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Tender ID
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
20 Mar 2026, 6:00 pmClosed
Executive Engineer, Ahmedabad Medical (R&B) Division, Ahmedabad
Construction of Sarkari Chavdi at Chandlodiya, Dist. Ahmedabad. (2nd attempt)
284330
18 of 2025-2026 (Short Tender Notice)
Open
Civil Works - Buildings
Works
Ahmedabad
7 documents required · 7 mandatory
₹3,600
Yes
Executive Engineer, Ahmedabad Medical (R and B) Division, Ahmedabad
₹1.1 L
Yes
9 Mar 2026
9 Mar 2026
9 Mar 2026
20 Mar 2026
9 Mar 2026
No. But may be In Figure Estimated
more or less In words Quantity
1 Clearing and grubbing road land including uprooting rank 1.00 Hector 28393.03 Rupees Twenty Eight
vegetation grass bushes, shrubs, sapling and trees girth upto Thousand Three
Hundred Ninety Three
300 mm removal of stumps of trees cut earlier and disposal and Three Paise Only
of unserviceable materials
(C.) By mechanical means in area of light jungle
2 Earth work for embankment including breaking clods, 110.94 Cu.M. 161.21 Rupees One Hundred
dressing, with all, lead and lift (excluding watering and Sixty One and Twenty
One Paise Only
consolidation)
(E) From borrow area within 3 Km. lead
3 Rolling & watering of earthwork in layers with vibratory roller 110.94 Cu.M. 19.45 Rupees Nineteen and
including filling in depressions which occurs during the Forty Five Paise Only
4 Excavation for foundation upto 1.50 mt depth including 635.00 Cu.M. 117.08 Rupees One Hundred
sorting out and stacking of useful materials and disposing the Seventeen and Eight
Paise Only
excavated stuff upto 50 mt lead
(A) Loose or soft soil.
5 Excavation for foundation 1.50 mt to 3.00 mt depth including 228.00 Cu.M. 162.38 Rupees One Hundred
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
sorting out and stacking of useful materials and disposing the Sixty Two and Thirty
excavated stuff upto 50 mt lead Eight Paise Only
(b) Dense or hard soil
6 Excavation for foundation 3.00 mt to 5.00 mt depth including 21.00 Cu.M. 285.73 Rupees Two Hundred
sorting out and stacking of useful materials and disposing the Eighty Five and
Seventy Three Paise
excavated stuff upto 50 mt lead Only
(B) Hard Murrum.
7 Filling available excavated Earth (Excluding Rock ) in trench 634.00 Cu.M. 130.39 Rupees One Hundred
plinth side of foundation . in layer not excluding 20 cm in Thirty and Thirty Nine
Paise Only
depth consolidation each deposited layer by ramming and
watering etc. complete
layer of 20 cm in thickness including ramming watering and Eighty Nine and Six
Paise Only
consolidating etc. complete
9 Filling in plinth with sand under floors including watering 174.00 Cu.M. 460.19 Rupees Four Hundred
ramming, consolidating and dressing complete Sixty and Nineteen
Paise Only
10 Carrying out plinth treatment to post construction / existing 301.00 Sq.Mt. 105.95 Rupees One Hundred
structure by spraying chemical solution for termite control Five and Ninety Five
Paise Only
treatment including labour and material consistent with I.S.I
specification. Using Chlordene and Chiorpurfiles 20 EC. As
Per 6131_paret-II Concentration Weight one percent is
recommended i.e. one litre 20 EC chemical emulsion with
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
litre give 1 % concentration inclusive of one litre chemical
emulsion application at the rate of 5 Litre chemical / Sqm of
surface is recommended as per I.S
11 Providing and laying controlled cement concrete M-150 and 30.00 Cu.M. 3910.10 Rupees Three
curing complete including the cost of form work and Thousand Nine
Hundred Ten and Ten
reinforcement for reinforced concrete work in : Paise Only
(a) Foundations, footings Bases of columns and the like and
Mass concrete.
12 Providing and laying controlled cement concrete M-250 and 61.00 Cu.M. 4644.99 Rupees Four
curing complete including the cost of form work but excluding Thousand Six
Hundred Forty Four
the cost of reinforcement for reinforced concrete work and Ninety Nine Paise
in foundation footings, base of columns and mass concrete. Only
13 Providing and laying controlled cement concrete M-200 and 4.00 Cu.M. 4381.38 Rupees Four
curing complete including the cost of form work but excluding Thousand Three
Hundred Eighty One
the cost of reinforcement for reinforced concrete work and Thirty Eight Paise
in foundation footings, base of columns and mass concrete. Only
14 Providing and laying controlled cement concrete M-250 and 15.00 Cu.M. 8587.02 Rupees Eight
curing complete including the cost of form work but excluding Thousand Five
Hundred Eighty
the cost of reinforcement for reinforced concrete work Seven and Two Paise
in Columns, pillars posts and struts G.FLOOR upto plinth Only
15 Providing and laying cement concrete 1:3:6 (1 cement : 3 136.00 Cu.M. 3005.76 Rupees Three
coarse sand : 6 stone aggregates 40 mm. nominal size) and Thousand Five and
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
curing complete excluding cost of from work in :(a) Seventy Six Paise
Foundation and plinth Only
16 Providing and laying controlled cement concrete M-200 and 19.00 Cu.M. 8551.67 Rupees Eight
curing complete including the cost of form work but excluding Thousand Five
Hundred Fifty One
the cost of reinforcement for reinforced concrete work and Sixty Seven
in Columns, pillars posts and struts G.FLOOR Paise Only
17 Providing and laying controlled cement concrete M-200 and 5.00 Cu.M. 8591.92 Rupees Eight
curing complete including the cost of form work but excluding Thousand Five
Hundred Ninety One
the cost of reinforcement for reinforced concrete work and Ninety Two Paise
in Columns, pillars posts and struts F.FLOOR Only
18 Providing and laying controlled cement concrete M-250 and 45.00 Cu.M. 6227.66 Rupees Six Thousand
curing complete including the cost of form work but excluding Two Hundred Twenty
Seven and Sixty Six
the cost of reinforcement for reinforced concrete work Paise Only
in Plinth BEAMS
19 Providing and laying controlled cement concrete M-150 and 46.00 Cu.M. 4183.42 Rupees Four
curing complete including the cost of form work but excluding Thousand One
Hundred Eighty Three
the cost of reinforcement for reinforced concrete work and Forty Two Paise
in Plinth Slab Only
20 Providing and laying controlled cement concrete M-200 and 34.00 Cu.M. 6622.57 Rupees Six Thousand
curing complete including the cost of form work but excluding Six Hundred Twenty
Two and Fifty Seven
the cost of reinforcement for reinforced concrete work Paise Only
in BEAMS Ground Floor
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
21 Providing and laying controlled cement concrete M-200 and 7.00 Cu.M. 7486.12 Rupees Seven
curing complete including the cost of form work but excluding Thousand Four
Hundred Eighty Six
the cost of reinforcement for reinforced concrete work and Twelve Paise
in Lintels Ground Floor Only
22 Providing and laying controlled cement concrete M-200 and 3.00 Cu.M. 8185.04 Rupees Eight
curing complete including the cost of form work but excluding Thousand One
Hundred Eighty Five
the cost of reinforcement for reinforced concrete work and Four Paise Only
in Chhajjas including finishing the exposed surfaces with
cement mortar 1:3 (1cement :3 fine sand) to give a smooth
surface {Flat / Round shape as per drawing} Ground Floor
23 Providing and laying controlled cement concrete M-200 and 52.00 Cu.M. 6202.41 Rupees Six Thousand
curing complete including the cost of form work but excluding Two Hundred Two
and Forty One Paise
the cost of reinforcement for reinforced concrete work Only
in Slab Ground Floor
24 Providing and laying controlled cement concrete M-200 and 10.00 Cu.M. 6851.84 Rupees Six Thousand
curing complete including the cost of form work but excluding Eight Hundred Fifty
One and Eighty Four
the cost of reinforcement for reinforced concrete work Paise Only
25 Providing and laying controlled cement concrete M-200 and 2.00 Cu.M. 6906.38 Rupees Six Thousand
curing complete including the cost of form work but excluding Nine Hundred Six and
Thirty Eight Paise
the cost of reinforcement for reinforced concrete work Only
in Wall First Floor
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
26 Extra for Cement Consumption in case of Higher Grade for 10.00 MT 5286.34 Rupees Five
RCC Works. Thousand Two
Hundred Eighty Six
and Thirty Four Paise
27 Providing T M T. bar reinforcement of Fe-500D for R.C.C. 30050.00 Kg. 76.24 Rupees Seventy Six
work including bending binding and placing in position and Twenty Four
Paise Only
complete up to All floor Level
28 Providing T M T. bar reinforcement of Fe-500D for R.C.C. 2100.00 Kg. 76.21 Rupees Seventy Six
work including bending binding and placing in position and Twenty One
Paise Only
complete at Ground Level
29 Providing and laying Brick work using common Brunt clay 54.00 Cu.M. 4021.02 Rupees Four
building bricks having crushing strength not less than 35 Thousand Twenty
One and Two Paise
Kg./Sq.cm.. In foundation and plinth in cement mortar 1:6 Only
(1cement : 6 fine sand)
(b) Conventional
30 Providing and laying Brick work using common Brunt clay 58.00 Cu.M. 4295.99 Rupees Four
building bricks having crushing strength not less than 35 Thousand Two
Hundred Ninety Five
Kg./Sq.cm.. In super structure above plinth level upto floor and Ninety Nine Paise
two level in cement mortar 1:6 (1cement : 6 fine sand) Only
(b) Conventional {Ground Floor }
31 Providing and laying Brick work using common Brunt clay 23.00 Cu.M. 4336.18 Rupees Four
building bricks having crushing strength not less than 35 Thousand Three
Hundred Thirty Six
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
Kg./Sq.cm.. In super structure above plinth level upto floor and Eighteen Paise
two level in cement mortar 1:6 (1cement : 6 fine sand) Only
(b) Conventional {First Floor }
32 Providing and laying Half brick masonry in common brunt 203.00 Sq.M. 716.53 Rupees Seven
clay building bricks having crushing strength not less than 35 Hundred Sixteen and
Fifty Three Paise Only
Kg./Sq.cm.. In cement mortar 1:3 (1cement : 3 coarse sand)
with 2 Nos. of 6 mm. Diameter mild steel round bars after
every three coarse embedded in cement mortar in super
structure above plinth level GROUND FLOOR
33 Providing and fixing DOUBLE SHUTTER PIVOTED DOOR 7.00 Sq.Mt. 8519.35 Rupees Eight
using anodized aluminum section frame equivalent to jindal Thousand Five
Hundred Nineteen
door section no 19552 - weight not less than 1.1 kg / mt. with and Thirty Five Paise
wooden inserts for durable grip of door hinges. (frame size Only
38mmx 63.5 mm.), Shutters made from 5 cm x 15 cm Styles
and 6 nos. of 5 x 5 cm TW Rails covered with 6 mm thick
Waterproof Plywood with both size Decorative 1 mm thick
Laminated, pattern and design is to be approved by the
Architect, with Stainless Steel handle size 60 Cm Long,
Tower Bolt size 15cm, & Heavy Stainless steel Aldrop as per
detailed drawing / as directed
34 Providing and fixing 38 mm thick SINGLE SHUTTER FLUSH 15.00 Sq.Mt. 4261.19 Rupees Four
DOOR using anodized aluminum section frame equivalent to Thousand Two
Hundred Sixty One
jindal door section no 19552 - weight not less than 1.1 kg / and Nineteen Paise
mt. with wooden inserts for durable grip of door hinges. Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
(frame size 38mmx 63.5 mm.), Shutters with both size
Decorative 1 mm thick Laminated, pattern and design is to
be approved by the Architect, with Stainless Steel handle
size 30 Cm Long, Tower Bolt size 15cm, & Heavy Stainless
steel Aldrop as per detailed drawing / as directed.
35 Providing and fixing FRP frame size 100x50 mm and 35mm 7.00 Sq.Mt. 2019.98 Rupees Two
thick FRP shutter with wood grain raised panneled design Thousand Nineteen
and Ninety Eight
finish shutter having extra reinforcement on sides & edges in Paise Only
Gel coat finish. The core of the shutter & frame is to be filed
up with injected polyurethene foam done in situ alongwith
embedded wooden pieces for stiffening & also taking hinges
& fintures. The whole FRP frame & shutter is to be water
proof weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S hinges with
fastener sleeve & alluminium fixtures & fastenings.
36 Providing and fixing colour anodised Alluminium Section 15.00 Sq.Mt. 4287.45 Rupees Four
SLIDING window (Three Track) using Jindal E Series { 30 Thousand Two
Hundred Eighty
mm} or euivalent section shutter top & bottom- 20993, 0.839 Seven and Forty Five
Kg. / Rmt. shutter inter lock-20550, 0.994 Kg. / Rmt. shutter Paise Only
side (handle) - 20549, 0.809 Kg. / Rmt. frame-bottom with
Weep Hole - 20928, 2.032 Kg. / Rmt. frame top & side -
20837, 1.197 Kg. / Rmt. using Three Shutter 5 mm thick
transperant Titned Float glass,, rubber gasket, air lock strip
and finishing joints with silicon sealant, with standard
extruded colour anodized aluminum coated fittings and
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
fixture & fasteing etc complete. {Colour as directed by
Engineer in charge except black & Alluminum section shall
be Jindal or equivalent brand and glass of Modiguard, AIS or
equivalent brand}
37 Providing and fixing colour anodised Alluminium Section 33.00 Sq.Mt. 3739.02 Rupees Three
SLIDING window (Two Track) using Jindal E Series { 30 mm} Thousand Seven
Hundred Thirty Nine
or euivalent section shutter top & Lock Rails - 21675 (0.766 and Two Paise Only
kg/m), Bottom Rail - 20772 (0.948 kg/m), shutter inter lock-
20550 (0.994 kg/m), shutter side (handle) - 20553 . frame-
bottom with Gutter- 20878, 1.906 Kg. / Rmt. frame top & side
- 20877, 1.685 Kg. / Rmt. using Two Shutter 5 mm thick
transperant Titned Float glass, rubber gasket, air lock strip
and finishing joints with silicon sealant, with standard
extruded colour anodized aluminum coated fittings and
fixture & fasteing etc complete. {Colour as directed by
Engineer in charge except black & Alluminum section shall
be Jindal or equivalent brand and glass of Modiguard, AIS or
equivalent brand}
38 Providing and fixing standared extruded of alluminium 3.00 Sq.Mt. 3183.52 Rupees Three
section of size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Thousand One
Hundred Eighty Three
Kg/mt with colour anodized alluminium frame Jindal Section and Fifty Two Paise
No. 21458 for ventilation with 5 mm thick frosted glass/ bajri Only
figured glass Louvers, rubber gasket, air lock strip and
finishing joints with silicon sealant, with standard extruded
colour anodized aluminum coated fittings and fixture &
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
fasteing etc complete for Ventilation {Colour as directed by
Engineer in charge except black & Alluminum section shall
be Jindal or equivalent brand and glass of Modiguard, AIS or
equivalent brand}
39 Providing and fixing Safety grills of required pattern for 1690.00 Kg. 107.36 Rupees One Hundred
windows / Door using 12 mm dia M.S polished bars and Seven and Thirty Six
Paise Only
Rectangular CRC pipes of size 50 x 30 x 2mm at required
spacing or as per design and hold fasting with coach bolts
including one coat of primer and two coats of Matt finished oil
painting etc complete.
40 Providing and laying Machine cut, Free edges, Machine 47.00 Sq.Mt. 2722.96 Rupees Two
polished Granite stone slab 18 mm (Average) thick {Single Thousand Seven
Hundred Twenty Two
piece not more than 150 cm } for stair steps and riser as per and Ninety Six Paise
design incl. full moulded round front edge & 1 cm nosing & Only
necessary grove on trade of steps laid on 20 mm thick
cement mortar 1:6 (1 -cement : 6 coarse sand ) jointed
with grey cement slurry including rubbing and polishing etc.
41 Providing and laying Machine Cut, Machine polished 7.5 cm 11.00 Sq.Mt. 2328.05 Rupees Two
wide 18-20 mm thick Granite stone stone strip flooring over Thousand Three
Hundred Twenty Eight
20 mm. (average) thick base of cement mortar 1:6 (1 cement and Five Paise Only
: 6 coarse sand ) and laid over and jointed with grey cement
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
42 Providing and laying 600 mm x 600 mm Soluble Salt Vitrified 185.00 Sq.Mt. 1625.09 Rupees One
8 to 10 mm thick tile flooring over 20mm (ave) base of C.M. Thousand Six
Hundred Twenty Five
1:6 on new surface and jointed with colour cement-slurry, and Nine Paise Only
and provding and filling the joint with epoxy grout 3 mm width
and 8 to 10 mm deep, including cost of necessary materials,
PVC spacers, filling grout and cleaning etc complete as
directed by engineer in charge. { Colour and Pattern as
directed by engineer in charge.}
43 Providing and laying Soluble Salt Vitrified Tiles 10 mm thick 5.00 Sq.Mt. 1576.61 Rupees One
in skirting risers of steps and dedo on 10 mm thick cement Thousand Five
Hundred Seventy Six
plaster 1:3 (1 Cement : 3 coarse sand) and jointed with white and Sixty One Paise
cement slurry. {MATCH TO FLOORING} Only
44 Providing and laying 600 mm x 600 Antiskid Procelain Tiles 22.00 Sq.Mt. 1688.72 Rupees One
in flooring treads of steps and landing laid on a bed of 12mm Thousand Six
Hundred Eighty Eight
thick cement mortar 1:3 (1-cement : 3-coarse sand ) , and and Seventy Two
provding and filling the joint with epoxy grout 3 mm width and Paise Only
8 to 10 mm deep, including cost of necessary materials, PVC
spacers, filling grout and cleaning etc complete as directed
by engineer in charge. { Colour and Pattern as directed by
engineer in charge.}
45 Providing and laying 30 cm x 30 cm Matt Ceramic Tiles 8 mm 11.00 Sq.Mt. 1397.83 Rupees One
thick {approved or equivalent brand} flooring over 20 mm Thousand Three
Hundred Ninety
{average} base of cement mortar 1:6 {1 cement : 6 coarse Seven and Eighty
sand} on new surface including finished with flush pointing & Three Paise Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
cleaning the surface etc. complete as per Colour, shade and
Pattern approved by engineer in charge.
46 Providing and laying Digital Printed Glazed tiles of the size 219.00 Sq.Mt. 1441.22 Rupees One
300 mm x 600 mm x 8 mm in skirting, risers of steps and Thousand Four
Hundred Forty One
dado on 10 mm. thick cement plaster 1:3 (1 cement : 3 and Twenty Two
coarse sand) & jointed with white cement slurry Paise Only
47 Providing and laying white / colour glazed tiles 6mm thick in 12.00 Sq.Mt. 1054.67 Rupees One
skirting risers of steps and dado on 10 mm thick cement Thousand Fifty Four
and Sixty Seven
plaster 1 : 3 (1 cement : 3 coarse sand) pointing in white Paise Only
cement and jointed with white cement slurry
48 Providing and laying white glazed tiles 6mm thick in flooring 65.00 Sq.Mt. 917.25 Rupees Nine Hundred
treads of steps and landing laid on a bed of 12mm thick Seventeen and
Twenty Five Paise
cement mortar 1:3 (1- cement : 3-coarse sand ) finishing with Only
flush pointing in white cement etc. complete
49 Providing and laying Mirror polished Granite stone slab 18 36.00 Sq.Mt. 4468.24 Rupees Four
mm (Average) thick of approved colour with all exposed Thousand Four
Hundred Sixty Eight
edges half round moulded & polished, fixing rear face of and Twenty Four
granite shall be sanded using clean sand sieve No. 10 Paise Only
passed, 2 mm fixed with Araldite For Doors / Windows sill &
Jams Cladding as per design incl. on 10 mm thick cement
mortar 1:3 (1 -cement : 3 coarse sand ) jointed with grey
cement slurry including rubbing and polishing & G.I.
Fasteners as required, etc. complete
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
50 Providing and laying water proofing treatment with China 302.00 Sq.Mt. 1048.15 Rupees One
mosaic tiles flooring over avg 40 mm C.C. 1:2:4 {1 Cement : Thousand Forty Eight
and Fifteen Paise
2 sand : 4 Kapachi / Grit 6 to 12 mm size} bedding for Only
maintaining slope for plain and curve surface & 12 mm to
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.
51 Providing cement vata (10cm. x 10 cm. size) quarter round in 323.00 Rmt 23.68 Rupees Twenty Three
cement mortar 1:1 including neat cement finishing, watering and Sixty Eight Paise
etc. complete.
52 Providing and fixing pre-cast Rubber Dye / steel Dye inter 307.00 Sq.Mt. 686.90 Rupees Six Hundred
locking concrete block Semi Polished surface, exposes the Eighty Six and Ninety
Paise Only
grains of the concrete, removes any concavity or convexity of
the product, and adds character to the Flags or Tiles
(Approved make) 60mm thick with grade of concrete M300
pneumatic 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 guidelines of IRC : SP 63-2018
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
etc. Complete.
53 Providing and fixing pre-cast concrete kerb stone of Gray 78.00 Rmt. 380.19 Rupees Three
cement based concrete block 30cm length, 30cm height and Hundred Eighty and
Nineteen Paise Only
15 cm thick of M 250 grade concrete as per approved design
and including excavation for fixing in proper line and level,
filling the joint with C:M 1:3 (1 Cement : 3 fine sand) etc
54 Providing 20 mm thick double coat mala cement plaster on 415.00 Sq.Mt. 272.48 Rupees Two Hundred
interior brick / concrete work for plastering comprising of Seventy Two and
Forty Eight Paise Only
base coat of 12 mm thick cement plaster in cement mortar (1
Cement : 4 coarse sand) in rough finishing and 8 mm thick
top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trowel including scaffolding curing etc.
GROUND FLOOR
55 Providing 20 mm thick double coat mala cement plaster on 99.00 Sq.Mt. 299.20 Rupees Two Hundred
interior brick / concrete work for plastering comprising of Ninety Nine and
Twenty Paise Only
base coat of 12 mm thick cement plaster in cement mortar (1
Cement : 4 coarse sand) in rough finishing and 8 mm thick
top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trowel including scaffolding curing etc.
FIRST FLOOR
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
56 Providing 10 mm. Thick cement plaster in single coat for 195.00 Sq.Mt. 153.67 Rupees One Hundred
plastering on ceiling and soffits of stairs upto floor two level Fifty Three and Sixty
Seven Paise Only
and finished even and smooth in : (I) Cement mortar 1:3 (1
cement : 3 sand) Ground Floor
57 Applying two coats of acrylic lappy (putty) and two coats of 709.00 Sq.Mt. 40.59 Rupees Forty and
primer of approved brand and manufacture on new wall Fifty Nine Paise Only
surface to give an even shade including thoroughly brushing
the surface free from mortar dropping and other foreign
matter and sand papered smooth.
58 Wall painting ( three coats) with plastic emulsion paint of 709.00 Sq.Mt. 77.97 Rupees Seventy
approved brand and manufacture on wall surfaces to give an Seven and Ninety
Seven Paise Only
even brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
59 20 mm. Thick Double Coat sand faced cement plaster on 771.00 Sq.Mt. 336.91 Rupees Three
walls upto All height above ground level consisting of 12 mm. Hundred Thirty Six
and Ninety One Paise
Thick backing coat of c.m. 1:3 (1 cement : 3 sand) and 8 mm. Only
Thick finishing coat of c.m. 1:1 (1 cement : 1 sand) including
making groove 18 mm wide and 10 mm deep as approved
pattern etc. complete as directed.
60 Distempering (two coats) with oil bound wash able distemper 121.00 Sq.Mt. 76.84 Rupees Seventy Six
of approved brand & manufacture and of required shade on and Eighty Four Paise
wall surfaces to give an even shade over & including priming
coat with alkali resistance primer of approved brand after
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
thoroughly brushing the surface free from mortar dropping &
other foreign matter and also preparing the surface even and
61 Providing and fixing chicken mesh jali with square of 12.50 x 201.00 Sq.Mt. 92.92 Rupees Ninety Two
12.50 mm of 25 gauge at junction the Brick masonary and and Ninety Two Paise
reinforcement cement concrete member including fixing
materials scaffolding labour etc. complete
62 Providing 8 - 10 mm wide groove / notch in plaster including 216.00 Rmt. 15.15 Rupees Fifteen and
finishing the same etc. complete for all height. Fifteen Paise Only
63 Finishing wall with weather proof exterior emulsion paint on 870.00 Sq.Mt. 114.53 Rupees One Hundred
wall surface (two coats) to give an required shape even Fourteen and Fifty
Three Paise Only
shade after thoroughly brushing the surface to remove all
dirt, and remains of loose powdered materials. Etc complete
64 Providing 20 mm thick cement plaster in single coat on 21.00 Sq.Mt. 277.40 Rupees Two Hundred
brick / concrete wall for interior plastering up to floor two Seventy Seven and
Forty Paise Only
level finished even and smooth ( ii )Cement mortar 1:3 ( 1-
cement ,3 - sand ) and mixing Recrone - S 5 waterproofing
materials in cement mortar in proportion recommended by
the manufacturer.
65 Providing and fixing concealed center point to wall ceiling & 75.00 Rmt. 166.86 Rupees One Hundred
floor CPVC (SDR 13.5) PIPE having National Sanitation Sixty Six and Eighty
Six Paise Only
Foundation (NSF) seal for potable water of following dia.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
Nominal bore tube fitting and clamps including making good
the wall, ceiling and floor etc. complete.
66 Providing and fixing concealed center point to wall ceiling & 120.00 Rmt. 249.72 Rupees Two Hundred
floor CPVC (SDR 13.5) PIPE having National Sanitation Forty Nine and
Seventy Two Paise
Foundation (NSF) seal for potable water of following dia. Only
Nominal bore tube fitting and clamps including making good
the wall, ceiling and floor etc. complete.
67 Providing and fixing concealed center point to wall ceiling & 75.00 Rmt. 442.04 Rupees Four Hundred
floor CPVC (SDR 13.5) PIPE having National Sanitation Forty Two and Four
Paise Only
Foundation (NSF) seal for potable water of following dia.
Nominal bore tube fitting and clamps including making good
the wall, ceiling and floor etc. complete.
68 Providing and fixing concealed center point to wall ceiling & 60.00 Rmt. 653.77 Rupees Six Hundred
floor CPVC (SDR 13.5) PIPE having National Sanitation Fifty Three and
Seventy Seven Paise
Foundation (NSF) seal for potable water of following dia. Only
Nominal bore tube fitting and clamps including making good
the wall, ceiling and floor etc. complete.
69 Providing laying and jointing in true line and level 15mm dia. 150.00 Rmt. 72.65 Rupees Seventy Two
U.P.V.C. Pipe ( SCH-40) for cold water including fittings and Sixty Five Paise
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
make as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two metre
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.
70 Providing laying and jointing in true line and level 25mm dia. 120.00 Rmt. 91.84 Rupees Ninety One
U.P.V.C. Pipe ( SCH-40) for cold water including fittings and Eighty Four Paise
make as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two metre
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.
71 Providing laying and jointing in true line and level 40 mm dia. 50.00 Rmt. 148.12 Rupees One Hundred
U.P.V.C. Pipe ( SCH-40) for cold water including fittings Forty Eight and
Twelve Paise Only
make as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two metre
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.
72 Providing laying and jointing in true line and level 50 mm dia. 100.00 Rmt. 195.67 Rupees One Hundred
U.P.V.C. Pipe ( SCH-40) for cold water including fittings Ninety Five and Sixty
Seven Paise Only
make as approved by Engineer In Charge. Pipe shall be
fixed on the wall with the help of clamp at every two metre
C/C or shall be concealed as directed including necessary
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
fittings etc. including testing of pipe and joints and fixing the
same with adhesive solvent, including cost of all materials.
73 Providing and fixing to wall, ceiling and floor galvanised mild 25.00 Rmt. 602.70 Rupees Six Hundred
steel tubes (Medium grade) of the following nominal bore, Two and Seventy
Paise Only
tube, fittings and clamps included making good the wall,
ceiling and floor.
74 Providing and fixing to wall, ceiling and floor galvanised mild 25.00 Rmt. 397.87 Rupees Three
steel tubes (Medium grade) of the following nominal bore, Hundred Ninety
Seven and Eighty
tube, fittings and clamps included making good the wall, Seven Paise Only
ceiling and floor.
75 Providing and fixing to wall, ceiling and floor galvanised mild 40.00 Rmt. 246.57 Rupees Two Hundred
steel tubes (Medium grade) of the following nominal bore, Forty Six and Fifty
Seven Paise Only
tube, fittings and clamps included making good the wall,
ceiling and floor.
76 Providing and Fixing 50mm dia. Hex. type Bronze Gate Valve 2.00 Nos. 4315.73 Rupees Four
including fixing in pipe line with material & labour etc. Thousand Three
Hundred Fifteen and
complete as directed by E.I.C. Seventy Three Paise
77 Providing and fixing Heavy Handle valve of approved brand 8.00 Nos. 163.06 Rupees One Hundred
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
& following internal dia of Brass including fixing in pipe lines Sixty Three and Six
etc. Complete (A) 15 mm Dia Paise Only
78 Providing and fixing Heavy Handle valve of approved brand 8.00 Nos. 290.43 Rupees Two Hundred
& following internal dia of Brass including fixing in pipe lines Ninety and Forty
Three Paise Only
etc. Complete (C) 25 mm Dia
79 Providing and fixing Heavy Handle valve of approved brand 4.00 Nos. 417.79 Rupees Four Hundred
& following internal dia of Brass including fixing in pipe lines Seventeen and
Seventy Nine Paise
etc. Complete (E) 40 mm Dia Only
80 Providing and fixing Butterfly valve of approved brand & 4.00 Nos. 901.73 Rupees Nine Hundred
following internal dia of Brass including fixing in pipe lines One and Seventy
Three Paise Only
etc. Complete (A) 50 mm Dia
81 Providing and fixing to wall ceiling floor 10.0 Kg. F/Cm2 100.00 Rmt. 277.43 Rupees Two Hundred
working pressure polythene pipes of approved or equivalent Seventy Seven and
Forty Three Paise
brand for soil waste and ventilating pipes of the following Only
outside dia. low density, complete with necessary fittings
,wall clamps etc including making good the wall ceiling and
82 Providing and fixing to wall ceiling floor 10.0 Kg. F/Cm2 100.00 Rmt. 336.24 Rupees Three
working pressure polythene pipes of approved or equivalent Hundred Thirty Six
and Twenty Four
brand for soil waste and ventilating pipes of the following Paise Only
outside dia. low density, complete with necessary fittings
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
,wall clamps etc including making good the wall ceiling and
83 Providing laying and jointing in true line and level 110 50.00 Rmt. 835.15 Rupees Eight
diameter U.P.V.C. SWR Type B pipe confirming to IS 13592- Hundred Thirty Five
and Fifteen Paise
1992 with one end plain and other end socketed with Only
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 materials.
84 Providing laying and jointing in true line and level 160 100.00 Rmt. 831.22 Rupees Eight
diameter U.P.V.C. SWR Type B pipe confirming to IS 13592- Hundred Thirty One
and Twenty Two
1992 with one end plain and other end socketed with Paise Only
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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
and joints and jointed with adhesive solvent cement including
cost of all materials.
85 Providing and fixing wash basin with bottle trap with union 6.00 Nos. 11810.44 Rupees Eleven
and wall discharge pipe with flanges and cap of approved Thousand Eight
Hundred Ten and
make, 32mm dia GI waste pipe with fittings up to floor trap, Forty Four Paise Only
32mm dia waste coupline with CP chain and rubber plug,
15mm dia Angle Stop Cock - 15mm heavily quality flexible
PVC inlet connecton of required length with brass union,
washer and cap complete in all respects with 15mm dia
pillar tap J including cutting and making good the walls RCC
work as directed and making good the same etc. complete.
(Brand of All parts to be approved by the Engineer In-charge)
86 Providing and fixing Wall Mounted Water Closet EWC Pan - 4.00 Nos. 10751.39 Rupees Ten
with integral "P" and "S" trap including jointing the trap with Thousand Seven
Hundred Fifty One
soil pipe in cement mortar 1:1 (1-cement, 1-sand) of and Thirty Nine Paise
approved brand including seat cover for wash down WC with Only
CP brass hinges and rubber buffers including providing
Litres low level flushing cisten with a "P" pair of CI or MS
bracket with complete fitting such as lead valve Sipron 15mm
dia brass ball valve with polythene float CP brass handle,
unions and couplings for connection with inlet outlet and
overflow pipes 40mm dia porcelain enamelled flush bend,
including Health Faucet 3 operated with necessary Flush
Valve of approved make & Angle Stop Cock - including
cutting holes in walls and making good the same connecting
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
the flush bend with cistern and closet etc. complete.(Brand &
Model of All parts to be approved by the Engineer In-charge)
87 Providing and fixing Special Needs Range CRUSE SET, 1.00 Nos. 46199.42 Rupees Forty Six
EWC, 710 x 370 x 810 mm, New Cat No: S1021113 S Trap, Thousand One
Hundred Ninety Nine
S1021114 P Trap, S1060106 Cistern, B1520118 Soft Close and Forty Two Paise
Seat Cover, B1810112 Twin Flush Fittings, S2040101 Wash Only
Basin 510 x 400 mm, F9030451 Spatula Lever basin mixer,
B2210106 Wall mounted Grab bar 600 mm long, B2210106
Wall mounted Grab bar 600 mm long, B2210108 Wall
mounted Hinged rail 750 x 750 {Cera or equivalent} as
directed by Architect Office {SUGAMYA BHARAT Instruction}
88 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain 10.00 Nos. 571.08 Rupees Five Hundred
- 100 mm diameter with jali of the following nominal diameter Seventy One and
Eight Paise Only
of self cleansing design with C.I. screwed down or hinged
grating including the cost of cutting and making good the
89 Providing and fixing C.P. bib cock 15mm φ heavy duty with 4.00 Nos. 653.08 Rupees Six Hundred
cap Fifty Three and Eight
Paise Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
90 Providing and fixing C.P.Brass screw down bib cock with 24.00 Nos. 1277.65 Rupees One
flange polish bright 15mm dia Hindware plaza F-180002 Thousand Two
Hundred Seventy
C.P.brass extension nipple 62mm long etc. complete. Seven and Sixty Five
Paise Only
91 Providing and fixing C.P. brass towel rail complete with C.P. 4.00 Nos. 603.19 Rupees Six Hundred
brass brackets fixed to wooden plugs with C.P. brass Three and Nineteen
Paise Only
screws.(B) 600mm x 20mm size.
92 Providing and fixing toilet paper holder.(A) C.P. Brass 4.00 Nos. 418.68 Rupees Four Hundred
Eighteen and Sixty
Eight Paise Only
93 Providing and fixing SS 304 Soap Dish as directed by 4.00 Nos. 101.00 Rupees One Hundred
Engineer in charge One Only
94 Providing and fixing 600mm x 450mm bevelled edge mirror 4.00 Nos. 833.73 Rupees Eight
of superior glass mounted on 6mm thick A.C. sheet or Hundred Thirty Three
and Seventy Three
plywood sheet and fixing to wooden plug with C.P. brass Paise Only
screws and washers.
95 Providing erecting and fixing double coated ISI water tank of 15000.00 Liter 3.95 Rupees Three and
required capacity complying IS12701 each with all necessary Ninety Five Paise
fittings and connection etc. complete on terrace
96 Providing and fixing S.W. Gully trap with C.I. Grating brick 4.00 Nos. 1292.19 Rupees One
masonry chamber and water tight C.I. Cover with frame of Thousand Two
Hundred Ninety Two
300 mm. X 300 size (inside) with standard weight
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
(I) Square mouth traps (C) 150 mm. X 100 mm size p or R and Nineteen Paise
type Only
97 Constructing brick masonry chamber for under ground C.I. 4.00 Nos. 2932.93 Rupees Two
Inspection chamber and bends with bricks having crushing Thousand Nine
Hundred Thirty Two
strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Cover with and Ninety Three
frame (light duty) 455 mm. X 610 mm. Internal dimensions, Paise Only
total weight of cover with frame to be not less than 38 Kgs.
weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top
slab with 1:2:4 mix(1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm. 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 & bed
concrete etc. complete.
(I) inside dimensions, 455 mm. x 610 mm. And 450 mm.
Deep for single pipe line.
98 Constructing brick masonry chamber for under ground C.I. 6.00 Nos. 3660.76 Rupees Three
Inspection chamber and bends with bricks having crushing Thousand Six
Hundred Sixty and
strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Cover with Seventy Six Paise
frame (light duty) 455 mm. X 610 mm. Internal dimensions, Only
total weight of cover with frame to be not less than 38 Kgs.
weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top
slab with 1:2:4 mix(1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm. 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 & bed
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
concrete etc. complete.
(II) inside dimensions, 500 mm. x 700 mm. And 450 mm.
deep for pipe line with one or two inlets.
99 Constructing brick masonry chamber for under ground C.I. 6.00 Nos. 7180.44 Rupees Seven
Inspection chamber and bends with bricks having crushing Thousand One
Hundred Eighty and
strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Cover with Forty Four Paise Only
frame (light duty) 455 mm. X 610 mm. Internal dimensions,
total weight of cover with frame to be not less than 38 Kgs.
weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top
slab with 1:2:4 mix(1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm. 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 & bed
concrete etc. complete.
(iii) inside dimensions, 600 mm. x 850 mm. And 450 mm.
Deep for with three or more inlet
100 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 2.00 No. 11029.97 Rupees Eleven
cement :2-coarse sand : 4-graded stone aggregate 20mm Thousand Twenty
Nine and Ninety
nominal size) foundation concrete 1:3:6 mix (1-cement : 3- Seven Paise Only
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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
900mm x 1200mm and 1.5M. deep including C.I. cover with
frame size 560mm diameter 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.
101 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 2.00 No. 19330.46 Rupees Nineteen
cement :2-coarse sand : 4-graded stone aggregate 20mm Thousand Three
Hundred Thirty and
nominal size) foundation concrete 1:3:6 mix (1-cement : 3- Forty Six Paise Only
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 diameter 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)
(2) B type depth 1.50 Metre for 150mm diameter sewer.
102 Providing and fixing C.I. Manhole cover 0.60m x 0.45m size 1.00 No. 958.17 Rupees Nine Hundred
having weight not less than 35 kgs. Fifty Eight and
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
Seventeen Paise Only
103 Supplying and fixing reinforced concrete heavy duty non- 120.00 Rmt. 649.92 Rupees Six Hundred
pressure pipes with collars for culverts carrying heavy traffic Forty Nine and Ninety
Two Paise Only
as per IS 458-1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or slopes) of class
NP3 of following internal diameters.
(i) 300mm dia.
104 Providing and fixing AISI 316 Grade stainless steel knock 28.00 Rmt. 3472.81 Rupees Three
down railing system comprising 50mm dia railing fixed on Thousand Four
Hundred Seventy Two
38mm dia SS Balustrade of 845mm height placed at and Eighty One Paise
maximum 1200mm C/C distance along with three SS Only
horizontal mambers of 19mm dia connected at the side of
balustor with SS brackets. The balustrade shall be mounted
on floor with base plate using specially designed anchor
fasteners and concealed by AISI 316 Grade SS base cover
cap (Wall thickness of pipes shall be taken as 1.50mm along
with all visible component developed in high grade SS and
wherever required, joints to be filled with bushings for extra
105 Steel work welded in built up sections, framed work including 9.50 Quintel 8879.92 Rupees Eight
cutting, hoisting, fixing in position and applying a priming coat Thousand Eight
Hundred Seventy
of red lead paint and two coats of Matt finished oil painting Nine and Ninety Two
etc complete. :- Paise Only
(B) In trusses and trussed purlins upto 25 m. span and 15 m.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
overall height.
106 Constructing Sandwich Platform of 18 mm thick Polished 7.00 Sq.Mt. 3314.82 Rupees Three
Black Granite at top and 30 mm thick Kota stone slab flooring Thousand Three
Hundred Fourteen
fitting at bottom with cementing Materials / adhesives and Eighty Two Paise
including making necessary grooves in walls with Vertical Only
Kota stone 30 mm x 2 No sandwich thick every 60 cm
centre to centre including all labour material of approved
quality incl. full moulded round front edge fixed in wall for
partition and jointed with grey cement slurry including rubbing
and polishing etc. complete
107 Providing and fixing in position 300 mm high, 150 mm wide 50.00 Nos. 808.00 Rupees Eight
English / Gujarati letters made from 1.0 mm thick stainless Hundred Eight Only
steel sheet as directed by Engineer-in-charge with all
necessary tools & plants etc. complete.
108 Providing and fixing in position 150 mm high, English / 50.00 Nos. 505.00 Rupees Five Hundred
Gujarati letters made from 1.0 mm thick stainless steel sheet Five Only
as directed by Engineer-in-charge with all necessary tools &
plants etc. complete.
109 Providing and fixing Hilty Bolt 8 x 100mm with drilling in 50.00 Nos. 168.42 Rupees One Hundred
granite door and window frame etc complete as per direction Sixty Eight and Forty
Two Paise Only
of Engineer in-charge.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
110 Providing & fixing of reinforcement bars (reiforcement bars 200.00 Nos. 193.97 Rupees One Hundred
shall be paid extra under relevant item of work ) after drilling Ninety Three and
Ninety Seven Paise
the hole of required diameter & depth, cleanning of the same, Only
providing /filling the hole with Injection Mortar, inserting
reinforcement bar etc. complete as per Manufacturers &
Architects instructions.The work shall be carried out by the
technical workmens/agency approved by the manufacturer
and under technical supervision of Manufacturer of Injection
grout including all materials, tool tackles, labour etc.complete
111 Providing and fixing Urinal of Flat Back - 420 x 395 x 635 mm 5.00 Nos. 2508.84 Rupees Two
including connection with trap , Waste coupling full thread Thousand Five
Hundred Eight and
and with integral longitudinal flush pipe etc completed. Eighty Four Paise
112 Providing and fixing M.S. grills / Gates / M.S. Pipes of 610.00 Kg. 149.48 Rupees One Hundred
required pattern to brick walls / Columns prepared with M.S. Forty Nine and Forty
Eight Paise Only
flats, angles, Square / round bars, square pipes, at required
spacings with necessary hold fasts as per detailed drawing
and fixing brick walls / coping / columns etc. complete
including painting two coat & applying primer coat.
(A) Ornamental Grill
113 Constructing cattle trap made from ISMC 100 border and G.I. 14.00 Sqm 3816.79 Rupees Three
pipe 50 mm dia HEAVY DUTY at 12 cm spcaing by welding Thousand Eight
Hundred Sixteen and
and for support 2 Nos I.S.M.C. 100 x 75 x 6 section Fixing in Seventy Nine Paise
prepard chamber as per drawing by necessary arrangement Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
etc. comp.
114 Providing and fixing RAZOR Coil with Blade 16MM, Clips per 65.00 Rmt 395.92 Rupees Three
Spiral-5, Hot Dipped Galvanized 200 GSM, Tape Thickness Hundred Ninety Five
and Ninety Two Paise
0.50 MM, GI Spring Core Wire 2.60MM Thick {avg weight Only
9.50 Kg / 6 mt}, and 5 Rows of galvanised steel barbed wire
weighing 9.38 Kg. per 100 Metre in M.S. Angle posts 45 mm.
X 45 mm. X 6 mm. and oil painting 3 coats fixed at 3.0 mt.
C/C strained and fixed to posts with G.I. staples, including
fixing posts in compound wall.
115 Providing and fixing Butly adhesive PU Tectile 300 x 300 mm 120.00 SqMt 406.53 Rupees Four Hundred
or as per Required Size, Road marking for Disable parking or Six and Fifty Three
Paise Only
any other which is non washable type and having long
durable nature on RCC or any purpose like specially able
person parking or any other needs as per recent government
standards and norms with all material, colours, tools and
plants and as per instruction and approval of engineer
incharge with all lead and lift.
116 Box cutting the road surface to proper slope and camber for 81.00 Cu.M. 207.40 Rupees Two Hundred
making a base of road work including removing the Seven and Forty
Paise Only
excavated stuff and depositing on the road side slope as
directed upto50 mts, lead.
117 Providing and laying W.B.M. of B.T.M.C. metal of size 45 mm 48.00 Cu.M. 2543.65 Rupees Two
Thousand Five
Hundred Forty Three
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
to 63 mm size including 20% Gritt {Stone screening} & stone and Sixty Five Paise
dust as filler including spreading, watering & consolidation by Only
vibratory roller 80KN to 100KN static weight.
118 Providing and laying in position controlled M-250 grade 36.00 Cu.M. 4541.97 Rupees Four
concrete for C. C. Road and curing including cost of Thousand Five
Hundred Forty One
formwork, compaction and finishing of cement concrete road and Ninety Seven
by trimix vacuum dewatering process on cement concrete Paise Only
road surface by using vacuum dewatering pump, surface
floater, surface vibrator including channelling and making
grooves and rough finish to surface by providing expansion
joints , construction joints and filling of joints with asphalt filler
as directed by Engineer In Charge and as per specification.
119 Providing corrugated PPGL Sheets (0.62 mm thick) roofing 30.00 SqM 841.33 Rupees Eight
fixed with Galvanized iron 'J' or 'L' hooks bolts and nuts 8 m. Hundred Forty One
and Thirty Three
diameter with bitumen and G.I.Limpet washers filled with Paise Only
white lead complete including ridges, gutters etc. excluding
the cost of purlins, rafters and trusses.
(1) 0.62 mm. Thick sheet
120 Providing & laying ISI Mark G.I. Medium Grade pipe size 15.00 Rmt 2418.55 Rupees Two
100 mm dia IS : 1239 / 3589 in position with all fitting Thousand Four
Hundred Eighteen
including flanges, cutting, beveling welding, bending, and Fifty Five Paise
threading, erection and installation with cleaning fixing Only
coating, with fabrication of all types of support with erection
and installation of upper ground pipeline to required level of
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
elevation including hook and piping with equipment including
painting with red oxide and two coat red enamel paint of
approved brand.
121 Providing and fixing 63mm S.S. Single type hydrant valve as 4.00 Nos 7474.00 Rupees Seven
per IS 5290 with ISI marked 75mm inlet and 63mm female Thousand Four
Hundred Seventy
instantaneous coupling rubber washer and cast on hand Four Only
wheel operation with close and open direction as directed
122 Supply,Installation, Testing & Commissioning of First-Aid Fire 2.00 Nos 5992.33 Rupees Five
Hose Reel wall mounting swinging type complete with Thousand Nine
Hundred Ninety Two
drum,bracket, 25 mm dia. Ball valve and 20 mm dia.x 36.5 M and Thirty Three
long high pressure Hose Reel tubing as per IS:444 with Paise Only
stainless steel shut-off nozzle having 5mm dia.orifice.
The Hose Reel shall strictly confirm to IS;884-1985 with
123 Mild steel box hose cabinet of 16 SWG of suitable size with 2.00 Nos 3232.00 Rupees Three
loachking arrangement and 5 mm thick glass panel to Thousand Two
Hundred Thirty Two
accommodate 2 no of hose pipe (15mtr) and 1 no, SS Only
branch pipe etc painting red colors etc as directed. ( all the
fire accessories should be inside hose box )
124 Providing and fixing 63mm reinforced rubber lined RRL fire 4.00 Nos 5555.00 Rupees Five
hose of approved grand conforming to IS 636 type A having Thousand Five
Hundred Fifty Five
brushing pressure of 37.20 kg/sqcms of ISI marked of 15 mtr Only
length fitting with necessary gun matal 63mm delivered hose
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
coupling as per IS 903 with ISI mark bided with GI wire etc
complete directed.
125 Providing and erecting BUTTERFLY VALVE (MANUAL) with 4.00 Nos 5151.00 Rupees Five
C I body SS disc nitrile sheet & O - ring & PN 1.6 pressure Thousand One
Hundred Fifty One
rating as specified. 100 mm Only
126 providing and erecting NON - RETURN VALVE with dual 4.00 Nos 5555.00 Rupees Five
plate of C I body SS plates vulcanized NBR seal Thousand Five
Hundred Fifty Five
flanged end & PN 1.6 pressure rating as specified. 100 Only
127 Supplying & erecting carbondioxide (CO2) fire extinguisher 2.00 Nos 4472.28 Rupees Four
user of following capacity with necessaryclamps made from Thousand Four
Hundred Seventy Two
50x6 mm M.S. Flat with nut & bolts grouted in wall complete. and Twenty Eight
[A] For 4.5 Kg Capacity Paise Only
128 Supplying, Installing, Testing & commissioning of ABC type 2.00 Nos 1822.04 Rupees One
fire extinguishers of 6 kg/Capacity with ISI mark (IS 15683 ) Thousand Eight
Hundred Twenty Two
etc as directed and Four Paise Only
129 Design, supply & installation of safety signage made of zinc 10000.00 Sq.cm 1.66 One Rupee and Sixty
base glow in the dark rigid sheet with high luminous with Six Paise Only
pasted on 3 mm thick on rigid PVC foam sheet. Such as
EXIT EMERGENCY EXIT. Do not use lift in case of fire, Floor
markings etc.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
130 Application fees for fire saftey certificate approval as per 699.00 Smt 8.42 Rupees Eight and
building plan for non-residential building . Forty Two Paise Only
131 Making all liasoning work for getting provisional & Final CFO 1.00 Job 25250.00 Rupees Twenty Five
NOC, as filling necessary applications, submission of forms Thousand Two
Hundred Fifty Only
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.
0 (Civil Work) Total A =
Rupees One Crore Seven Lac Thirty Five Thousand Seven Hundred Eighty and Seventy Seven Paise Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
0 Electrification work
132 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 47.00 pt 485.81 Rupees Twenty Two
1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade Thousand Eight
Hundred Thirty Three
FRLS PVC insulated multi strand copper wires up to 10 mtr and Seven Paise Only
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
133 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 15.00 pt 674.68 Rupees Ten
sq.mm (Green) both are of .ISI marked 1.1 KV Grade FRLS Thousand One
Hundred Twenty and
PVC insulated multi strand copper wires up to 10 mtr length, Twenty Paise Only
in below type of pipe erected with 6A Modular type switch
and hum free EME step type electronic fan regulator
mounted and accessories with 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 ceiling rose / H.D.Connector as directed. (f)
with medium class Rigid PVC pipe and accessories erected
concealed in wall/ceiling complete cat III
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
134 Providing following type of Modular Type Accessories 2.00 Ea. 151.50 Rupees Three
mounted with PVC / metallic/Wooden box, single mounting Hundred Three Only
base frame covered with textured / metallic/white front plate
modules erected with necessary connections as per site
situation directed by Engineer In charge.(1)One No. SP
Amp. Cat III
134.1 Providing following type of Modular Type Accessories 2.00 Ea. 151.50 Rupees Three
mounted with PVC / metallic/Wooden box, single mounting Hundred Three Only
base frame covered with textured / metallic/white front plate
modules erected with necessary connections as per site
situation directed by Engineer In charge.(2) One No 5 pin
plug cat iii
134.2 Providing following type of Modular Type Accessories 15.00 Ea. 25.25 Rupees Three
mounted with PVC / metallic/Wooden box, single mounting Hundred Seventy
Eight and Seventy
base frame covered with textured / metallic/white front plate , Five Paise Only
modules erected with necessary connections as per site
situation directed by Engineer In charge.(7) Blank Plate
Single cat III
134.3 Providing following type of Modular Type Accessories 15.00 Ea. 160.59 Rupees Two
mounted with PVC / metallic/Wooden box, single mounting Thousand Four
Hundred Eight and
base frame covered with textured / metallic/white front plate , Eighty Five Paise
modules erected with necessary connections as per site Only
situation directed by Engineer In charge.(8) Computer RJ-45
socket cat III
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
134.4 Providing following type of Modular Type Accessories 7.00 Ea. 180.79 Rupees One
mounted with PVC / metallic/Wooden box, single mounting Thousand Two
Hundred Sixty Five
base frame covered with textured / metallic/white front plate , and Fifty Three Paise
modules erected with necessary connections as per site Only
situation directed by Engineer In charge.(9) 16 Amp. SP one
way switch cat III
134.5 Providing following type of Modular Type Accessories 7.00 Ea. 199.98 Rupees One
mounted with PVC / metallic/Wooden box, single mounting Thousand Three
Hundred Ninety Nine
base frame covered with textured / metallic/white front plate , and Eighty Six Paise
modules erected with necessary connections as per site Only
situation directed by Engineer In charge.(10) 6/16Amp.
Universal socket cat III
135 Providing and erecting ISI mark Medium class RIGID PVC 300.00 Mtr. 33.33 Rupees Nine
PIPES of following size complete to be erected on/in wall or Thousand Nine
Hundred Ninety Nine
ceiling erected with necessary PVC fittings & Junction boxes Only
fixed with adhesive solution & Clamps with following dia of
pipes, in approved manner as directed
136 Providing and erecting Mains with 1.1 KV grade FRLS PVC 500.00 Mtr. 82.82 Rupees Forty One
insulated ISI marked stranded Copper conductor wire in Thousand Four
Hundred Ten Only
following type of pipe to be erected concealed in /flushed on
wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC
insulated stranded wire of green colour for earth continuity of
following size
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
(A) With medium class Rigid PVC pipe and accessories
(b) 2 wire 2.5 sq. mm
137 providing and erecting Mains with 1.1 KV grade FRLS PVC 120.00 Mtr. 112.11 Rupees Thirteen
insulated ISI marked stranded Copper conductor wire in Thousand Four
Hundred Fifty Three
following type of pipe to be erected in / on wall / ceiling with and Twenty Paise
2.5 sq. mm copper conductor FRLS PVC insulated stranded Only
wire of green colour for earth continuity of following size(A)
with medium class Rigid PVC pipe and accessories(a) 2 wire
138 providing and erecting Mains with ISI marked, 1.5KV grade 50.00 Mtr. 300.98 Rupees Fifteen
electrolyte multi stranded, annealed copper conductor with Thousand Forty Nine
heat resistant PVC insulated conforms to IS 694, IEC -
erected in existing pipe of following size (Specifically for
control panel, relays, power switchgears, motor starters &
control wiring) with required size of copper lugs, nuts and
bolts if required.
(i) One wire 35.00 sq. mm
139 Supplying and erecting Flexible PVC insulated multi strand 50.00 Mtr. 46.46 Rupees Two
multi core 1.1 kv grade ISI marked copper wires of following Thousand Three
Hundred Twenty
size to be erected as directed. Three Only
(e) 1.50 Sq.mm 3 core round PVC sheathed
140 Supplying & erecting approved make LAN cable of following 300.00 Mtr 47.47 Rupees Fourteen
size in existing pipe as per direction Thousand Two
Hundred Forty One
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
[C] CAT - 6 Only
141 Providing & erecting Switch board for Computer or electric 15.00 Ea 1133.22 Rupees Sixteen
apparatus consisting of following modular type accessories Thousand Nine
Hundred Ninety Eight
mounted with PVC / Metallic concealed/open box with single and Thirty Paise Only
mounting base frame covered with textured/metallic /white
front plate,modules erected with necessary connections as
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug
For Modular Type Accessories cat III
142 Decorative call bell Ting-tong box type 250 volts complete 5.00 Ea 71.71 Rupees Three
erected Hundred Fifty Eight
and Fifty Five Paise
143 Supplying and erecting LED indoor fittings with LEDs of 32.00 Ea 373.70 Rupees Eleven
wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, Thousand Nine
Hundred Fifty Eight
with housing used as a heat sink shall be made of thick sheet and Forty Paise Only
Steel conforming to IS: 513/CRCA/ aluminium die cast
powder coated and high U.V. & corrosion resistance with
diffuser with company mark/name 160V to 270V, Power
Factor more than 0.95, THD < 15%,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
capacity between the ranges shown.)
(A) Tube Light with integral driver
(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet
144 Supplying and erecting led lamps with following wattage 4.00 Ea 112.11 Rupees Four Hundred
capacity of 220 to 240 voltage, minimum 15000 burning Forty Eight and Forty
Four Paise Only
hours life, 500 V in built-surge protection,Polycarbonate
diffuser, mounting suitable for E14 / E27 / B22 lamp holders,
(A) LED Lamps integral type, with PC diffuser suitable LAMP
holder (ii) 5 to 8 watts cat III
145 Supplying and erecting LED street light / Flood light fittings 12.00 Ea 4997.48 Rupees Fifty Nine
with High power White LEDs wattage of 3 Watt and above Thousand Nine
Hundred Sixty Nine
assembled on single MCPCB, efficiency more than 130 lm/w and Seventy Six
and corrosion free High pressure die cast aluminum housing Paise Only
with smooth finish powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or
embossed 160 to 270 V,Power Factor more than 0.95, THD
< 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,
Luminaire efficacy> 100 lumens/watt . LED driver efficiency >
85 %.( fittings required LM-79 & LM-80 certificates)(NOTE:
Below description have shown ranges of Wattage capacity of
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
capacity between the ranges shown.) (A) Street Light (IP-65),
Surge protection -4KV integral and ,Light must have 440VAC
line supply with over-voltage protection. (ii) above 48 to
146 Providing and erecting Approved make Four pole moulded 1.00 Ea 6790.43 Rupees Six Thousand
case circuit breaker having breaking capacity ICU of 25 KA. Seven Hundred
Ninety and Forty
at 415 V,having normal current rating up to 25 A to 100A. Three Paise Only
with Fixed thermal & magnetic release suitable to work on
A.C. supply 50 c/s. with all internal connections, spreader
tinned copper & complete erected in existing 16 G.M.S.
housing. Note:-1 Add Rs. 10% extra for housing/Encloser of
MCCB ICS=100% of ICU only Cat III
147 Providing and erecting Approved make Earth fault Relay 1.00 Ea 4687.41 Rupees Four
suitable to mount with inter connection suitable to following Thousand Six
Hundred Eighty
size of moulded case circuit breaker having CT ratio & MCCB Seven and Forty One
rating as following along with shunt trip 220V AC. with all Paise Only
internal connections & complete erected in existing
M.S.housing.. (1) 15 A -100 A , CT Ratio 1/100
148 providing and erecting Miniature circuit breaker single pole 34.00 Ea. 112.11 Rupees Three
6A to 25A suitable to operate on 240 V A.C. system and Thousand Eight
Hundred Eleven and
having breaking capacity 10 KA to be erected in existing box. Seventy Four Paise
confirming to IS 8828/1996 with ISI Mark cat III Only
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
149 Providing & erecting 240 V MCB double pole switch for motor 4.00 Ea. 299.97 Rupees One
& inductive load (C Curve) having 10 KA breaking capacity & Thousand One
Hundred Ninety Nine
confirms to IS : 8828 in existing box having following capacity and Eighty Eight
with necessary enclosure (A) 6 to 32 Amp. Paise Only
150 Providing & erecting 415 V MCB Four Pole for Motor & 3.00 Ea. 737.30 Rupees Two
Inductive Load (C Curve) having 10KA breaking capacity & Thousand Two
Hundred Eleven and
confirms to IS :8828 in existing box having following capacity Ninety Paise Only
151 Providing and erecting Sheet Steel powder coated MCB 1.00 Ea. 3874.36 Rupees Three
distribution board - flush / surface mounted fitted with busbar, Thousand Eight
Hundred Seventy
neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & Four and Thirty Six
3, IEC 61439-1 & 3 without MCB to house appropriate nos. of Paise Only
MCBs.(The DBs should be used of same company of MCB to
be used) suitable for (B) three phase incoming and single
phase horizontal type outgoing Per phase isolation type (PPI)
(b) sheet steel double door (iv)12 way
152 providing and erecting Approved make RCCBs conforming to 3.00 Ea. 1969.50 Rupees Five
IS: 12640 and having sensitivity of 30 mA and Short Circuit Thousand Nine
Hundred Eight and
withstand capacity of 10 KA and suitable for operation on Fifty Paise Only
single phase 240 V,50Hz. having characteristic of quick
action & tripping with all advance feature & do not
incorporate any electronic component. for following Max.
rating erected as directed (i) 25 Amps.DP cat III
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
153 Providing and erecting Annealed bare Copper wire 8 to 16 4.00 Kg. 794.87 Rupees Three
SWG. Thousand One
Hundred Seventy
Nine and Forty Eight
Paise Only
154 Providing and erecting Pipe type earthing having 150 11.00 Ea. 368.65 Rupees Four
cms.long and 2.5 cms. dia. galvanised iron pipe with coupling Thousand Fifty Five
and Fifteen Paise
and buch buried in specially prepared earth pit complete with Only
necessary 8 SWG earth wire.
154.1 For using salt and charcoal / coke as required for pipe type 11.00 Ea. 171.70 Rupees One
earthing. Thousand Eight
Hundred Eighty Eight
and Seventy Paise
155 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 220.00 Mtr. 126.25 Rupees Twenty
cable multistrand / Solid Aluminium conductor for 1.1 KV. to Seven Thousand
Seven Hundred
be laid on wall with necessary clamps or in existing trench / Seventy Five Only
pipe of following size of cables with necessary lugs and
(B) 4 core 6 Sq. mm
156 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 60.00 Mtr. 153.52 Rupees Nine
cable multistrand Aluminium conductor for 1.1 KV. to be laid Thousand Two
Hundred Eleven and
on wall with necessary clamps or in existing trench / pipe of Twenty Paise Only
following size of cables with necessary lugs and glands
(A) 4 core 16 Sq. mm
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
157 Making trench in soft soil of suitable width of 90 cm deep for 220.00 Mtr. 55.55 Rupees Twelve
laying cable or locating the fault all over the run and back Thousand Two
Hundred Twenty One
filling the same and making the surface as normal ground. Only
158 Providing & laying approved make Double walled corrugated 220.00 Mtr. 62.62 Rupees Thirteen
pipes (DWC) of polyethylene(conforming to IS 14930 II )with Thousand Seven
Hundred Seventy Six
necessary connecting accessories of same material at and Forty Paise Only
required depth in existing trench for laying of cable. below
ground / road surface for enclosing cable
(A)50 mm outer dia
159 Providing and erecting Approved make Ceiling fan with 15.00 Ea. 1596.81 Rupees Twenty Three
double ball bearing ISI mark with condenser A.C. 23OV.50 Thousand Nine
Hundred Fifty Two
c/s.1200 mm. sweep complete, canopy erected on existing and Fifteen Paise
hook or clamp with earthing. [Make shall be approved by Only
Engineer in charge]
160 Supplying and erecting 19 / 20 mm. nominal bore Medium 15.00 Mtr. 108.07 Rupees One
Class M.S. Pipe down rod erected duly painted for fan Thousand Six
Hundred Twenty One
complete with proper insulation without leakage and earthing. and Five Paise Only
161 Supplying & erecting Fan Hook of 10 mm M.S. Round bar 15.00 Ea. 43.43 Rupees Six Hundred
grouted in RCC slab with Making the site as original. Fifty One and Forty
Five Paise Only
162 Supplying & erecting fan hook box of 10 mm M.S. round bar 15.00 Ea. 108.07 Rupees One
bounded to the RCC bars up to 50mm length each side and Thousand Six
Hundred Twenty One
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
pierced through a 16 Gauge M.S. box / Heavy Duty PVC box and Five Paise Only
complete erected concealed in Ceiling with necessary
finishing.
163 Supplying & erecting approved make low noise decorative 6.00 Ea. 1366.53 Rupees Eight
exhaust fan having square frame ABS body with inbuilt Thousand One
Hundred Ninety Nine
lowers & square frame. and Eighteen Paise
250mm with 1350 RPM Cat.II Only
164 Supplying and erecting approved make Octagonal pole made 10.00 Ea. 6874.06 Rupees Sixty Eight
from HR sheet steel. The pole should be made as per IS. and Thousand Seven
Hundred Forty and
shall be coated with hot dip galvanizing as per IS Sixty Paise Only
2629/2633/4759, suitable suspend local wind speed with
integral Junction box consist of terminal plate of min 6mm
Hylam sheet, standard profile 35mmX7.5mm Din-Rail for
MCB Mounting, stud type terminal and arrangement for cable
termination to be erected With Suitable foundation (Included)
as per details given by manufacturer considering site
requirement.
(C) 5 Mtr. Long 70 mm Top X 130 mm bottom dia, 3 mm
thickness with 200mmX200mmX12mm base plate, 4-M16
Bolts and 600mm long with necessary G.I. J Bolts .Approx
Pole weight 46 kg
165 Supplying and erecting Street light pole bracket comprising 8.00 Ea 491.87 Rupees Three
main B Class GI pipe of 4.2 cm/require outside dia. complete Thousand Nine
Hundred Thirty Four
with suitable B Class G.I. sleeve tubing of approx.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
45cms.length and suitable for 76.5mm/80mm/require size of and Ninety Six Paise
pole top having nuts and bolts for fixing the brackets and Only
having spread of 0.5 mtr. Length with 110 deg.with vertical
plane and suitable welded stiffener reducer and nipple with
check nut complete painted with one coat.of Red oxide / PU
base primer and two coats of Aluminium / PU paint. paint
with following nos of arms.
[A] Single Arm bracket 0.5 Mtr
165.1 Supplying and erecting Street light pole bracket comprising 2.00 Ea 622.16 Rupees One
main B Class GI pipe of 4.2 cm/require outside dia. complete Thousand Two
Hundred Forty Four
with suitable B Class G.I. sleeve tubing of approx. and Thirty Two Paise
45cms.length and suitable for 76.5mm/80mm/require size of Only
pole top having nuts and bolts for fixing the brackets and
having spread of 0.5 mtr. Length with 110 deg.with vertical
plane and suitable welded stiffener reducer and nipple with
check nut complete painted with one coat.of Red oxide / PU
base primer and two coats of Aluminium / PU paint. paint
with following nos of arms.
[B] Double Arm Bracket 0.5 Mtr
166 Supplying & erecting IP 55 grade following size section pillar 1.00 Ea. 16691.26 Rupees Sixteen
fabricated from joint less M.S. Sheet with angle iron legs Thousand Six
Hundred Ninety One
made from jointless M.S. Angle with cable clamps to be and Twenty Six Paise
buried in ground to have appropriate erection to work uniform Only
until erected with cement concrete foundation and 45 cm
high bricks work finishing with plaster etc. hinged double door
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
internally supported on both side, with internal and outside
looking arrangement with look and keys in duplicate 35 x
x 5 mm M.S. Angle of Two Nos. one is welded and other with
nut and bolt for erecting Bakelite sheet. Painting the Section
Pillar inside and out side with three tank powder coated paint.
section pillar roof should be without joint with water leakage
proof & tested as per IP 55 test & followed by IS 2147 of
1962 (A) 150 X 90 X 75 cm section pillar fabricated from
Gauge MS Sheet with angle iron legs 95 cm long made from
40 X 40 X 6 mm thick MS angle.
167 Supplying and erecting HYLAM sheet on existing angle iron 0.50 sq.mtr 2311.90 Rupees One
frame.for following thickness Thousand One
Hundred Fifty Five
(F) 12mm and Ninety Five Paise
168 Supplying and erecting nuwood 12 mm thick on existing 0.50 Sq.Mtr 291.90 Rupees One Hundred
angle iron frame. Forty Five and Ninety
Five Paise Only
169 Supplying & erecting approved make Digital time switch 1.00 Ea 3168.37 Rupees Three
having lithium cell 6 years operative and operate battery Thousand One
Hundred Sixty Eight
backup 1 channel day clock with 14 memory programme, and Thirty Seven
suitable to operate on 240V + 5%, 16A with, floating contacts Paise Only
Minimum switching setup time 1 minimum & LCD display.
Also comprised permanent ON/OFF switching. Programming
switches & housed in fire proof thermoplastic enclosure &
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
transparent cover erected as required with necessary
connection erected as directed.
170 Supplying & erecting power contactor ,AC3 duty for time 1.00 Ea 857.49 Rupees Eight
switch complete erected as per direction Cat III Hundred Fifty Seven
and Forty Nine Paise
(C) 4 pole 440V 16 Amp. Only
171 Providing & Erecting full SS Body (SS 304) Split type water 1.00 Ea 61115.10 Rupees Sixty One
cooler having storage capacity 160 to 175 Ltr.(Tank SS 304) Thousand One
Hundred Fifteen and
& Cooling capacity 150 ltr. Per hour @ an ambient temp of Ten Paise Only
350 C.The outlet temp. of the water should drop by 150C
within a hour,The water cooler should be comprising of
hermetically sealed Reciprocating compressor with R134A,
fan motor, Copper Condensing unit with company fabricated
Outdoor Unit water tank surrounded by evaporating coil,
thermostats, relay etc.complete with necessary copper tube
& Insulation, M.S Chanel Stand with Painting for water tank &
M.S. Powder Coated Stand for Outdoor unit with Installation.
With DPELCB and 4 Way DB Box with accessory Three core
Cord for connection.
172 Supplying & erecting 5 stage single reverse osmosis water 1.00 Ea. 29187.99 Rupees Twenty Nine
purification system with M.S. powder coated frame, prefilter Thousand One
Hundred Eighty
housing with 'O' ring presediment filter GAC filter, carbon Seven and Ninety
filter suitable buster DC pump capacity 80 psi, mention with Nine Paise Only
40 psi inline type post carbon filter auto low & high pressure
switches with following size of storage tank & LPH capacity &
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item Estimated According to
Description of Item (with brief specification) Unit
No. But may be In Figure Estimated
more or less In words Quantity
erected as directed
[C] 50 Ltr / Hr with 150 psi 2 nos booster pump
173 Providing & erecting open well type horizontal mono block 1.00 Ea. 9613.18 Rupees Nine
pump set with stainless steel body having following Thousand Six
Hundred Thirteen and
specification (C) 1 H.P. single phase open well motor pump Eighteen Paise Only
set suitable for 185 LPM discharge @ 25 mtr. head, suitable
for 32 mm dia. Delivery pipe with control panel.
174 Providing and erecting ISI marked PVC insulated PVC 20.00 Mtr. 65.65 Rupees One
Sheathed Flat flexible Submersible copper cable approved Thousand Three
Hundred Thirteen
make of following Size. Only
(A) 3 Core x 1.5 Sq. mm.
Electrical Work Total B =
Rupees Five Lac Fifty Nine Thousand Twenty Five and Eleven Paise Only
0 (Civil + Electric Work) Total (A+B) =
Rupees One Crore Twelve Lac Ninety Four Thousand Eight Hundred Five and Eighty Eight Paise Only
I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words)
of the estimated rates mentioned above. Amount of my/our tender works out as under.
* Estimated amount put to tender * Estimated amount put to tender
Deduct :_____ %below Rs.________________ Add :_____ %above Rs.________________
Net Rs. ______________________ Total Rs. ______________________
In words ___________________________ In words __________________________
{* Strike whichever is not applicable.}
Signature of Executive Engineer
contractor Medical (R&B) Division
Ahmedabad.
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-
Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017
Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as
per actual mix design the cost of difference of cement consumption have been deducted from the rate of original
item at the rate of input rate mentioned in all the tender.
5 I/We, hereby declare that I/We visited the site fully exquisite myself/ourselves with the local situation regarding
materials, labour & other factor pertaining the work before submitted this tender
6 I/We, hereby declare that I/We carefully studied the condition of contracts detailed specification & other tender document of this
work & agree to execute the same accordingly.
Signature of Executive Engineer
contractor Ahmedabad Medical (R&B) Division
Ahmedabad.
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002-Sch-B (Sarkari Chavdi-Chandlodiya).pdf
003-Specification Index (Sarkari Chavdi-Chandlodiya).pdf
004-Specification (Sarkari Chavdi-Chandlodiya).pdf
005-Extra Security Deposit Statement.pdf
006-Annexure-1.pdf
007-Bond-Colour.pdf
008-Bond-Water proofing.pdf
009-Bond-Antitermite.pdf
010-Bond-FRP Door.pdf
011-Bond-Furniture work.pdf
012-Bond-China Mosaic work.pdf
013-GR as per SBD (12-01-2024)-Medical.pdf
014-Standards for Cement Con. Dt.11-5-2017.pdf
015-Single Tender GR Dt.18-2-2017.pdf
016-FD Circular No 1097 GST Dt.15-9-2018.pdf
017-Tender Negotiation Dt.08-06-2018.pdf
018-Testing Schedule Dt.24-10-1994.pdf
019-GR-Laplength in Reinforcement Dt.15-2-2017.pdf
020-Registration Mandatory Dt.3-9-2016.pdf
021-Tender Reinvite Guideline Dt.25-8-2015.pdf
022-E-Tendering-Tender Fee and EMD Dt18-1-2008.pdf
023-E-Tendering-Tender Fee and other doc Dt.27-11-2008.pdf
024-Payment through RTGS-NEFT Dt.30-4-2018.pdf
025-COMPUTERISED MB GR Dt.1-2-2017.pdf
026-RMC (Dt.15-07-2023)for above 5 cr works.pdf
027-Mix Design Condition.pdf
028-GTS Booklet-192 Pg.pdf
029-Material Testing Schedule.pdf
030-Special Condition for Electrical work.pdf
031-MOU-Electrical work.pdf
032-Nominated Electrical Sub Contractors.pdf
033-Elect Book (1-20).pdf
034-Elect Book (21-40).pdf
035-Elect Book (41-61).pdf
001-SBD Doc (Sarkari Chavdi-Chandlodiya)-2nd attempt.pdf
036-E Tender Notice No.18 of 2025-2026.pdf
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