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Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
27 Jul 2026, 6:00 pm
Chief Officer, Vanthali Nagarpalika, Vanthali
PROPOSED CONSTRUCTION OF NAGARPALIKA OFFICE BUILDING IN CITY SURVEY NO. 1177 IN WARD NO. ________AT VANTHALI. under S.J.M.M.S.V.Y.
321409
VANTHALI N.P./TECH/234/2026 DT-25/06/2026
Open
Civil Works - Buildings
Junagadh
3 documents required · 3 mandatory
₹4,248
Chief Officer, Vanthali Nagarpalika, Vanthali
₹2.9 L
6 Jul 2026
6 Jul 2026
6 Jul 2026
27 Jul 2026
6 Jul 2026
NAME OF WORK : Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
TOTAL AMOUNT PUT TO TENDER
TOTAL AMOUNT PUT TO TENDER
PERCENTAGE RATE TENDER
Sr.No. Location Chart Amount
1 MAIN BUILDING CIVIL WORK
2 WATER SUPPLY & SANITARY WORK
3 ELECTRIFICATION WORK
4 FIRE FIGHTING WORK
5 LANDSCAPE WORK
6 P V SOLAR WORK
7 RAIN WATER HARVESTING
Total Amount Rs.
Total Amount Rs.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Excavation for foundation upto 1.5 m depth 271.38 Cum 157.16
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(B) Dense or Hard soil
2 Excavation for foundation upto 1.5 m depth 195.83 Cum 268.92
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(C) Hard Murrum
3 Excavation for foundation for depth from 1.5 m 261.11 Cum 287.21
to 3.0 m including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead.(C) Hard
4 Filling available excavated earth (excluding 274.16 Cum 136.92
rock) in trenches. plinth, sides of
foundations etc. in layers not exceeding 20 cm.
in depth consolidating each disposited
layer by ramming and watering.
5 Filling in foundation and plinth with murrum or 418.32 Cum 301.78
selected soil in layers of 20cm. Thickness
including watering, ramming and consolidating
6 Filling in plinth with sand under floors 34.10 Cum 481.8
including watering ramming, consolidating
and dressing complete
7 Providing and laying controlled cement 78.76 Cum 4028.21
concrete M.150 for curing complete excluding
cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete
8 Providing and laying controlled cement 98.64 Cum 4772.25
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
(A) Foundations, footings, Base of columns
9 and Mass concrete
Providing and laying controlled cement
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
9.01 Upto Plinth Level 23.95 Cum 7939.61
9.02 GROUND FLOOR 33.81 Cum 7939.61
9.03 FIRST FLOOR 33.81 Cum 7939.61
9.04 SECOND FLOOR 15.29 Cum 7981.2
9.05 LIFT ROOM 3.67 Cum 8022.79
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
10 Providing and laying controlled cement
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
10.01 Upto Plinth Level 3.64 Cum 7313.41
10.02 GROUND FLOOR 5.47 Cum 7313.41
10.03 FIRST FLOOR 5.47 Cum 7313.41
10.04 SECOND FLOOR 4.10 Cum 7355.00
11 Providing and laying controlled cement
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
11.01 GROUND FLOOR 5.58 Cum 6914.46
11.02 FIRST FLOOR 0.13 Cum 6914.46
11.03 SECOND FLOOR 0.53 Cum 6956.05
11.04 LIFT ROOM 0.36 Cum 6997.64
12 Providing and laying controlled cement 39.12 Cum 6453.9
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
R.C.C. PLINTH BEAM
13 Providing and laying controlled cement 9.59 Cum 6798.31
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
14 Providing and laying controlled cement
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
14.01 GROUND FLOOR 44.52 Cum 6920.52
14.02 FIRST FLOOR 51.85 Cum 6920.52
14.03 SECOND FLOOR 5.94 Cum 6962.11
14.04 LIFT ROOM 2.50 Cum 7003.7
15 Providing and laying controlled cement
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
15.01 GROUND FLOOR 81.28 Cum 6814.47
15.02 FIRST FLOOR 82.90 Cum 6814.47
15.03 SECOND FLOOR 12.02 Cum 6856.06
15.04 LIFT ROOM 5.78 Cum 6897.65
16 Providing and laying controlled cement 7.28 Cum 6767
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
R.C.C. LINTEL at ground floor.
16.01 FIRST FLOOR 9.92 Cum 6767
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
17 Providing and laying controlled cement 15.38 Cum 7645.7
concrete M.250 and curing complete including
the cost of formwork and excluding
reinforcement for reinforced concrete work in
R.C.C. STAIR at all floor.
18 Providing TMT Bar FE 500D reinforcement for 77829.90 Kg 77.29
R.C.C. work including bending, binding and
placing in position complete at all floor level
19 White Stone Bela Masonary bloc in course in 51.17 Cum 6197.97
Foundation and Plinth with stone of approved
quality in Cement Mortar 1:6 (1- Cement : 6-
Course Sand) including packing the joints etc.
20 White Stone Bela Masonary bloc in course in
Super Structure with stone of approved quality
in Cement Mortar 1:6 (1- Cement : 6-Course
Sand) including packing the joints etc.
20.01 GROUND FLOOR 113.80 Cum 6479.69
20.02 FIRST FLOOR 159.12 Cum 6479.69
20.03 SECOND FLOOR 52.94 Cum 6479.69
20.04 LIFT ROOM 15.66 Cum 6479.69
21 White Stone Bela mesonry work in partition
walls upto 15 cm thickness in cement Mortar
1:4 ( 1- Cement : 4- course sand)
21.01 GROUND FLOOR 17.51 Sq.m 684.49
21.02 FIRST FLOOR 17.51 Sq.m 684.49
22 230mm thick brick jali wall work with first class 21.66 Sq.m 2517.93
bricks having uniform color and shape as per
approved by engineer incharge in Cement
Mortar 1:4 ( 1- Cement : 4 - coarse sand) as
shown in drawing etc complete.
23 Providing 15 mm thick cement plaster in single
coat on Rough(similar) side of single or half
brick walls for interior plastering upto floor two
level and finished even and smooth in (ii)
Cement Mortar 1:4 (1 cement :4 fine sand)
etc.complete and finishing with a floating coat
23.01 GROUND FLOOR slurry. 888.60 Sqm 222.66
23.02 FIRST FLOOR 1290.85 Sqm 222.66
23.03 SECOND FLOOR 150.67 Sqm 246.56
23.04 LIFT ROOM 41.89 Sqm 270.46
24 Providing 10 mm thick cement plaster single
coat on ceilings and sofits of stairs for interior
plastering upto floor two level and finished
even and smooth in (i) Cement Mortar 1:3 (1
cement :3 fine sand) etc. complete and
finishing with a floating coat of neat cement
24.01 GROUND FLOOR 578.20 Sqm 222.33
24.02 FIRST FLOOR 539.52 Sqm 222.33
24.03 SECOND FLOOR 73.24 Sqm 244.22
24.04 LIFT ROOM 34.26 Sqm 266.1
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
25 20mm thick sand faced cement plaster on 2191.00 Sqm 342.41
walls upto height 10 metres above ground level
consisting of 12mm thick backing coat of C.M.
1:3 (1-cement : 3-sand) and 8mm thick
finishing coat of C.M. 1:1 (1-cement : 1-sand)
26 etc. complete.
Providing cement vata (10cm. x 10 cm. size) 153.27 Rmt 24.28
quarter round in cement mortar 1:1 including
neat cement finishing, watering etc. complete.
27 Providing and laying Polished Granite stone 60.78 Sqm 2269.47
slab 18mm thick in risers of steps,skirting Dedo
and pillars laid on 10mm thick cement mortar
1:3 (1-Cement : 3 coarse sand) and jointed with
gray cement slury mixed with pigment to match
the shade of slab including rubbing and
laying 18mm thick polished 120.14 Sqm 2179.58
granite flooring over 20mm (Average) thick base
of cement mortar 1:6 (1-cement : 6-coarse
sand) or L.M. 1.1.5 laid over and jointed with
grey cement slurry including rubbing and
laying Full Body Vitrified tiles 8 to 729.35 Sqm 1242.3
10 mm thick , 24'' x 24'' in flooring treads of
steps and landing laid on a bed of 12mm thick
cement mortar 1:3 (1-cement : 3-coarse sand )
finishing with flush pointing in white cement.
30 Providing and laying Vitrified tiles 8 to 10 mm 47.75 Sqm 1195.02
thick , 24'' x 24'' in skrting risers of steps and
dedo on 10mm thick cement plaster 1:3 (1-
cement : 3-coarse sand) and jointed with white
31 P&L 24"x24" vitrified 8 mm thick tile flooring 71.35 Sqm 1467.72
over 20 mm (average) base of cement mortar
1:6 (1cement : 6coarse sand)on new surface or
fixing on existing flooring by adhesive material
including dismentaling of existing flooring and
jointed with color cement slurry including
finised with flush pointing & cleaning the
surface etc. complete for antiskid
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
32 Providing and laying integrated cement based 626.80 Sqm 589.84
proprietary water proofing treatment of required
thickness over the roof or sunk slab including
providing and applying two coat of Acrylic polymer of
approved brand & manufactures and finishing the
surface with cement slurry and sloping out terrace
slabs with following specification laid to required
slope not flotter than 1 : 80(Incl treating the vertical
surface of the wall up to 20cms height above
finished level of Sunk Slab including finishing,
curing, testing etc. comp. Rate is incl. ten years
performance of guarantee bond to be given on
stamp paper.(No extra shall be paid for increase in
thickness for proper slope)(A) Applying & grouting a
slurry coat of neat cement using 2.75 kg/smt. of
cement admixed with proprietary water proofing
compound confirming to IS 2645 and 10mm. Thick
water proofing cement plaster in cement mortar in
1:3.over the RCC slab or sunk slab including etc.(B)
Laying cement concrete using broken brick bat using
25 mm to 40 mm size with 50% of cement mortar 1:4
( 1 cement : 4 coarse sand )over 10mm. thick water
proofing cement plaster in cement mortar in 1:3
admixed with proprietary water proofing compound
(C) After two days of proper curing applying a second
coat of cement slurry.(D) The whole terrace so
finished shall be flooded with water for a minimum
period of two weeks for curing for final test. All above
33 Providing and laying coloured glazed tiles of the 324.76 Sqm 1488.24
size 300 mm x 450 mm x 8 mm in skirting,
risers of steps and dedo on 10 mm. thick
cement plaster 1:3 (1 cement : 3 coarse sand) &
jointed with white cement slurry.
34 Providing & fixing of 18 to 20 mm thk.Granite 197.37 Sqm 2797.7
Stone slab of approved shade to Door &
Window sill & frame& Lift Cladding in single
piece over 15mm (average) base of cement
mortar 1:3 (1-Cement : 3-fine sand) laid and
jointed with grey cement slurry including
rubbing, polishing, curing and quarter round
35 edge for both
Providing sidelaying
and etc. completed as directed.
broken chine mosaic 588.89 Sqm 779.7
flooring for terrace using 12 mm to 20 mm
broken pieces of glazed tiles to be laid over
cement mortar 1:3 to plain or slope and to be
tempered to bring mortar creme out upto
surface using white cement including
rounding off junctions and extending them
upto 15 cm along the wall,clearing with water
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
36 Providing and fixing IS marked Flush Door 101.92 Sqm 3632.97
35mm thk. wooden beading of ghana wood
and size 35x6 mm, including Laminated sheet
of decorative type with high density protective
surface and riverce side adhesive bonding
quality and 1 mm thickness and Polishing of
beading area with approved brand of stainless
steel fixtures like Aldrof, tadi, Stopper, Handle,
buffer, magnetik catcher and eye piece of ss
ss butt hinge of approved quality and ss screw
etc complete. (35 mm thickness excluding
lamination thickness) as shown in drawings.
37 Providing and fixing FRP of 28mm thick Fibre 13.50 Sqm 1560.33
Glass shutter with 1.5 to 2.0 mm thick fire
retardent grade FRP skin in depressed panel
design having extra reinforcement on sides &
edges & in Gel coat finish. The core of the
shutter is to be filled up with injected retardent
grade polyurethane 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
necessary screws & alluminium S.S fixtures &
38 fastenings & fastener
Providing and fixing sleeve.
window having extruded 117.90 Sqm 1583.95
aluminum Colour anodized section frame main
outer size 95mm x 24mm x 1.17mm @ wt.of
0.738 Kg/mt , horizontal Three track member
size 92mm x 31.75mm x 1.30mm,@ Wt.1.07
Kg/mt , vertical member of size 92mm x
31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with
sliding shutters of horizontal member size
mmx18mm x1.29mm @ wt.of 0.456 Kg/mt,
vertical member of size 40mm x 18mm x
mm @ wt.of 0.456Kg/mt/ with 5 mm thick
transparent bronze colour tinted float glass
with powder coated aluminum fittings and
Providingandand
transparent silicon sealant
fixing standared glass of
extruded 6.78 Sqm 1175.56
alluminium section of size 63.50 x 38.10 x
mm(of Jindal Section no:2434, @ Wt 0.643 Kg /
Rmt with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as
40 details etc and
Providing complete
grills of required 4716.00 Kg 106.23
pattern to wooden frames of windows etc. with
M.S. flats at required spacings and frame
alround, square or round bars with round
headed bolts and nuts or by screws (A) Plain
Grill. (upto 10 ton)
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
41 Providing and fixing 1.05 cm Height Stainless 23.15 Rmt 4545
Steel Railing made from anticorrocive
grade S S pipe of 50 mm dia (16 Gauge) as hand
rail with S S 304 grade Baluster of 38 mm dia
(16 Gauge) as a vertical support fixed in RCC
slab/Masonary at 1.2m c/c including four
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 directed etc. complete.
42 Steel work, welded in built up sections framed 1850.20 Kg 104.01
work including cutting, hoisting, fixing in
position and applying a priming coat of read
lead paint. (D) In trussses and trussed purlins,
upto 25 M. span and 15 M. ovarall height. (upto
43 10 ton) and fixing in position callapsible steel
Providing 16.73 Sqm 6116.59
shutters with vertical channels 20x10x2mm
braced with flat iron diagonals 20x5mm size
with top and bottom rails of T_rin 40x40x6mm
with 38mm dia, steel pulleys complete with
bolts, nuts, locking arrangements, stoppers
handles including applying a priming coat of
read lead paint. (upto 10 ton)
44 Wall painting (two coat) with plastic emulsion 3597.23 Sqm 82.85
paint of approved brand and manufacture on
undecorated wall surface to give an even shade
including throughly brushing the surface free
from mortar droppings and other foreign matter
45 and sand papered
Applying smooth.
two coats of Birla (white cement 3597.23 Sqm 40.59
based) or Asian (acrylic lapy- putty) or
equivalent & 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
46 smooth. wall with weather proof exterior
Finishing 2060.06 Sqm 120.26
emulsion paint on wall surface (two coats) to
give an required shape even shade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
47 materials.etc
Painting two complete
coats including priming coat on 341.75 Sqm 128.95
new steel and other metal surface with enamel
paint, brushing, interior to give an even shade
including cleaning the surface an even shade
including cleaning the surface of all dirt, dust
and other foreign matter.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
48 Applying general insecticide pest control 581.73 Sqm 39.09
treatment to floors, cupboards etc including
labour material etc. complete. Using
Heptachloride 20 EC. As Per 6113_pests
Consentration Weight 0.50 percent is
recommended one litre chemical emulsion
dillute with 39 liter of water will give. Total
dillute concrentration will be 40 litre inclusive
of one litre chemical emulsion appication
Litre chemical / Sqm of surface is
49 Providing and fixing eco-friendly light weight calcium 37.91 Sqm 1674.15
silicate false ceiling tiles having Tegular edge &
mm Thick Densified edges on the Tile Periphery for
Extra Strength The Light weight calcium silicate
ceiling tiles shall have , light reflection 85% non-
combustible as per B.S. 476 part IV, 100% humidity
resistance and also having thermal
conductivity0.043° w/m KC.for the best thermal
Insulation . The Light weight calcium Silicate tile
shall be of approved texture Fine fissured/
Spintone/Cosmos having NRC value of 0.5 & Globe
having NRC value of 0.75 NRC or equivalent of size
595 X 595 mm to be laid on true horizontal level
suspended inter locking metal grid of hot dipped
galvanized steel sections (galvanizing @120 grams
per sqm including both side) consisting of main ‘T’
runner suitably spaced at joints to get required
length and size of 24X38mm made from 0.30 mm
thick (minimum) sheet, 1200mm centre to centre,
and cross ‘T’ of size 24X28mm made out of 0.33mm
(Minimum) sheet spaced 1200mm along spaced
between main ‘T’ at 600mm centre to centre to form
agrid of 1200X600mm and secondary cross ’T’ of
length 600mm and size 24x28mm made of 0.30 mm
thick (Minimum) sheet to be interlocked at middle of
the 1200X600mm panel to form grid of size
600X600mm resting on periphery walls/partitions on
a perimeter wall angle pre-coated steel of size
(24X24X3000mm made of 0.40mm thick (minimum)
sheet with the help of rawl plugs at 450mm centre to
centre with 25mm long dry wall screws @ 230mm
interval and laying 15mm thick Densified edges light
weight calcium silicate ceiling tiles of approved
texture (Fine Fissured/Cosmos/Spintone) in the grid
including, cutting /making opening for services like
diffusers, grills, light fittings, fixtures, smoke
detectors etc., wherever required, Main ‘T’ runners
to be suspended from ceiling using G.I. slotted
cleats of size 25X35X1.6mm fixed to ceiling with
12.5mm dia and 50mm long dash fasteners, 4mm
G.I. adjustable rods with galvanized steel level clips
of size 85X30X0.8mm, spaced at 1200mm centre to
centre long main ‘T’ bottom
exposed with 24mm of all T-sections shall be pre-
between main ‘T’ at 600mm centre to centre to form
agrid of 1200X600mm and secondary cross ’T’ of
length 600mm and size 24x28mm made of 0.30 mm Page
thick (Minimum) sheet to be interlocked at middle of
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
the 1200X600mm panel to form grid of size
Ward No. ________at
600X600mm Vanthali.
on periphery S.J.M.M.S.V.Y.
walls/partitions on
BILL OF QUANTITIES
a perimeter wall angle pre-coated steel of size
(24X24X3000mm made of 0.40mm thick (minimum)
sheet with the help of rawl plugs at 450mm centre to
centre with 25mm long dry wall screws @ 230mm
interval and laying 15mm thick Densified edges light
weight calcium silicate ceiling tiles of approved
texture (Fine Fissured/Cosmos/Spintone) in the grid
including, cutting /making opening for services like
diffusers, grills, light fittings, fixtures, smoke
detectors etc., wherever required, Main ‘T’ runners
to be suspended from ceiling using G.I. slotted
cleats of size 25X35X1.6mm fixed to ceiling with
12.5mm dia and 50mm long dash fasteners, 4mm
G.I. adjustable rods with galvanized steel level clips
of size 85X30X0.8mm, spaced at 1200mm centre to
centre long main ‘T’ bottom
exposed with 24mm of all T-sections shall be pre-
painted with polyester baked paint, for all heights, as
per specifications, drawings and as directed by
engineer-in-charge.Note:- Only calcium silicate
false ceiling area will be measured from wall to wall.
No deduction shall be made for exposed
frames/opening (cut outs) having area less than
sqm. The calcium silicate ceiling tiles shall have
NRC. Value of 0.50 (Minimum) for Fine
fissured/Spintone/Cosmos and 0.75 NRC for Globe,
light reflection 85% non-combustible as per B.S.
part IV, 100% humidity resistance and also having
thermal conductivity. 0.043° w/m KC.for the best
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
50 RCC GSRs AND /OR SUMPS 1.00 NO 343621
Preparing structural design of 50000 litres (Partition
wall for fir and water supply) RCC (all part of Tank)
Underground / Partially underground of required
capacity as per relevant I.S. and constructing the
same, including excavation in all types of soil strata
(including Rock) and shorting strutting if required, for
loose soil/ to protect from collapse due to nearly
traffic load, casting 150 mm thick PCC leveling
course in M-15, reffiling the pit with proper soil and
disposing the surface stuff within a lead of
meters. Including water proof cement plaster CM 1:2
with approved water proofing compound to inside
water touching surface to container with all type of
labour and material charges of lowering, laying
erecting/ hosting and jointing of pipe assembly to
inlet, outlet, overflow, and washout and by pass
arrangement as per hydraulic design. Providing and
fixing accessories like GI ladder, CI Manhole frame
and cover water level indicator, adequate CIcowl
type ventilators or lantern type ventilator with
stainless steel jali. B.B chambers for valves.
Providing and applying three coats of water proof
cement paint/snowcap to the outside face of the
structure. It also includes satisfactory water
tightness test as per relevant I.S. code and painting
name of the scheme and capacity on the structure.
51 ROOM NAME PLATE 30.00 No. 858.5
Providing and fixing of 10 mm clear Acrylic cut
work and fixing 3mm acrylic on top of brand
Ptglass, astari etc, with all laser and cnc
work,including all material, labour,25 mm ss
studs for mounting and other hardwares, waste
of materials etc and complete the work
satisfactorily as per instruction of architect or
Engineer-in charge.( basic size of name plate is
52 SS NAME FOR BUILDING 19.00 No. 2525
Providing & fixing charges for making SS letters
on top of building having height of letter is upto
600 mm complete with all CNC cutting, back
side acrylic sheet , lettering , back led lighting
finishing, deep work as suggested, etc
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
53 Providing & constructing of Platform of 90cm. 4.00 Rmt 4680.34
width and 80 cm. height with Granite Marble
slab (18 to 20mm) on top resting on one side
polished kotah stone 25 mm thick top and two
25mm thick polished kotah stone vertical
support fixing by making grooves including
mm wide facing patti with external edge of the
patti shall be finished with Quarter round
molding & mirror polished etc. completed
complete as per drawing and specification
including stainless steel sink including
necessary cutting for sink & making hole for
pipe and fixing P.V.C. band of 25 mm dia per
54 Providing laying and jointing in true line and 46.00 Rmt 72.65
level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings 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
55 Providing laying and jointing in true line and 46.00 Rmt 91.84
level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings 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.
56 Providing laying and jointing in true line and 65.00 Rmt 119.15
level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings 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.
57 Providing laying and jointing in true line and 60.00 Rmt 148.12
level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings 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.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
58 Providing laying and jointing in true line and 150.00 Rmt 195.67
level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings 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.
59 Providing, laying and jointing in true line and 420.00 Rmt 876.9
level 110 diametre U.P.V.C (Type B) conforming
to IS 13592-1992 with one end plain and other
end socketed with rubber ring, & fittings
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 diametre x
mm length x 145 mm heigh at every 2000 mm
center to center 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
Providing,cost of all
laying andmaterials.
jointing in true line and 100.00 Rmt 834.38
level 160 diametre U.P.V.C (Type B) conforming
to IS 13592-1992 with one end plain and other
end socketed with rubber ring, & fittings
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 160 mm diametre x
mm length x 196 mm heigh at every 2000 mm
center to center 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
and of all materials.
fixing in position cowel went to 14.00 Each 505.17
pipes.(C) 100mm dia
62 Providing and fixing Urinal of approved quality 15.00 Each 1074.86
including connectig the urinal with wast pipe,
tap etc. complete. [A] white earthenware flat
back or corner type size 430mm x 260mm x
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
63 Providing and fixing wsh down water closet 14.00 Each 1356.81
(European type, W.C. Pan) with integral P or S
trap including jointing the trap with soil pipe in
Cement Mortar 1:1 (1-Cement : 1-fine sand)
(Seal and cover to be measured and paid for
separately)(A) vitreous China Pattern :(i) in
64 white colour
Providing and fixing 12.5 Litres low level 14.00 Each 2370.39
flushing cistern with a pair, of C.I. or Mild
brackets, complete with fittings such as lead
valve less syphon, 15mm nom.nal size brass
ball valve with polythene float, C.P brass
handle unions and couplings for connections,
with inlet, outlet and overflow pipes, 40mm dia.
porcelain enamelled flush bend including
cutting holes in walls and making good the
same connecting the flush bend with cistern
and closet (overflow pipe to be measured and
paid for separately)(A) Vitreous China (I) In
65 Providing and fixing in position with clamps etc. 14.00 Rmt 275.6
32mm nominal internal diameter galvanised
steel tube flush pipe for high level flushing
cistern including connecting the flush pipe with
cistern and closet and making good the walls
66 and floors.and fixing plastic seat and cover for
Providing 14.00 Each 291.33
wash down water closer with C.P. brass hinges
and rubber buffers. (B) Black plastic seal and
67 Jet spray heavy duty with S.S. Braided hose 60 14.00 No. 308.99
68 Providing and fixing toilet paper holder.(A) C.P. 14.00 Each 427.99
69 Providing and fixing CERA WASH BASIN-CASTA 14.00 Each 4029.9
thin rim table top washbasin with single hole
for pillar tap but excluding fittings.(A) Cat No.
S2020134 (ii) Flat Bottom washbasin so easily
install on table top 445 x 445 x 135mm size. (i)
70 In Snow white
Providing andcolour.
fixing C.P. brass waste for 14.00 Each 89.83
washbasin or sink. (B) 40mm dia.
71 Providing and fixing pillar tap, capstan head, 14.00 Each 308.73
screw down high pressure with screws, shanks
and back nuts. (i) 15mm dia.
72 Providing and fixing brass screw down stop 14.00 Each 205.83
tap.(A) 15mm dia.
73 Providing and fixing chromium plated, bottle 14.00 Each 295.8
trap with necessary couplings of approved
quality for wash basin.
74 Providing and fixing 600mm x 450mm bevelled 14.00 Each 859.41
edge mirrror of superior glass mounted on
6mm thick A.C. sheet or plywood sheet and
fixing to wooden pluge with C.P. brass screws
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
75 Providing and fixing C.P. brass towel rail 2.00 Each 616.42
comlete with C.P. brass brackets fixed to
wooden plugs with C.P. brass scews.(B)
600mm x 20mm size.
76 Providing and fixing 600mm x 120mm glass 1.00 Each 542.84
shelf with C.P. brass bracket and guard rail
complete mixed to wooden plug with C.P. brass
77 Providing and fixing screw down bib taps of 20.00 Each 186.83
following size.(A) Brass screw down bib tap
polished bright. (i) 15mm dia.
78 Providing and fixing Gun metal check or non- 4.00 Each 663.43
return fullway wheel valve.(E) 40mm dia.
79 Providing and fixing PVC SWR Nahni trap IS 26.00 Each 586.27
14735 for drain - 100 mm diameter with jali of
the following nominal diameter of self
cleansing design with C.I scread down or
hinged grating including the cost of cutting and
Providing andthefixing
walls.S.W. gully trap with C.I. 6.00 Each 1246.92
grating brick masonry chamber and water tight
C.I. cover with frame of 300mm x 300mm size
(inside) with standard weight.(i) Square mouth
traps.(B) 150mm x 100mm size P or R type
81 Constructing brick masonry chamber for 7.00 Each 3660.76
underground C.I. Inspection chamber and
bends with bricks having crushing strength not
less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with
frame (Light duty) 455mm x 610mm intenal
dimensions total weight of cover with frame to
be not less than 38Kg. (Wt. of cover 23 Kg.) and
Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4
mix (1-cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating coat
of neat cement on walls and bed concrete etc.
complete.(ii) Inside dimensions 500mm x
mm and 450mm deep for pipe line with one or
Extra over items 24.44 for every additional 7.00 Each 264.86
depth of 0.1M. of part thereof beyond 450mm
depth for Brick masonry chamber.(ii) for
500mm x 700mm size.
83 Providing & fixing stainless steel soap tray near 10.00 Each 101
wash basin & hand wash facility etc. comp.
84 Providing erecting and fixing double coated ISI 15000.00 Litre 3.95
water tank of required capacity each with all
necessary fittings and connection etc.
complete on terrace
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
85 Construction of Septik tank of size 1.00 No. 66680.2
3.60x1.15x1.50 including Excavation, BBCC,
RCC, Reinforcement, Bella Mosanary, Finished
by Providing 15 mm plaster in cement mortor (
1-cement : 3-coarse sand )etc. complete As Per
Providing sock pit of 5.00 Cu.M. Volume 1.00 No. 3457.27
including excavating and filling brickbats with
dry masonry work at top for 45cm. height
including covering the top with stone including
providing vatas in C.M. 1:3 with finishing curing
87 etc. complete
Providing as directed.
& erecting open well horizontal mono 1.00 Each 10734.28
block pump set with cast iron body, compete
for three phase submersible motor having[B]
For 2 HP 3 phase open well horizontal mono
block pump set suitable for 200 LPM @ 25 mtr
head suitable for 50 mm dia delivery pipe
88 Point wiring for on board Looped Plug with 6A 132.00 Point 221.19
Modular type switch & 5 pin socket erected on
PVC / Metallic/Wooden box, single mounting
base frame covered with textured /
metallic/white front plate modules erected on
/ in wall / ceiling with following type
PointIIwiring for Light / Bell with 2-1.5 sq.mm 313.00 Point 430.26
& earth wire of 1.5 sq.mm (Green) both are of
ISI marked 1.1 KV grade FRLS PVC insulated
multi strand copper wires 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
(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ceiling
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
90 Point wiring for FAN with 2-1.5 sq.mm & earth 60.00 Point 610.04
wire of 1.5 sq.mm (Green) both are of .ISI
marked 1.1 KV Grade FRLS PVC insulated multi
strand copper wires up to 10 mtr length, in
below type of pipe erected with 6A Modular
type switch and hum free EME four or more
step type electronic fan regulator with
separately 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
(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ceiling
91 Point wiring for Individual Plug with & earth 34.00 Point 673.67
wire of 1.5 sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multi
strand copper wires up to 10 mtr length, in
below type of pipe erected complete with
Modular type switch & 5 pin Plug erected on
PVC / Metallic/Wooden box covered with
appropriate front plate modules erected on / in
wall / ceiling as per pipe erected with following
type of accessories.
[II] For 16A Plug and 16 amp switch with 2-2.5
sq.mm Cu. Wire from mcb db board.
(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ceiling
Providing & Erecting approved make following 200.00 Rmt 20.2
size of TV Co-axial flexible cable comprising
inner conductor of solid bare copper insulated
with Foam PE & Secondary conductor made of
poly - Aluminium film bonded Al. Braids @
suitable coverage overall sheathed with black
PVC insulation.
93 c) RG - 6 CCS
Providing following type of Modular Type 84.00 Each 15.15
Accessories mounted with PVC /
metallic/Wooden box, single mounting base
frame covered with textured / metallic/white
front plate , modules erected with necessary
connections as per site situation directed by
Engineer In charge.
(7) Blank Plate Single
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
94 Supplying and erecting LED indoor fittings with 90.00 Each 220.18
LEDs of wattage 0.2 Watt to 0.5 Watt
assembled on single MCPCB, with housing
used as a heat sink shall be made of thick
sheet Steel conforming to IS:
513/CRCA/aluminium pressure die cast
powder coated and high U.V. & corrosion
resistance with diffuser housed in aluminium
casted body with company mark/name 120 to
300 V,Power Factor more than 0.9, THD < 10 %,
CCT 3000 K to 6500K, Luminaire efficacy>
lumens/watt ,LED efficiency 110 lumens/watt.
LED driver efficiency > 85 % CREE / OSRAM /
PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux
make LED used for luminaire. ( fitting required
LM-79 & LM-80 Certificates)(NOTE: Below
description have shown ranges of Wattage
capacity of LED fittings.The Engineer incharge
may select any wattage capacity between the
ranges shown.) (A) Square/ Circular shaped
Surface/Recessed Mount Downlight with
provision for spring loaded mounting clips
95 Providing and erecting Sheet Steel powder 2.00 Each 3412.79
coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth
bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate
nos. of 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
(b) sheet steel double door
96 providing and erecting Miniature circuit breaker 40.00 Each 91.91
single pole 6A to 25A suitable to operate on
V A.C. system and having breaking capacity
KA to be erected in existing box. confirming to
IS 8828/1996 with ISI Mark
97 Providing & erecting 415 V MCB Four Pole for 3.00 Each 595.9
Motor & Inductive Load (C Curve) having 10KA
breaking capacity & confirms to IS :8828 in
existing box having following capacity
(a) 6 to 32 Amp.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
98 Supplying & erecting approved make low noise 10.00 Each 1703.87
decorative exhaust fan having size 200mm with
1350 RPM with square frame ABS body with
inbuilt lowers & square frame.
99 Providing and erecting Approved make RCCBs 2.00 Each 3040.1
conforming to IS: 12640 and having sensitivity
of 30 mA and Short Circuit withstand capacity
of 10 KA and suitable for operation on 3 phase
and neutral 415V,50Hz. having characteristic of
quick action & tripping with all advance feature
& do not incorporate any electronic component
for following Max. rating erected as directed.
(iii) 63 Amps. FP
100 Providing and erecting Approved make RCCBs 1.00 Each 4314.72
conforming to IS: 12640 and having sensitivity
of 30 mA and Short Circuit withstand capacity
of 10 KA and suitable for operation on 3 phase
and neutral 415V,50Hz. having characteristic of
quick action & tripping with all advance feature
& do not incorporate any electronic component
for following Max. rating erected as directed.
(iv) 100 Amps. FP (100 mA Sensitivity)
101 Providing and erecting ISI mark Medium class 400.00 MT 32.32
RIGID PVC PIPES of following size complete to
be erected on/in wall or ceiling erected with
necessary PVC fittings & Junction boxes fixed
with adhesive solution & Clamps with following
dia of pipes, in approved manner as directed
102 Providing and erecting ISI mark Medium class 200.00 MT 52.52
RIGID PVC PIPES of following size complete to
be erected on/in wall or ceiling erected with
necessary PVC fittings & Junction boxes fixed
with adhesive solution & Clamps with following
dia of pipes, in approved manner as directed
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
103 Supplying & erecting earth pit of minimum bore 3.00 Each 4591.46
dia.150mm size approved make Earthing
Electrode consisting Pipe-in-Pipe Technology
as per IS 3043-1987 made of corrosion free hot
dipped G.I.Pipes having Outer pipe dia of
50mm having 80-200 Micron galvanising, Inner
pipe dia of 25 mm having 200-250 Micron
galvanising, connection terminal dia of 12mm
with constant ohmic value surrounded by
highly conductive compound with high charge
dissipation suitable for following type of
applications with chamber and heavy duty
cover.(approved make OEM has to submit test
certificate) & having back filling compound of
(B) Inner chemical (CCM Compound)-
Resistivity:- 0.2 / meter testing as per IEC
62561-2017, Voltage drop:- < 1 volt at no load &
dry form, Sulphar content:- <2%(C) Back fill
Compound :- Earthing compound should be
capable to retain moisture for long time
Necessary test report must be submitted.
(a) For Electrical Installation up to 440V in
104 Providing and erecting HOT deep Galvanised 45.00 Kg 77.77
iron strip wire 8 to 16 SWG.
105 Point wiring for Two Way Controlled Light Point 10.00 Point 539.34
with 2-1.5 sq.mm & earthwire of 1.5 sq.mm
(green) both are of .ISI marked 1.1 KV grade
FRLS PVC insulated multistrand copper wires,
in following type of pipe to be erected
concealed in / flushed on wall/ceiling
,complete with 6A Modular type switches and
following type of accessories erected on PVC /
Metallic box, single mounting base frame
covered with textured / metallic front plate
modules erected on / in wall / ceiling as per
pipe erected. with necessary batten/angle
holder or ceiling rose or H.D.Connector as
directed.(f) with medium class Rigid PVC pipe
and accessories erected concealed in
106 wall/ceilingfollowing
Providing complete type of Modular Type 25.00 Each 125.24
Accessories mounted with PVC /
metallic/Wooden box, single mounting base
frame covered with textured / metallic/white
front plate , modules erected with necessary
connections as per site situation directed by
Engineer In charge.
(3) Two Pin/RJ-11 Telephone Socket,[A] For One
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
107 Providing following type of Modular Type 5.00 Each 134.33
Accessories mounted with pvc / metallic box,
single mounting base frame covered with
textured / metallic front plate , modules
erected with necessary connection. As desired
by Engineer In charge(4) TV Co-axial Socket
108 outlet ,Cat.II
Providing following type of Modular Type 30.00 Each 134.33
Accessories mounted with pvc / metallic box,
single mounting base frame covered with
textured / metallic front plate , modules
erected with necessary connection. As desired
by Engineer In charge(8) Modem Jack for
Supplying Open RJ-45,Cat.II
erecting approved make Telephone 500.00 Mtr 38.38
Cable electrolytic copper conductor PE
insulation twisted in two pairs, & wrapped with
FRLS PVC tape & sheathed with FRLS PVC or
HFFR outer Jacket suitable for telephone wiring
& confirming to C-DOT erected in existing pipe.
of following size of conductors & nos.of pairs.
With necessary connections.
[A] Conductor Size 0.5 mm,(a) Unarmoured, (4)
110 Supplying & erecting approved make LAN cable 920.00 Mtr 45.45
of following size in existing pipe as per
direction,[C] CAT -
111 Supplying & erecting Electronic Type Cordless 23.00 Each 238.36
Call Bell erected on PVC / Metal board having
portable bell push working on D.C. & bell on
230V A.C. supply with cells / battery
112 Supplying and erecting LED indoor fittings with 130.00 Each 238.36
LEDs of wattage 0.2 Watt to 0.5 Watt
assembled on single MCPCB, with housing
used as a heat sink shall be made of thick
sheet Steel conforming to IS: 513/CRCA
powder coated and high U.V. & corrosion
resistance with diffuser and/or Polycarbonate
optics with company mark/name
120 to 300 V,Power Factor more than 0.9, THD
CCT 4000 K to 6500K, Uniformity ratio >0.7,
Luminaireefficacy> 100 lumens/watt
LED driver efficiency > 85 %
CREE / OSRAM / PHILIPS Lumileds / NICHIA /
SEOUL/Bridgelux(U.S.A.) make LED used for
luminaire. ( fitting required LM-79 & LM-80
Certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any
wattage capacity between the ranges shown.)
(A) Tube Light with integral driver
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
113 Providing & erecting Approved make Power 50.00 Each 1948.29
Saving 50 Watt Ceiling Fan with double ball
bearing ISI mark with Condenser 230 volt A.C.
50 Hz 1200 mm sweep complete having
3blades with aluminium blades with , canopy &
30 cm. down rod erected with earthing.(Make
shall be approved by Engineer in charge))
114 Supplying and erecting 19 / 20 mm. nominal 30.00 Mtr 108.07
bore Medium Class M.S. Pipe down rod erected
duly painted for fan complete with proper
insulation without leckage and earthing.
115 Supplying & erecting fan hook box of 10 mm 50.00 Each 108.07
M.S. round bar bounded to the RCC bars up to
50mm length each side and pierced through a
16 Gauge M.S. box / Heavy Duty PVC box
complete erected concealed in Ceiling with
116 necessary finishing.
Providing 2.5mm.thick laminated acrylic sheet 50.00 Each 18.18
to cover the fan hook or Fan box
117 Providing and erecting Mains with 1.1 KV grade 300.00 Mtr. 78.78
FRLS PVC insulated ISI marked stranded
Copper conductor wire in 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
(a) with medium class Rigid PVC pipe and
(b) 2 wire 2.5 sq. mm
118 providing and erecting Mains with 1.1 KV grade 300.00 Mtr. 107.06
FRLS PVC insulated ISI marked stranded
Copper conductor wire in following type of pipe
to be erected in / on wall / ceiling with 2.5 sq.
mm copper conductor FRLS PVC insulated
stranded wire of green colour for earth
continuity of following size
(a) with medium class Rigid PVC pipe and
119 providing and erecting Mains with 1.1 KV grade 200.00 Mtr. 248.46
FRLS PVC insulated ISI marked stranded
Copper conductor wire in following type of pipe
to be erected in / on wall / ceiling with 2.50 sq.
mm copper conductor FRLS PVC insulated
stranded wire of green colour for earth
continuity of following size
(a) with medium class Rigid PVC pipe and
(h) 4 wire 6 sq. mm
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
120 Providing and erecting XLPE(IS:7098)(I)-88 ISI 75.00 Mtr. 673.67
armoured cable multistrand Copper
conductor for 1.1 KV. to be laid on wall with
necessary clamps or in existing trench / pipe
at road crossing or floor of following size of
Supplying Sq.erecting
and mm LED street light / Flood 4.00 Each 4147.06
light fittings with High power White LEDs
wattage of 3 Watt and above assembled on
single MCPCB, efficiency more than 130 lm/w
and corrosion free High pressure die cast
aluminum housing 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
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 LED
fittings.The Engineer incharge may select any
wattage 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.
Providing andtoerecting
60 Wattsstreet light pole bracket 4.00 Each 614.08
comprising main B Class GI pipe of
cm/require outside dia. complete with suitable
B Class G.I sleeve tubing of approx.
45cms.length and suitable for 76.5 mm /
80mm. / require size pole top having sufficient
fasteners for fixing the brackets and having
spread of 1 mtr. length with suitable rise as per
site condition & 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.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
123 Supplying and erecting triple pole & neutral 4.00 Rmt 3202.71
440V / 500V panel mounting Copper Busbars
with four equal Nos. of electrolyte bus having
current density not more than 1.6 Amp. /
sq.mm (Rated current / cross section area) duly
wrapped with colour insulating tape for phase
sequence of following current carrying
capacity, erected with necessary bus bar
supports /insulators, main cable socket to
each bar, erected in existing cubical panel with
necessary connections.
124 Solder less crimping type Copper lugs 10.00 Ea. 10.1
conforming to IS suitable for cable of following
size evenly crimped with high pressure tool &
connected to switchgear terminals with
brass/cadmium plated nut bolts in an approved
Providing and, fixing heavy duty flange type 10.00 Ea. 38.38
brass cable gland with rubber ring for PVC
insulated armoured cable complete with out
going tails, insulating tape etc for following size
126 (C) 2 to 4 &core
Providing 10 Sq.weather
erecting mm proof, dust & vermin 1.00 Sq. Mtr 16392.3
proof, floor mounted front operated indoor type
cubical panel board necessary IP-42 and above
protection as per approval from engineer incharge
made from 14 SWG thick CRC M.S. sheet for outer body
& doors, 16 SWG thick CRC M.S.sheet for internal
partitions with necessary accesories , supporting
angles/ flats channel including cutting, bending,
drilling, welding, riveting with internal partitions & cable
alley as per requirements & instruction of engineer-in-
charge with erection of supplied switch gears,
BUSBARS, suitable size of inter connecting PVC
copper wire / copper-aluminium strips, rubber
grommets, rib, bakelite control fuses/MCB for
measuring instruments, earth bus & earth bolts,
foundation flange - bolts-base Plates, sufficient nos. of
hinged doors, handles with locking arrangement and
rubber gasket,heavy duty end terminal
connection,danger notice board,necessary
ventilation,earthing strip complete. The Panel shall be
painted with epoxy powder coating.
(The rates excludes the cost of switchgears, bus bars,
inter connecting mains & Copper Aluminium strips,
meters, Fuses etc. The dimension shall be measured
excluding base beams) The panel shall be supplied with
following approved manufacturers with following size.
(C) The standard companies switch gear shall be used
and only manufacturers at CPRI approved factory as
per IEC 61439 for beneficial use.
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
127 Providing & erecting water cooler having 1.00 Each 46648.87
storage capacity 150 Ltr. & cooling capacity
150 Ltr.per hour @ an ambient temp of 45˚ C.
The outlet temp. of the water should drop by
15˚C within a hour, The water cooler should be
comprising of hermetically sealed compressor,
fan motor, condensing unit, water tank
surrounded by evaporating, coil, thermostats,
relay etc.complete with necessary inlet & outlet
connection. The body of water cooler will be
made from Stainless Steel.
128 Supplying & erecting reverse osmosis (RO) 1.00 Each 78061.89
water purification system with M.S. powder
coated pedestal frame, prefilter housing
carbon filter suitable buster DC pump, auto low
& high pressure switches with following size of
LPH capacity & erected as directed
[E] 200 LPH with 1 phase / 3 phase Raw water
pump of 1000LPH @ 2.5kg/cm2 (1N0 -
Kirloskar/CRI/Lubi) , Dual media filter 10"x54"
(1 No), Micron catridge filter 20" x 2.5" - (1No),
High pressure pump 1000LPH @ 10kg/cm2 -
(1No - Shimge /CRI /Lubi) , RO Membrane
housing with RO membrane of 40*40 - (
No),RO pressure tube 4" x 1E-(1No), 0-1200LPH
129 Rotameter-(2 Nos). Recovery
Supplying, Erecting, Testing Rate 50%.
& Commissioning 1.00 Each 972076.52
the passenger / stretcher lift having following
4/5/6 Passengers, Ground plus 1 upper floor
with Rated Speed of 1.0 m/sec,
(B) With General Specification attached
MonoblocCat.III
pump 3 phase 400/440 volt, 50 Hz 1.00 No 24000
AC Supply & 2800 RPM as per IS 9079 at
departmental stores with following MOC:
Casing: CI-FG260, Impeller: Bronze & Shaft:
DOLHP, Discharge
/ Star Delta 550 LPM,suitable
starter Head 33for local & 1.00 No 8383
remote pump control application consisting of
MPCB, overload relay and contactors as per
Type II coordination including digital voltmeter,
analogue ammeter with selector switch, run
hour meter, required protective relays & control
132 D. O. insulated
PVC L. up to 7.5flat
HP submersible cable as per 30.00 Rmt 87
detailed technical specifications of R/C of
GWSSB conforming to IS 694, IEC 60227 /
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
133 Providing and fixing, testing and commissioning 1.00 Each 3109
of following dia CI Buterfly valve (PN 1.6) with
integrally moulded linear of nitrile or EPDM.
Stainless steel Disc & Steam Lever operated
with ISI Marked as required.
Providing, fixing, testing and commissioning of 1.00 Each 6002
CI dual plate non-return valve of following sizes
conforming to IS: 5312 complete with rubber
gasket, GI bolts, nuts, washers etc. as required
for following diameter.
135 100 mm Dia.
Providing, fixing, testing and commissioning of 30.00 Rmt 1481.67
following diameter heavy duty class 'C' GI pipe
conforming to, IS : 1239 (Part-1) marked with all
necessary fittings like tees, elbows, flanges,
reducers, gaskets, nuts and bolts etc. Standard MS
fitting with welded joints or screwed joints as
required including fixing the pipe with necessary
structural supports including painting of two coats of
synthetic enamel paint over two coats of red oxide
primer including all civil breakage’s and making good
the same GI Pipe / PVC sleeve of suitable higher size
shall be provided whereever the pipes are crossing
the walls/ floors and sealing the sleeves with glass
wool in between & fire sealant compound at either
end all as per Engineer-in-charge/ Consultants
requirement including cutting holes and chases in
brick, RCC work. All hangers, clamps brackets etc
shall be of galvanized Iron and then supply of the
same shall be included for the rates under this head.
Welding of any kind on the galvanized support /
hanger shall not be permitted including synthetic
enamel paint of approved make over a coat of zinc
primer.-sleeve, fire sealant, structural supports,rcc
work not included. All Welding joints shall have V
136 100mm Dia and fixing First Aid hose reel with MS
Supplying 2.00 No. 6060
construction spray painted in post office red,
conforming to IS 884 with upto date
amendments, complete with the following as
required. a). 36m long 25mm (nominal
internal) dia water hose thermoplastic (textile
rainforced) type-2 as per IS: 12585 b).
25mm (nominal internal) dia S.S. Ball valve &
nozzle. c).Drum and brackets for fixing
the equipments on wall.
d).Connections from riser with stop valve (GM)
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
137 Supplying, fixing, testing and commissioning of 1.00 No. 4242
2 way fire brigade connection of cast iron body
with 2 nos. gun metal instanteneous inlet
couplings complete with cap and chain as
required for 150 mm dia MS pipe connection,
138 conforming to IS
Providing, fixing, as required.
testing and commissioning of 1.00 No. 2525
gun metal air release valve with connection in
the riser & control valve.
139 Getting Approval of Fire Hydrant system from 1.00 Job 20200
local fire authority and any other relevant
statutory authority at initial and various other
stages of work, including preparation of
report/drawings as per fire authority.
Contractor shall include cost of all liason work
which are not explicitly mentioned above but
are mandatory to have fire authority approval
(*any statutory charges will be paid extra).
140 Providing AUTOGLOW Signages in Block / Small 5.00 No. 227.25
Letters of Specified Sizes:
c)"DCP" Extinguisher: 8" X 4"
141 Providing AUTOGLOW Signages in Block / Small 5.00 No 227.25
Letters of Specified Sizes:
d)"CO2" Extinguisher: 8" x 4"
142 Providing AUTOGLOW Signages in Block / Small 10.00 No. 303
Letters of Specified Sizes:
f)Emergency exit size: 4" X 12"
143 Providing & fixing monoamonium phosphate 5.00 No. 3232
base stored pressure type Dry Chemical
Powder Extinguisher of capacity 6 kg. as per IS
15683 with hanging bracket & accessories.
144 Providing & fixing Carbon Dioxide type Fire 5.00 No. 5656
Extinguisher of capacity 4.5 kg. as per IS
with squeze grip type operation with swivel
horn, hanging bracket & accessories.
145 Providing and fixing of fire alarm and pump 2.00 No. 1818
trigger system as per requirement and
specification consisting of following items
c)Pump On / off switch:
146 Providing and fixing of fire alarm and pump 30.00 Rmt 131.3
trigger system as per requirement and
specification consisting of following items
d)4 core 1.5 sq.mm cu. Flexinble wire with pvc
pipe & hardware for pump on/off switch
147 Providing and fixing of control panel 8 zone for 1.00 No. 18180
fire alarm & pump trigger system complete as
per the requirement of the system.
148 Supply, Installation, Testing and 2.00 No. 2222
Commissioning of addressable looped power
type manual break glass unit with ressettable
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
149 Providing and laying Cement concrete 1:3:6 (1 9.49 Cum 3218.87
Cement : 3 coarse sand : 6 machine cut stone
aggregates 40 mm nominal size) and curing
complete excluding cost of formwork etc
complete. (A) Foundation and plinth
150 Providing and stacking of Chandni dwarf of 15.00 Each 35.35
height 15-20 cm., well branched in earthen
pots of size 20 cm as per direction of the officer
151 Providing and stacking of Alpinia Variegated 15.00 Each 122.21
(three in one) having ht. 30 cm and above, with
fresh and healthy variegated foliage in 25 cm
size of Earthen Pot/Plastic Pot & as per
direction of the officer-in-charge.
152 Providing and displaying of Areca Palm having 15.00 Each 159.43
ht.90 cm to 1.20 m with 4 to 5 suckers, well
developed, fresh and healthy with lush green
foliage in 25 cm size of Earthen pot / Plastic pot
& as per direction of the officer-in-charge.
153 Providing and stacking of Hibiscus rosasinensis 15.00 Each 45.45
of height 60-75 cm. with 5-6 branches in p.bag
of size 25 cm as per direction of the officer-in-
154 Providing and stacking of Ficus panda of height 15.00 Each 55.55
45-60 cm. with 6-7 branches and healthy
foliage in p.bag of size 25 cm as per direction of
the officer-in-charge.
155 Providing and stacking of Ficus blackii (F.vivion) 15.00 Each 111.1
of height 45-60 cm. with 6-8 branches healthy
foliage in earthen pots of size 25 cm as per
direction of the officer-in-charge.
156 Providing and stacking of Ipomoea purpurea 15.00 Each 35.35
(Morning glory) of height 30 cm to 45 cm. in
cm size of Earthen pots / Plastic pots & as per
direction of the officer-in-charge.
157 Providing and stacking of Allamanda violacea 15.00 Each 45.45
of height 30 cm to 45 cm. in poly bag of size
cm as per direction of the officer-in-charge.
158 Providing and stacking of Allamanda cathartica 15.00 Each 45.45
of height 30 cm to 45 cm. in 20 cm size of
Earthen pots / Plastic pots & as per direction of
the officer-in-charge.
159 Providing and stacking of Aspidistra, having 10 16.00 Each 40.4
to 15 leaves well developed with fresh &
healthy in 25 cm size of Earthen Pot / Plastic
Pot & as per direction of the officer-in-charge.
160 Providing and stacking of Euphorbia milli hybrid 15.00 Each 106.05
variety, having ht. 30 cm to 45 cm with multi
branch, full bloom, fresh and healthy leaves in
30 cm size of Earthen Pot / Plastic Pot & as per
direction of the officer-in-charge..
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
161 Providing and stacking of Bottle palm of ht. 270 - 10.00 Each 555.5
300 cm bottom girth 40 - 50 cm well developed
in big HDPE bags as per direction of the officer-
162 Providing and stacking of Foxtail palm of ht. 10.00 Each 656.5
240 - 270 cm bottom girth 35 - 40 cm well
developed in big size HDPE bags as per
direction of the officer-in-charge.
163 Providing and stacking of Michelia champa 10.00 Each 90.9
(Golden Champa) of height 90-105 cm.in
earthen pots of size 25 cm as per direction of
the officer-in-charge.
164 Providing and fixing pre-cast concrete kerb 36.00 Rmt 402.55
stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of
M200 grade concret as per approved design
and including excavation for fixing in proper line
and level,filling the joint with C:M 1:3
165 (1cement:3fine
Installation, etc complete.
Testing & Commissioning of 18.14 per KW 42455.35
following size of Grid Tied Solar Power Plant with
Solar Panels (ALMM approved): Frame Material :
Anodized Aluminum alloy Frame With Twin Wall
Profile, Front Cover : High Transmission Low-Iron
Tempered Glass (AR Coated), High efficency and
positive power tolerance Pmax: 0/+5, Module
Efficiency should be approx. 19.5%-22%, Normal
operating temperature 45'C, Junction Box with
Waterproof IP67 & MC4 Compatible and Enclosed
with Bypass diodes, 100% Electroluminescence test
to ensure error free Modules, Thep. temp. co-
efficient of the PV module shall equal or better than -
0.45%/degree C. Solar PV modules of minimum fill
factor 75% to be used. Unit Production:- More than
4.5 Unit /kw /day (Actual)(1Year Avg) With 10 year
Product warranty and 25 year Linear Power Warranty
includes all mechanical and electrical parameters of
the Solar panel. Modules must be complied to the
DCR(Domestic content requirements). The Ration of
AC to DC is 5:6 for the Installation capacity which
are given in AC KW.
Solar Inverter: MPPT Range: MPPT Range: 80-1000 V
, Max efficiency: 97.5% - 98.9%, O/p Frequency:
50/60Hz, Operating Altitude (m) ≤4000, O/p Power
Factor: ~1, O/P THDi: <3%, Operating Tempreture
Range: -25~60°C, Integrated protection of Inverter
are Anti-islanding Protection, Input Reverse Polarity
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
Protection, Insulation Resistor Detection, Ground
fault protection, Residual Current Monitoring Unit,
Output Over Current Protection, Output Short
Circuit Protection, Output Over Voltage Protection,
PV array string fault Protection. Protection Degree:
IP65, User Interface LCD & APP, Datalogger &
Communication: GPRS / Wi-Fi. Integrated, Input
Reverse Polarity Protection Integrated, Insulation
Resistor Detection Integrated, Residual Current
Monitoring Unit Integrated, Output Over Current
Protection Integrated, Output Short Circuit
Protection Integrated, Output Over Voltage
Protection Integrated, Protection Degree: IP65, User
Interface LCD & APP,Datalogger & Communication:
GPRS / Wi-Fi, Module Mounting Structure: The
mounting (Rectangular pipe / square pipe / circular
pipe) with requisite cross bars, nuts and bolts, etc.
shall be Hot deep galvanized with minimum
80micron coating. The Rectangular / square /circular
hollow pipe section used for the structure should
have a minimum thickness of 2.0 mm. other than
above, the material thickness should be minimum
2.5 mm. A certificate of a structural engineer
certifying the strength and stability of the mounting
structure to withstand the weight and wind speed of
150 km/hour throughout the life span of 25 years of
the system, shall be submitted by the vendors. Hot
Dipped Galvanized steel coils. suitable arrangement
for base plate for foundation , solar panel mounting,
the structure should be suitable for carry the load of
solar panel,wiring, sprinkler system etc. with
necessary foundation work/wall mount, j bolt,
anchor fastner etc. the nut bolt used for installtion of
stucture should be (SS 304) quality.The ground
clearance of the bottom most edge of solar panel
shall not be less than 300 mm to 1200 mm or as per
site’s technical/feasibility requirement.
a. Column –The minimum section (thickness) should
b. Rafter - The minimum section (thickness) should
c. Purlin - The minimum section (thickness) should
be 40MM * 40MM Balane of System with necessary
Swichgears (Suitabel size and protection of ACDB &
DCDB), inter connecting wiring, earthing system as
per the CEIG drawing approval, lightining arrester
system as per the CEIG drawing approval, all
liasoning work with various gov. dipartment like state
nodal agency,DISCOM & CEIG is included in agency
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
166 Providing and supplying in standard length ISI 26.34 Rmt 360
mark rigid unplasticised PVC pipes suitable for
potable water with ring fit joint including cost of
rings as per IS specification no. 4985/1988
including all local and central taxes,
transportation, freight charges, octrai,
inspection charges, loading, unloading,
conveyance to the departmental stores and
including cost of jointing material etc.
Test Pressure 6 Kg/cm2
167 Providing and supplying in standard length ISI 22.50 Rmt 82
mark rigid unplasticised PVC pipes suitable for
potable water with ring fit joint including cost of
rings as per IS specification no. 4985/1988
including all local and central taxes,
transportation, freight charges, octrai,
inspection charges, loading, unloading,
conveyance to the departmental stores and
including cost of jointing material etc.
Test Pressure 6 Kg/cm2
168 Providing and supplying ISI mark PVC 5"x2.5" 10.00 No. 151.5
Reducer as approved by engineer incharge.
169 Providing and supplying ISI mark PVC 2.5"x1.5" 10.00 No. 40.4
Reducer as approved by engineer incharge.
170 Providing and supplying ISI mark PVC 1.5" 15.00 No. 40.4
Elbow as approved by engineer incharge.
171 Providing and supplying ISI mark PVC 1.5" 5.00 No. 35.35
Couplin as approved by engineer incharge.
172 Providing and supplying ISI mark PVC 1.5" 10.00 No. 151.5
Union Valve as approved by engineer incharge.
173 Providing and supplying ISI mark PVC 1.5"x1.5" 5.00 No. 40.4
Tee as approved by engineer incharge.
174 Providing and supplying ISI mark PVC 3"x1.5" 5.00 No. 50.5
Reducer as approved by engineer incharge.
175 Providing and supplying ISI mark PVC Solution 5.00 No. 60.6
100ml as approved by engineer incharge.
176 Providing and supplying ISI mark Taplon Tap as 5.00 No. 20.2
approved by engineer incharge.
177 Providing and supplying Steel Jali as approved 5.00 No. 40.4
by engineer incharge.
178 Providing and supply Charcoal as per 0.02 Cum 9090
179 Providing and supply sand as per instruction 0.04 Cum 377.91
180 Providing and Supplying 8MM Metal as per 0.04 Cum 497.91
NAME OF WORK :-Proposed Construction of Nagarpalika Office Building in City Survey No. 1177 in
Ward No. ________at Vanthali. under S.J.M.M.S.V.Y.
BILL OF QUANTITIES
181 Providing and Supplying 20MM Metal as per 0.04 Cum 709.91
182 Labour work of Fitting of Rain Water Harvesting 5.00 Job 3030
System including cost of conveyance from
stores to site of work including cost of labour,
Machinary, Transportation, giving satisfactory
testing as per instruction of Engineer Incharge.
I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in
figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
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.
Signature of Contractor.
Consultant / Municipal Engineer Chief Officer President
Vanthali Nagarpalika Vanthali Nagarpalika Vanthali Nagarpalika
Vanthali Vanthali Vanthali
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1_NOITCE INVITING TENDER.pdf
2_SBD Attachment_merged.pdf
3.1_CHECK LIST.pdf
4_Electrical SPECIFICATIONS.pdf
4_SPECIFICATIONS BUILDING WORK.pdf
5_Vendor Civil work.pdf
6 DWG.pdf
7_SCHEDULE B - NAGARPALIKA BUILDING.pdf
08 TERMS AND CONDITION PART - 1 - ABOVE 30 LAKH -18092025.pdf
09 TERMS AND CONDITION PART - 2 - ABOVE 30 LAKH -04122025.pdf
3_Site Visit Certificate.pdf
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