s) Nine
Conditioning System of 2” (50 mm) Thousand
diameter, made of high-quality, Nine
corrosion-resistant material, Hundred
designed for installation in the main Thirty Six
water supply line between the And Paise
overhead/underground tank outlet Forty Eight
and distribution pipeline. The unit Only
shall operate on a non-electric,
catalytic conditioning principle,
requiring no chemicals, salt, or
external power. It shall be capable of
reducing scaling effects and
improving water quality for domestic
use. The system shall be complete
with all necessary fittings,
connectors, supports, and
accessories, including cutting,
jointing, testing, and commissioning,
ensuring leak-proof performance as
directed by the Engineer-in-Charge.
108 16.00 Providing and fixing 15 mm dia 1084.54 Rupees One No
Ball Valve as per direction and Eighty Four
instruction of Engineer incharge Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
109 1440.00 Providing and applying black 86.39 Rupees Sqm
japan treatment of approved Eighty Six
make and quality in two coats with And Paise
uniform finish and complete
coverage, over prepared surface
free from dust, grease, or loose
particles. Surface shall be cleaned
thoroughly before application. The
treatment shall be applied with
brushes only as per
manufacturer's specifications and
allowed to dry between coats.
110 12.00 Providing and fixing Fire 5604.24 Rupees Five Sqm
Resistnce Single Shutter made Thousand
from Powder Coated Galvanized Six Hundred
Steel Shutters confirming to IS
2202 & ISI approved
manufacturer of approved colour, Only
pattern and design by the
Architect, and with necessary
hardware high SS Hinges, door
closer, lock, hinges, panic bar and
other Fixtures and locking
arrangements as per detailed
drawings / as directed and
approved by the Architect and
Engineer In-charge etc. complete.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
111 906.00 Providing and applying high 603.31 Rupees Six Sqm
performance solar reflective Hundred
waterproof coating for roof Three And
(Acrylate With PU) Highly Flexible
Resisting crack of approved make
and quality in primer coat + two
coats with uniform finish and
complete coverage, over prepared
surface free from dust, grease, or
loose particles. Surface shall be
cleaned thoroughly before
application. The treatment shall
be applied with brushes only as
per manufacturer's specifications
and allowed to dry between coats.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
112 61.00 Providing and fixing openable 4583.58 Rupees Four Sqm
Aluminium casement window made Thousand
from standard extruded colour Five
anodized Aluminium sections, with Hundred
frame members (bottom, top and Eighty Three
sides) of Jindal Section No. 20630 And Paise
and openable shutters made of Fifty Eight
single-glass shutter members (top, Only
bottom and sides) of Jindal Section
No. 20727, including glazing clip
member Jindal Section No.
The shutters shall be fitted with 5 mm
thick transparent plain float glass,
fixed with EPDM rubber gaskets and
transparent silicon sealant. The work
shall include providing and fixing S.S.
hinges, S.S. handle of 150 mm, S.S.
stopper 200 mm long, and all
necessary fittings, fixtures and
accessories, complete as per
approved drawing and as directed by
the Engineer-in-Charge.
113 208.00 Providing and Fixing concealed 3214.33 Rupees No
25 mm Control Valve as Three
approved by Engineer in Chage Two
including all Fixture & Hundred
Fastening,Labour chrges as per Fourteen
direction and instruction of
Engineer incharge Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
114 1083.00 Box cutting the road surface to 102.93 Rupees One Cum
proper slope and chamber for Hundred
making a base for road work Two And
including removing the excavated
staff and depositing on the road .
side slope as directed All lead.
115 501.00 Filling in plinth with sand under 460.19 Rupees Four Cum
floors including watering, ramming Sixty And
consolidating and dressing etc.
116 298.00 Providing and laying, spreading 2207.86 Rupees Two Cum
and compacting B.T.M.C. stone Thousand
aggregates of 63mm to 40mm Two
size to Water Bound Macadam
including spreading in uniform
thickness, hand packing, rolling Six Only
with vibratory roller 8-10 tones to
proper grade and camber,
applying and brooming requisite
type of screening / binding / filler
materials to fill up the interstices
of coarse aggregate, watering and
compacting to the required
density. Grading - II using
screening type - A (13.2mm Agg.)
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
117 397.00 Providing & Laying M 250 grade 5887.29 Rupees Five Cum
RMC concrete without fly ash trimix Thousand
using P21(water reducing concrete Eight
admixture at 100 ml per bag of Hundred
cement & recron 3 s fiber at 125 gm Eighty
per bag of cement including making Seven And
C channel 75 x 75 mm required to Paise
maintain level, slope and thickness of Twenty Nine
the concrete road leveling of placed Only
concrete with surface vibrator and
finishing with power floater & trowel
light brooming the surface &
including Construction joints to be
formed at every 5 mt distance by
grooving with mechanical saw within
48 hrs. Groove/sawed joints shall be
made of 5 mm width and depth min
(1/3 rd depth of the pavement) as
shown in the drawing and shall be
filled with ready to use PU sealant of
UV grade cutting & filling of
expansion joint as directed by
Engineer in charge.
118 8865.00 Steel work welded, in built up 84.13 Rupees Kg
sections, framed work including Eighty Four
cutting, hoisting, fixing in position
and applying a priming coat of red Only
lead paint (A) In beams and joists,
channels, angles, tees, flats with
connecting plates or angle cleats
as in main & cross beamnship &
jack rafters, purlins connected to
common rafters and like.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
119 1045.00 Providing and fixing of Ridge 858.67 Rupees Sqm
flashing for roof panel shall be Eight
made out of 0.5 mm thick pre Hundred
coated GI sheet . The Precoated Fifty Eight
sheet shall be of minimum 240 And Paise
mpa steel grade confirming to IS
14246:1995 and shall have zinc
coating of minimum 120 gsm as
per IS:277:1992 , 5-7 microns
epoxy primer on both side of the
sheet and polyester top coat 15-
18 micron. The PPGI Sheet shall
have plastic protective guard film
of minimum 25 microns to avoid
scratches during transportation.
The ridge shall be fixed to the
steel members by pop rivet or self
drilling/self stitching fastners @
maximum 450 mm c/c along
length of capping/flashing etc
120 1045.00 Painting three coats (one coat of 122.49 Rupees One Sqm
priming coat + two coats of Hundred
enamel paint) on new steel and Twenty Two
other metal surface with enamel And Paise
paint including preparing the
surface by throughly cleaning, oil,
grease, dirt and other foreign
matter and scoured with brushes
fine steel wood, scrapers and
sand paper etc. comp.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
121 1000.00 Drilling of bore hole an alluvial 600.95 Rupees Six Rmt
strata by mud flush direct rotary Hundred
ring size 250mm-300mm
122 600.00 Reaming of 250-300 mm dia.pilot 366.63 Rupees Rmt
boer hole including assembling
lowering housing casing strainer Sixty Six
pipe gravel packing etc.complete And Paise
size 550mm diameter. Only
123 500.00 Manufacture, supply and delivery 3605.70 Rupees Rmt
of ISI marked ERW M.S. pipes Three
conforming to IS: 4270/2001 with Six Hundred
latest amendment in rendom Five And
length of 4 to 7 meter size 250mm Paise
diameter (minimum 7.10mm
124 120.00 Manufacture, supply and delivery 3088.58 Rupees Rmt
of cage type Trapezoidal shape Three
('V') wire wound low carbon, Thousand
Galvanized screen pipe
confirming IS: 8110 GWSSB R/C Fifty Eight
(E) 250 mm dia (1) Having Size of Only
1.0 mm slot (Heavy Grade).
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
125 30.00 Manufacture, supply and delivery 2001.82 Rupees Two Rmt
of cage type Trapezoidal shape Thousand
('V') wire wound low carbon, One And
Galvanized screen pipe
confirming IS: 8110 GWSSB R/C
(D) 200 mm dia (1) Having Size of
1.0 mm slot (Heavy Grade).
126 2.00 Clamps made from M.S plate with 2037.91 Rupees Two Pair
3 no`s hole either side with nuts & Thirty Seven
boltd of standarad make size And Paise
900mm x 100mm x 16mm Only
suitable for 250mm diameter pipe.
127 2.00 Bore plug having 100mm height 1161.62 Rupees One No
made from M.S plate with 3 no`s Thousand
holes at equal distace on One
circumference for nut bolts type Hundred
locking arrangements with nut
bolts & lock nuts of standarad Sixty Two
make complete from 5mm thick Only
M.S plate (for top also) suitable
250mm diameter pipe.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
128 2.00 Supply of ISI marked portland 5286.34 Rupees Five Ton
cement of store or site of works Two
including all tax with loading, Eighty Six
unloading, freight etc. complete
as directed. Only
129 600.00 Supply of misc bore materials like 91.71 Rupees No
steel bent plate suitable for ERW Ninety One
pipe of dia 250 mm of size 200m
X 150mm X 6mm. Only
130 80.00 Supply of well sorted "Sevalliya" 2049.29 Rupees Two Cmt
gravels of size 40 mm to 63 mm
including carting loading, And Paise
unloading & stacking at site of Twenty Nine
131 80.00 Supply of clay ball having size of 758.51 Rupees Cmt
25mm to 50mm from Sicky Clay Hundred
at site of work as certified by
hydrologist. Fifty One
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
132 2.00 Cement seiling if necessary 13405.73 Rupees Job
including the cost of cement by Thousand
means of mud pump. Hundred
133 2.00 Charges of electrologging test of 18180.00 Rupees Job
bore hole.Uptron make Thousand
electrologger. Hundred
134 2.00 Lowering and removing of 100mm 27720.46 Rupees Job
dia.drop line and 32mm dia air Twenty
line for development of each Seven
water bearing zones comes
across upto the full depth of deep Hundred
tube well size 200mm/ 250mm/ Twenty And
300mm dia. For the tube well Paise Forty
having depth of 186 meters and Six Only
above through suitable air
compressor.The job is for
complete period of development
of tube well without air
compressor charges. (Min 8 Hrs.
& upto Sand free discharge)
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
135 24.00 Charges of air compressor of 900 8499.15 Rupees Hour
CFM/200 PSI including all the Thousand
require accessories and Hundred
machinaries.(Min 6hr. & upto sand
free discharge) Fifteen Only
136 2.00 Geohydrological ground water 14428.86 Rupees Bore
investigation (with vehicle
charges) deep tube well (with Four
water sample testing) for Hundred
200mm/250mm diameter deep And Paise
tube well (with water sample Eighty Six
chemical Analysis). .
137 4.00 Heavy Duty clamps made from 4" 282.80 Rupees Two No
x 1.5" iron strin suitable for
column pipe 1.5" to 2" length. (E) And Paise
100mm (4") dia. Pipe.
138 2.00 Supplying and erecting CI Swing 2868.40 Rupees Two No
check type non-return (Reflux) Eight
valve ISI marked suitable for Sixty Eight
100mm dia. Forty Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
139 16.00 Supplying & Erecting Mild Steel 212.10 Rupees Two No
heavy duty Flanges with rubber Hundred
packing and hardware materials
for pipe connections suitable for Only
140 8.00 Supplying & erecting G.I. Bend 548.43 Rupees Five No
for pipe connection suitable for (g) Forty Eight
100 mm (4") Only
141 72.00 Excavation for foundation 3.00 174.23 Rupees One Cum
mt to 5.00 mt depth including Hundred
sorting out and stacking of useful Four And
materials and disposing the Paise
excavated stuff all lead
(C) Hard Murrum .
142 10.00 Extra over for every additional 2648.62 Rupees Two Rmt
depth of 0.10m or part thereof Six Hundred
beyond 0.45 m depth for brick And Paise
masonry chamber. (II) For
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
143 4.00 Constructing manhole with R.C.C 19789.94 Rupees No
top slab in 1:2:4 mix (1 cement : 2 Nineteen
coarse sand : 4 graded stone Thousand
aggregate 20 mm nominal size) Seven
foundation concrte 1:3:6 mix (1 Hundred
cement : 3 coarse sand : 6 brick
bats 40 to 50 mm nominal size)
inside plastering 15 mm thick with Only
cement mortar 1:3 (1 cement :
coarse sand) finished with a
floating coat of neat cement slurry
and making channels in cement
concrte 1:2:4 mix ( 1 cement :
coarse sand : 4 stone aggregate
20 mm nominal size) finished
smooth complete including curing
& testing (I) Inside size 900 mm x
1200 mm and 1.50 meter deep
including SFRC cover with frame
size 560 mm diameter (A) with
230 mm thick walls of brick
bricks having crushing strength
not less than 35 Kg / Sqcm in
cement mortar 1:5 (1 cement :
coarse sand) (2) B-type depth
1.50 meter for 300 mm diameter
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
144 2.00 Constructing manhole with R.C.C 23900.64 Rupees No
top slab in 1:2:4 mix (1 cement : 2 Twenty
coarse sand : 4 graded stone Three
aggregate 20 mm nominal size)
foundation concrte 1:3:6 mix (1
cement : 3 coarse sand : 6 brick And Paise
bats 40 to 50 mm nominal size) Sixty Four
inside plastering 15 mm thick with Only
cement mortar 1:3 (1 cement :
coarse sand) finished with a
floating coat of neat cement slurry
and making channels in cement
concrte 1:2:4 mix ( 1 cement :
coarse sand : 4 stone aggregate
20 mm nominal size) finished
smooth complete including curing
& testing (I) Inside size 900 mm x
1200 mm and 1.50 meter deep
including SFRC cover with frame
size 560 mm diameter (A) with
walls of brick masonry using
bricks having crushing strength
not less than 35 Kg / Sqcm in
cement mortar 1:5 (1 cement :
coarse sand) (3) C-type depth
2.25 meter for 300 mm diameter
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
145 10.00 Extra rate for constructing B.B 522.96 Rupees Five Each
masonry for every additional Twenty Two
depth 0.10 meter or part thereof And Paise
over item 24.27 (I) for depth from Only
0.90 meter to 1.50 meter.
146 10.00 Extra rate for constructing B.B 397.19 Rupees Each
masonry for every additional Hundred
depth 0.10 meter or part thereof Ninety
over item 24.27 (II) for depth from Paise
1.50 meter to 2.25 meter.
147 10.00 Extra rate for constructing B.B 550.40 Rupees Five Each
masonry for every additional Hundred
depth 0.10 meter or part thereof
over item 24.27 (III) for depth from Only
2.25 meter to 3.15 meter.
148 600.00 Providing and laying (To level or 665.48 Rupees Six Rmt
slopes) and jointing reinforced Hundred
concrte heavy duty Non-pressure Sixty Five
pipes I.S Class NP2 of the And Paise
following internal diameter with
collars and butt ends prepared for
collar joints including testing of
joints complete. (D) 300 mm
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
149 100.00 Providing and laying (To level or 1060.59 Rupees One Rmt
slopes) and jointing reinforced Thousand
concrte heavy duty Non-pressure Sixty And
pipes I.S Class NP2 of the Paise Fifty
following internal diameter with
collars and butt ends prepared for
collar joints including testing of
joints complete. (E) 450 mm
150 400.00 Providing, laying and jointing in 2824.97 Rupees Two Rmt
true line and level 250 diametre Thousand
.P.V.C (6 kg.') with one end plain Eight
and other end socketed with Hundred
rubber ring conforming to IS Twenty Four
13592 pipe as equivalent as And Paise
approved by Engineer in charge
for drainage Pipeline, pipe shall
be jointed with each other with
rubber lubricant, pipe shall be
laying in trenches as directed
including necessary fittings such
as bends, shoes etc. including
testing of pipes and joints and
jointed with adhesive solvent
cement including cost of all
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
151 8.00 Charges for making holes from 2903.75 Rupees Two Rmt
300 mm to 450 mm dia in Thousand
earthwork of all kind of soil by Hundred
diamond core cutting machine of Three And
HILTI or equivalent including Paise
disposing the debris for all lead
152 36.00 Providing Graded Filter media for 1263.81 Rupees One Cum
purpose of rain water harvesting Thousand
in pit around bore pipe using Hundred
aggregate of size 40mm , 20mm, Sixty Three
10mm and coarse sand in layers And Paise
of in thickness as per instructions
of engineer incharge. .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
153 400.00 Providing laying and jointing in 898.90 Rupees Rmt
true line and level 200 diameter Eight
P.V.C. Strainer Pipe confirming to Hundred
IS 13592-1992 with one end plain Ninety Eight
and other end socketed with And Paise
rubbering, & fitting conforming to
ISI 14735-1999 of approved make
for Rain water harvesting system
pipe line, pipe shall be jointed with
each other with rubber lubricant,
including necessary fittings such
as bends, shoes etc. including
testing of pipes and joints and
jointed with adhesive solvent
cement including cost of all
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
154 300.00 Supply, Installation, Testing and 2109.00 Rupees Two Rmt
Commissioning of the following GI Thousand
pipes , HEAVY CLASS, C- One
CLASSof ISI standard as per IS: Hundred
1239 upto 150 mm dia. and IS: Nine Only
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
155 200.00 Supply, Installation, Testing and 1435.00 Rupees One Rmt
Commissioning of the following GI Thousand
pipes , HEAVY CLASS, C- Four
CLASSof ISI standard as per IS: Hundred
1239 upto 150 mm dia. and IS: Thirty Five
3589 upto 200 mm dia. and Only
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
156 200.00 Supply, Installation, Testing and 983.00 Rupees Nine Rmt
Commissioning of the following GI Hundred
pipes , HEAVY CLASS, C- Eighty Three
CLASSof ISI standard as per IS: Only
1239 upto 150 mm dia. and IS:
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
157 200.00 Supply, Installation, Testing and 617.00 Rupees Six Rmt
Commissioning of the following GI Hundred
pipes , HEAVY CLASS, C- Seventeen
CLASSof ISI standard as per IS: Only
1239 upto 150 mm dia. and IS:
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
158 160.00 Supply, Installation, Testing and 510.05 Rupees Five Rmt
Commissioning of the following GI Hundred Ten
pipes , HEAVY CLASS, C- And Paise
CLASSof ISI standard as per IS: Five Only
1239 upto 150 mm dia. and IS:
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
159 200.00 Supply, Installation, Testing and 484.80 Rupees Four Rmt
Commissioning of the following GI Hundred
pipes , HEAVY CLASS, C- Eighty Four
CLASSof ISI standard as per IS: And Paise
1239 upto 150 mm dia. and IS: Eighty Only
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
160 120.00 Supply, Installation, Testing and 454.50 Rupees Four Rmt
Commissioning of the following GI Hundred
pipes , HEAVY CLASS, C- Fifty Four
CLASSof ISI standard as per IS: And Paise
1239 upto 150 mm dia. and IS: Fifty Only
3589 upto 200 mm dia. and
above. (withcutting, screwing,
welding if required) and providing
all structural work fabricated from
standard sections, (GI rounds,
angles, channels etc.), and fittings
like flanges, bends, tees, elbows,
reducers, clamps, hangers,
fasteners etc. including cutting
holes and chases in brick / RCC
walls / slabs complete with
painting of one coat of rich zinc
primer and 2 or more coats of
synthetic enamel paint of
approved make / shade complete
as per specification complete
161 10.00 Supply, installation, testing 3989.50 Rupees No
and commissioning 150 mm Three
diameter of C.I. Butterfly valve Thousand
(IS:13095, PN 1.6) with Nine
integrally moulded linear of nitrile Hundred
or EPDM. Stainless steel Disc & Eighty Nine
Steam Lever operated with ISI And Paise
Marked as required. Fifty Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
162 8.00 Supply, Installation, Testing and 7928.50 Rupees No
Commissioning of Cast iron NRV- Seven
Dual plate Check valve (PN Nine
1.6) conforming to IS:5312 Hundred
complete with rubber gasket, GI Twenty Eight
bolts, nuts, washers etc. as
required. (A) 150 mm.
163 10.00 Supply, installation, testing 2676.50 Rupees Two No
and commissioning 100 mm Thousand
diameter of C.I. Butterfly valve Six Hundred
(IS:13095, PN 1.6) with Seventy Six
integrally moulded linear of nitrile And Paise
or EPDM. Stainless steel Disc & Fifty Only
Steam Lever operated with ISI
Marked as required.
164 8.00 Supply, Installation, Testing and 3504.70 Rupees No
Commissioning of Cast iron NRV- Three
Dual plate Check valve (PN Five
1.6) conforming to IS:5312 Hundred
complete with rubber gasket, GI Four And
bolts, nuts, washers etc. as
required. (A) 100 mm. Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
165 8.00 Supply, installation, testing and 2363.40 Rupees Two No
commissioning 80 mm diameter of Thousand
C.I. Butterfly valve (IS:13095, Three
PN 1.6) with integrally moulded Hundred
linear of nitrile or EPDM. Stainless Sixty Three
steel Disc & Steam Lever And Paise
operated with ISI Marked as Forty Only
166 6.00 Supply, Installation, Testing and 3242.10 Rupees No
Commissioning of Cast iron NRV- Three
Dual plate Check valve (PN Thousand
1.6) conforming to IS:5312
complete with rubber gasket, GI Forty Two
bolts, nuts, washers etc. as And Paise
required. (A) 80 mm. Ten Only
167 6.00 Supply, installation, testing and 1696.80 Rupees One No
commissioning 50 mm diameter of Thousand
C.I. Butterfly valve (IS:13095, Six Hundred
PN 1.6) with integrally moulded Ninety Six
linear of nitrile or EPDM. Stainless And Paise
steel Disc & Steam Lever Eighty Only
operated with ISI Marked as
168 4.00 Supply, Installation, Testing and 1742.25 Rupees One No
Commissioning of Cast iron NRV- Thousand
Dual plate Check valve (PN Hundred
1.6) conforming to IS:5312 Forty Two
complete with rubber gasket, GI And Paise
bolts, nuts, washers etc. as
required. (A) 50 mm. .
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
169 44.00 Providing and fixing 63mm Gun 2945.16 Rupees Two No
metal / SS single outlet type Thousand
hydrant valve as per IS 5290 with Nine
ISI marked 75 mm inlet and Hundred
63mm female instantaneous Forty Five
coupling rubber washer and cast And Paise
iron hand wheel operation with Sixteen Only
close and open direction as
170 44.00 Providing and fixing 63mm dia 1278.66 Rupees One No
Gun metal /SS branch pipe of Two
standard length with 20mm bore Seventy
hexagonal nozzle as per IS
with ISI marked as directed. Six Only
171 44.00 Providing and fixing 63mm 3634.99 Rupees No
Pyroline fire hose of approved Three
brand conforming to IS 636 type B Thousand
having crushing pressure of 37.20 Six Hundred
kg/cm 2 of ISI marked of
mtr length fitting with necessary
S.S 63mm delivery hose coupling Only
as IS 903 with ISI mark bided
with GI./Cu. wire etc. complete
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
172 4.00 Supply,Installation, Testing & 8835.48 Rupees No
Commissioning of Stainless steel Eight
Fire Brigade connection (Suction Thousand
collecting head) consisting of 4/2 Eight
Way 63 mm dia instantaneous
type male coupling with built-in
check valves and 150/100 mm
dia.flanged outlet complete with Only
bolts, nuts and rubber insertions
as required as per IS:904-1983
with butter fly valve and Non
173 44.00 Mild steel box hose cabinet of 16 1503.89 Rupees One No
SWG of suitable size with Thousand
loachking arrangement and 5 mm Five
thick glass panel to accommodate Hundred
1 no of hose pipe (15mtr) and
no, SS branch pipe etc painting Nine Only
red colors etc as directed. ( all the
fire accessories should be inside
174 44.00 Providing & fixing of First Aid 5555.00 Rupees Five No
Hose Reel wall mounting type Thousand
with 30 meter long length PVC Five
nylon braided flexible pipe of 25 Hundred
mm dia. with shut off nozzle &
Ball valve both of superior quality
made out of SS-304 investment
casting of approved quality etc. as
per IS 884 complete as directed.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
175 44.00 Supplying & erecting carbon 5696.40 Rupees Five No
dioxide (CO2) fire extinguisher Thousand
user of following capacity with Six Hundred
necessary clamps made from
50x6 mm M.S. Flat with nut & Forty Only
bolts grouted in wall complete. [A] .
For 4.5 Kg Capacity
176 44.00 Supplying, Installing, Testing & 2383.60 Rupees Two No
commissioning of ABC type fire Three
extinguishers of 6 kg/Capacity Eighty Three
with ISI mark (IS 15683 ) etc as
177 1000.00 Structural steel work (Confirming 127.95 Rupees One Kg
to IS 4923-1997) riveted, bolted or Hundred
welded in builtup for all type Twenty
sections, in framed work, Seven And
including cutting, hoisting, fixing in Paise Ninety
position and applying a priming
coat of approved steel primer all
complete as per the structural
designs and directions of
Engineer in charge. Supply,
fabication and installation of MS
support as per required for
support of pipe and Other
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
178 2.00 Supply, installation, testing and 27775.00 Rupees No
commissioning of Pressure switch Thousand
and 3 phase connection charge.
179 300.00 Wrapping & Coating of 4mm 525.35 Rupees Five Rmt
bituminius IWL/PYPOCOAT of
Under ground pipe as per nomes And Paise
etc.complete as directed By Thirty Five
Engineer in charge. .
180 32000.00 Design, Supply & Installation of 2.04 Rupees Two Sq
Safety Signages made of zinc And Paise cm
sulphide based glow in the dark Four Only
rigid sheet with high luminous
property enclosed in a transparent
weather proof U/V stabilized
plastic pasted on 2mm/ 3 mm
thick clear acrylic sheet/ACP
sheet such as EXIT,
EMERGENCY EXIT, DO NOT
USE LIFT IN CASE OF FIRE,
FLOOR MARKINGS, FIRE LIFT,
STAIRCASE EXIT, FIRE
HYDRANT POINT, FIRE
EXTINGUISHER, FIRE ALARM
CALL POINT etc.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
181 600.00 Supply, installation, testing and 346.83 Rupees No
commissioning of Fire Sprinkler Hundred
standard ISI, 57 degree Eighty Three
182 44.00 Supplying and fixing On/Off push 969.10 Rupees Nine No
buttons with with pipe & 4c x 1 sq. Sixty Nine
mm cable wiring on each floor etc. Ten Only
183 2.00 Supplying and installing Fire 46460.00 Rupees No
Alarm System (Conventional Type Forty Six
Panel) mannual call point, hutter, Thousand
on-off switch complete installation Four
and fitting with labour etc Hundred
complete. Sixty Only
184 44.00 Providing & Fixing SS 304 ball 969.10 Rupees Nine No
valve of 25 mm dia. of approved
brand as directed by Engineer in And Paise
185 20.00 Fire Proof cable for Fire pump to 252.50 Rupees Two Rmt
fire pannel 10 Sqm x 6 C. Fifty Two
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
186 4.00 Supplying & Installation pressure 2188.11 Rupees Two No
gauge of 150 mm dia. 0-21 One
Kg/cm2 fitted with 12/15 mm Hundred
dia pad cock valve and G.I. elbow And Paise
etc. complete as required.
187 4.00 Supply and installation of Gun 1363.50 Rupees One No
Metal Air Release Valve with all Three
accessories etc. complete as Hundred
required. And Paise
188 6.00 Supply, installation, testing and 12625.00 Rupees No
commissioning of Foot valve with Thousand
necessary Fittings etc. complete. Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
189 2.00 Making all liasoning work, 50500.00 Rupees Fifty Job
Consultancy work for getting Thousand
provisional & Final CFO, NOC, Five
as filling necessary applications,
submission of forms for
approval to the municipal
authorities, depositing and making
channels for the necessary fees
and other amounts as required for
getting the premises / installations
inspected and approved and all
other formalities required till the
sewer / storm water connection is
obtained. All the expenses
incurred in this regard shall be
borne by the Contractor, except
for the payments to be made for
any security deposits which will be
reimbursed on production of
original voucher.
190 4.00 Basket Type Strainer.(Make: 38077.00 Rupees No
worth valve, Normex) upto Thirty Eight
150mm dia Basket Type Thousand
Strainer.(Make: worth valve, Seventy
Normex) Seven Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
191 2.00 Supplying, Installation, Testing 223210.00 Rupees Two No
and Commissioning of Control Lakh(s)
Panel suitable fire fighting pump. Twenty
suitable for All Pumps(Electrical
+Jockey + Diesel Engine Pump)
for auto start and stop of main Hundred Ten
pump with the provision of push Only
buttons for manual stop.
192 2.00 Providing, fixing, testing & 222200.00 Rupees Two No
commissioning of Electrical Motor Lakh(s)
Driven Main Pump of centrifugal Twenty Two
horizontal end suction type with
gland packing and capacity of Hundred
2280LPM@80Mtr Head.The Only
pump shall be coupled to TEFC
motor of suitable HP & speed and
complete set shall mounted on
common base frame . The quoted
rate shall includes providing &
fixing of coupling, coupling
gaurd,matching flanges for
suction & delivery side,
Foundation bolts and foundation
as recommended by manufacturer
etc. (Hydrant + Sprinkler Pump)
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
193 2.00 Providing, fixing, testing & 161448.50 Rupees One No
commissioning of Electrical Motor Lakh(s) Sixty
Driven Jockey Pump capacity One
of180LPM/ Hour@80Mtr
Head.The pump shall be coupled Hundred
to TEFC motor of suitable HP & Forty Eight
speed and complete set shall And Paise
mounted on common base frame . Fifty Only
The quoted rate shall includes
providing & fixing coupling,
coupling gaurd,matching flanges
for suction & delivery side,
Foundation bolts etc.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
194 2.00 Supplying, Installation, Testing 660439.00 Rupees Six No
and commissioning of Diesel Lakh(s) Sixty
Engine driven fire pump suitable Thousand
for automatic operation and Four
consisting of following: Horizontal
type, centrifugal End Suction
pump of cast iron body & bronze
impeller , mechanical seal to
ensure a minimum pressure of
kg / sq.cm. at highest and farthest
outlet at specified flow of
LPM@ 80M. head conforming to
IS 1520. The pump shall be
coupled to TEFC motor of suitable
HP & speed and complete set
shall mounted on common base
frame with , coupling, coupling
guard, foundation bolts etc. as
195 44.00 Providing and fixing orifice plate 1111.00 Rupees One No
on fire hydrant valve including Thousand
jointing materials having suitable
base for reducing the pressure Eleven Only
hydrant outlet etc as directed. .
196 44.00 Supplying installation, Testing & 757.50 Rupees No
Commissioning of 15 mm dia gun
metal ISI mark gate valve with 25 Fifty Seven
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
197 200.00 Providing and fixing sprinkler 3030.00 Rupees No
system in Basement / Parking as Three
per current Prevaling Norms Thousand
complete with necessary dia. pipe Thirty Only
line network with all sizes of pipe
from 150 mm to 25 mm with
degree sprinkler and Sluice valve/
Butterfly valve & drain valve with
supports of sprinkler hangers with
bullets & studs of 10 mm and
mm including painting the pipe
line with redoxide and two coat
red enamal paint of approved
198 300.00 Providing and erecting 252.50 Rupees Two Rmt
XLPE(IS:7098)(I)- 88 ISI Hundred
armoured cable multistrand / Solid Fifty Two
Copper conductor for 1.1 KV. to And Paise
be laid on wall with necessary Fifty Only
clamps or in existing trench / pipe
at road crossing or floor of
following size of cables. 4c x
199 300.00 Supplying of Armored Aluminum 353.50 Rupees Rmt
cable PVC Insulated Approved Hundred
mark 3C x 35 sq mm cable. And Paise
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
200 12.00 Providing, fixing, testing and 3413.80 Rupees No
commissioning of Pressure Three
Gauge 100 mm dial with cock & Thousand
accessories for pumps.The Four
pressure gauge shall be approved
type. The Gauges with cock shall
be constructed of die cast Only
aluminium & stove enameled. The
Gauge shall be of stainless steel
201 4.00 Providing, fixing, testing and 4070.30 Rupees Four No
commissioning of Pressure Thousand
switches of diaphram operated Seventy And
SPDT type whether IP66 suitable Paise Thirty
range (12 kg/cm² to 1 kg/cm²) for Only
pump sets with Ball valves,
Fittings like unions / collars /
202 2.00 Providing, fixing, testing and 15099.50 Rupees No
commissioning Air vessel / Fifteen
PRIMING TANK fabricated from Thousand
suitable material with supporting Ninety Nine
legs, outside painted with one
coat of primer and two coats of
synthetic enamel paint of
approved shade,complete with
one 25mm dia connection from
pump delivery, one 25 mm drain
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
203 25584.00 Application fees for fire saftey 8.42 Rupees Sqm
certificate approval as per building Eight And
plan for residential building . Two Only
204 16.00 Supplying, Installing, Testing & 4040.00 Rupees Four No
commissioning of Modular type Thousand
(Automatic) fire extinguishers of 5 Forty Only
kg/Capacity with ISI mark (IS
15683 ) etc as irected
205 200.00 Fire Proof armed cable for Fire 808.00 Rupees Rmt
system 1.5 Sqm x 2 C.(Alaram) Hundred
206 200.00 Fire Proof armed cable for Fire 101.00 Rupees One Rmt
system 1.5 Sqm x 3 C. One Only
207 17.00 Providing and casting in situ 3523.13 Rupees Cum
ordinary cement concrete M.100 Three
for R.C.C. work in piers
abutment and R.C.C. return as Hundred
per drawing including centering Twenty
shuttering scaffolding where Three And
necessary laying vibrating Thirteen
curing and finishing complete. Only
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
208 28.00 Constructing cattle trap made 5999.30 Rupees Five Sqm
from ISMC 100 border and G.I. Thousand
pipe 50 mm dia HEAVY DUTY Nine
at 12 cm spcaing by welding Hundred
and for support 2 Nos I.S.M.C.
100 x 75 x 6 section Fixing in Thirty Only
prepard chamber as per drawing
by necessary arrangement etc.
209 300.00 Providing and fixing Concertina 441.37 Rupees Four Rmt
Razor Blade Wire fencing of Hundred
450mm to 750 mm Dia. (before Forty One
Stretch size)with all accessories And Paise
etc complete and fixing on Thirty Seven
existing or new angle as direction Only
and approval by engineer
210 1200.00 Providing & fixing Barbed wire on 31.25 Rupees Rmt
existing post/ new post with G.I Thirty One
staples including all tools , plant
and labour charges etc as per Only
direction of engineer incharge.
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
211 169.00 Provdg. & laying 60 X 60 cm. 992.66 Rupees Nine Sqm
hand dressed polished Blue kota Hundred
stone slab flooring over 20 mm Ninety Two
(average) th. base if cement And Paise
mortar 1:6 (1 cement : 6 coarse
sand) or L.M. 1:1.5 laid over and
jointed with grey cement slurry
mixed with pigment to match the
shade of slab incl. Rubbing &
polishing, Spacer and edge
moulding of sides etc. complete.
(A) 25 mm thick.
212 100.00 Providing and laying in trenches 1152.11 Rupees One Rmt
galvanized mild steel tubes One
(medium grade) of 100 mm dia Hundred
nominal bore tube fitting. And Paise
213 1443.00 Labour for spreading and mixing 70.70 Rupees Cmt
loam or clay soil or river silt evenly Seventy And
over excavated area and levelling
the same after breaking clods etc. Only
214 722.00 Providing Farm Yard Manure of 292.90 Rupees Two Cmt
approved quality on site. Ninety Two
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
215 722.00 Labour for spreading and mixing 80.80 Rupees Cmt
the manure evenly with top 8 to Eighty And
10 C.M. of prepared area at the Paise Eighty
rate of 5 Cu.m. per 100 Sq.m. Only
area (Rate for 1 Cu.m. of
216 2098.00 LAYING OUT LAWN; After 90.90 Rupees Sqm
excavating soil up to 30 cm. Ninety And
depth, preparing soil for planting Paise Ninety
by supplying and mixing Farm Only
Yard Manure at the rate of
Cu.m. per 100 Sq.mt. area,
providing and planting suckers of
pure dharo (doob) grass roughly
at 10 cm. x 10 cm. distance and
maintaining till well established
etc. complete (about 45 days)
217 460.00 RAISING FLOWER BEDS OR 101.00 Rupees One Sqm
LIVE EDGING; After excavating Hundred
soil up to 30 CM. preparing soil for One Only
planting by supplying and mixing
Farm Yard Manure at the rate of
Cu.m. per 100 Sq.mt. area,
providing & planting well grown
decorative flower plants of
specified varieties at proper
distance and maintaining till well
established (about 45 days)
Quantities Estimated Rate Total amount
Quantities Estimated Rate Total amount
Item according to
may be Item of Work Unit
No. In Figure estimated
more or In words
Rs. Ps. quantities
218 40.00 Laying of well grown Bottle Palm 1515.00 Rupees One No
plant about 5' to 6' height; After Thousand
excavating proper pit, preparing Five
soil for planting by supplying and Hundred
mixing Farm Yard Fifteen Only
Manure,planting at specified
distance and maintaining till well
established etc. complete (about
(Civil Items) Total A Rs.
219 1632.00 Point wiring for Light / Bell with 2- 611.91 Rupees Six Pt.
1.5 sq.mm & earth wire of 1.5 Hundred
sq.mm (Green) both are of ISI Eleven And
marked 1.1 kV grade FRLSH PVC Paise Ninety
insulated multi strand copper wires One Only
up to 10 mtr length , in below type
of pipe erected with 6A Modular
type switch / bell push &
accessories and earth continuity of
following type, erected on PVC /
Metallic/ Wooden box, single
mounting base frame covered with
textured/ metallic/ white front plate
modules erected on / in wall /
ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose
/ H.D. Connector as directed.(f) with
medium class Rigid PVC pipe and
accessories erected concealed in
wall/ceiling complete Cat. III (5%
Added for FRLSH WIre/Cable)
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001-PQ (D1 Cat and C-Cat Tower).pdf
002-PQ GR.pdf
003-SBD Document (D1 Cat and C-Cat Tower).pdf
004-Eligibility Criteria (D1 Cat and C-Cat Tower).pdf
005-Schedule-B (D1 Cat and C-Cat Tower).pdf
006-Specification Index.pdf
007-Specification.pdf
008-Special Condition for Fire Fighting.pdf
009-Make list.pdf
010-GR as per SBD (12-01-2024)-Navrangpura.pdf
011-Standards for Cement Con. Dt.11-5-2017.pdf
012-Single Tender GR Dt.18-2-2017.pdf
013-Tender Negotiation Dt.08-06-2018.pdf
014-Testing Schedule Dt.24-10-1994.pdf
015-GR Regarding Laplength in Reinforcement Dt.15-2-2017.pdf
016-FD Circular No 1097 GST Dt.15-9-2018.pdf
017-Registration Mandatory Dt.3-9-2016.pdf
018-Tender Reinvite Guideline Dt.25-8-2015.pdf
019-E-Tendering-Tender Fee and EMD Dt18-1-2008.pdf
020-E-Tendering-Tender Fee and other doc Dt.27-11-2008.pdf
021-Payment through RTGS-NEFT Dt.30-4-2018.pdf
022-RMC (Dt.15-07-2023)for above 5 cr works.pdf
023-COMPUTERISED MB GR Dt.1-2-2017.pdf
024-Bond-Colour.pdf
025-Bond-Water proofing.pdf
026-Bond-Antitermite.pdf
027-Bond-FRP Door.pdf
028-Mix Design Condition.pdf
029-Performance Bond and Bitumen date (1).pdf
030-GR Dt.17-3-2026.pdf
031-15 year lift amc GR.pdf
032-GTS Booklet-192 Pg.pdf
033-Material Testing (D1 Cat and C-Cat Tower).pdf
034-Annexure-2 Lift (D1 Cat and C-Cat Tower).pdf
035-Condition for Nominated Contractor A-Class.pdf
036-Lift AMC Condition-PART IV After Price BID.pdf
037-lift GR Ch-1 type 112 (2 Tower)24.07.26.pdf
038-MOU-Draft.pdf
041-E Tender Notice-15 of 2026-2027.pdf
039-Scope of Work (D1 Cat and C-Cat Tower).pdf
040-Special Condition for Elect works.pdf
042-Drawing-1.pdf
043-Drawing-2.pdf
044-Drawing-3.pdf
045-Drawing-4.pdf
046-Drawing-5.pdf
047-Drawing-6.pdf
048-Drawing-7.pdf
049-Drawing-8.pdf
050-Drawing-9.pdf
051-Drawing-10.pdf
052-Drawing-11.pdf
053-Drawing-12.pdf
054-Drawing-13.pdf
055-Drawing-14.pdf
056-Drawing-15.pdf
057-Drawing-16.pdf
058-Drawing-17.pdf
059-Drawing-18.pdf
060-Electrical Specification (1-15).pdf
061-Electrical Specification (16-30).pdf
062-Electrical Specification (31-40).pdf
063-Electrical Specification (41-47).pdf
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