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Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
3 Jun 2026, 6:05 pmClosed
Executive Engineer, Dahod (R & B) Division, Dahod
Construction of D Type-01 Unit at Garbada Dist. Dahod
306524
02 of 2026-27
Open
Civil Works - Buildings
Works
Dahod
2 documents required · 2 mandatory
₹3,600
Executive Engineer, Dahod (R&B) Division, Dahod
₹1.2 L
19 May 2026
19 May 2026
19 May 2026
3 Jun 2026
19 May 2026
Construction of D Type-01 Unit at Garbada, Dist. Dahod.
BILL OF QUANTITIES
Percentage Rate Tender
Item Description of Item Quantity Unit Rate In Amount
1 Excavation for foundation upto 1.5 m depth 673.00 Cumt 125.86
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(A) Loose or soft soil
2 Excavation for foundation for depth from 1.5 m 525.00 Cumt 174.56
to 3.0 m including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead.(B)
Dense or Hard soil
3 Filling in foundation and plinth with sand in 28.00 Cumt 419.82
layers of 20 cm. Thickness including watering
ramming and consolidating etc. comp.
4 Filling available excavated Earth (Excluding 224.00 Cumt 137.47
Rock) in trench plinth side of foundation . in layer
not excluding 20 cm in depth consolidation each
deposited layer by ramming and watering etc.
5 Filling foundation and plinth with murrum or 692.50 Cumt 273.07
selected soil in layer of 20 cm in thickness
including ramming watering and consolidating
6 Applying general insecticide pest control 98.00 Sqmt 54.39
treatment to floors, cupboards etc including
labour material etc. complete. Using Imidacloprid
30.5 SC. As Per 6113 Part -II (0.075%
concentration by mass) is recommended 10.5ml
chemical diluted with 5 liters of water
application 0.5 liters chemical/ sqm of surface is
recommended as per I.S.
7 Providing and laying cement concrete 1:3:6 (1- 58.50 Cumt 3005.48
Cement : 3- coarse sand : 6- machine cut stone
aggregates 40 mm nominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
8 Providing and laying controlled cement concrete 14.50 Cumt 3861.37
M.150 and curing complete including the cost of
formwork and excluding reinforcement for
reinforced concrete work in (A) Foundations and
9 Providing and laying controlled cement concrete 114.00 Cumt 4504.92
M-250 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(A) Foundations, footings, and Mass concrete.
Item Description of Item Quantity Unit Rate In Amount
10 Providing and laying controlled cement concrete 35.50 Cumt 7358.05
M-250 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(d) columns Up to Plinth level.
11 Providing and laying controlled cement concrete 37.00 Cumt 7302.00
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
Columns, pillars posts and struts G.FLOOR
12 Providing and laying controlled cement concrete 46.00 Cumt 6190.33
M-250 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
Ground & Plinth BEAMS
13 Providing and laying controlled cement concrete 14.00 Cumt 5239.38
M-150 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(C) Plinth Slabs
14 Providing and laying controlled cement concrete 20.00 Cumt 6144.53
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(C) Ground floor Beams,
15 Providing and laying controlled cement concrete 2.50 Cumt 6375.12
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(c) Chhajja for Ground floor
16 Providing and laying controlled cement concrete 2.00 Cumt 7506.58
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(c) Lintal for Ground floor
17 Providing and laying controlled cement concrete 20.00 Cumt 6673.86
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(C) Ground floor Slab
18 Providing and laying controlled cement concrete 2.00 Cumt 8391.94
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
(E) Stair case for Ground Floor to first floor
Item Description of Item Quantity Unit Rate In Amount
19 Providing and laying controlled cement concrete 17.00 Cumt 10565.86
M200 and curing etc. complete including the cost
of form work and excluding the cost of
reinforcement etc. complete in RCC Vertical and
Horizontal wall for Floor Two Level
20 Providing and laying controlled cement concrete 32.00 Cumt 6393.44
M-200 for RCC work and curing complete
including the cost of form work but excluding the
cost of reinforced concrete work in coping on
21 Providing IS Mark TMT FE 550D bar 43947.50 Kg 92.31
reinforcement for RCC work including bending &
placing in position complete up to All floor Level
22 Providing and fixing 90 cm high Stainless steel 9.73 Rmt 3626.51
railing made from anticorrocive 304 grade S S
pipe of 50 mm dia (16Gauge) as hand rail with S
S 304 grade Baluster of 38 mm dia (16Gauge) as
a vertical support fixed in RCC slab at 1.2m c/c
including three horizontal S S pipes of 25 mm
dia (16Gauge) at eqal distance fixed by 18.75 mm
dia (16Gauge) S S pipe with baluster including
accessories as per detailed drawing as directed
23 Providing, laying and fixing 60 cm Height MS 4.00 Rmt 827.19
Railing made from anticorrocive up of RCC
Perapet Wall on fixing Hand Railing 50 mm dia
(16 Gauge) MS Round Hollow pipe horizontal
Nos and 35mm dia vertical connection pipe 3 No
with all material , laboure charges and
accessories as per requirement as directed by
Engineer-in-charge etc. complete.
24 Brick work using common burnt clay building 8.00 Cumt 3853.23
bricks having crushing strength not less than
kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:6 (1- Cement : 6 -fine sand) (B)
25 Brick work using common burnt clay building 208.50 Cumt 4141.66
bricks having crushing strength not less than
Kg/Sq.cm. in super structure above plinth level
upto floor two level in cement mortar 1:6
(1cement : 6 fine sand) {Ground FLoor}
26 Half brick masonry in common brunt clay 55.00 Sqmt 645.73
building bricks having crushing strength not less
than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-
Cement : 4 -coarse sand ) brick work in
superstructure above plinth level upto floor two
level(B) Conventional For Ground floor
Item Description of Item Quantity Unit Rate In Amount
27 Providing and fixing 150 mm wide, approved 13.00 Sqmt 295.12
quality chicken wire mesh at junction of brick
work and RCC work or two dissimilar surfaces, at
all heights fixed by nails, rowal plugs or tag by
cement mortar 1:3 before applying the plaster,
including curing, scaffolding all complete as
28 Providing 15mm thick mala cement plaster in 424.50 Sqmt 296.77
single coat on Rough (Similar) side of single or
half birck walls / concrete wall for interior
plastering and finished even in C M 1:4 (1
cement : 4 coarse sand) with 1 x1 cm grooves at
juction of structural members etc. comp. For
29 Providing 10 mm. Thick Mala trovel plaster in 139.50 Sqmt 162.12
single coat for plastering on ceiling and soffits of
stairs and finished With 1x1 CM Grooves at
juction of structual member in : (I) Cement
mortar 1:4 (1 cement : 4 sand) with Mala finished
of neat cement slurry etc. complete.Ground
30 20 mm Thick sand faced Double coat Gutka 2098.00 Sqmt 353.98
plaster on walls with 1x1cm grooves consisting
of 12 mm Thick backing coat of c.m. 1:3 (1
cement : 3 sand) and 8 mm Thick finishing coat
of c.m. 1:1 (1 cement : 1 sand) etc. complete. For
all height and as per pattern sample aprroved by
the architect or directed engineer in-charge
31 Providing throating or plaster drip and moulding 35.00 Rmt 44.07
to R.C.C. Chhajja.
32 Applying two coats of Birla or Asian acrylic lapy 564.00 Sqmt 40.59
(putty) & two coats of primer of approved brand
and manufacture on new wall surface to give an
even shade including thoroughly brushing the
surface free from mortar dropping and other
foreign matter and sand papered smooth.
33 Wall painting (Three coats) with plastic emulsion 424.50 Sqmt 128.38
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
and sand papered smooth.
34 Wall painting (Three coats) with plastic emulsion 139.50 Sqmt 90.48
paint of approved brand and manufacture on
undecorated ceiling surface to give an even shade
including throughly brushing the surface free
from mortar droppings and other foreign matter
and sand papered smooth.
Item Description of Item Quantity Unit Rate In Amount
35 Finishing wall with weather proof 100 % 2098.00 Sqmt 122.14
acraylic emulsion (Apex or equivalent type) paint
of approved brand and manufacture and of
required shade on exterior wall surface to give an
even shade over and including primery coat with
Alkaly resistance primer of approved brand after
thoroughly brushing surface to remove all dust
and remains of loose powdered material etc.
copm. for all height
36 Providing and laying water proofing treatment 124.00 Sqmt 1164.53
with china mosaic tiles flooring over avg 50 mm
C.C. 1:2:4 bedding for maintaining slope for plain
and curve surface & 12 mm to 20 mm of broken
piece not more than 2.5CM of ceramic / glazed
tiles ( one for more colour as directed ) to be laid
over cement mortar bedding of C M 1:3 (1
cement : 3 sand ) contain water proofing
materials per bag of cement useas specified by
manufactured and slops to be tempered to bring
mortar 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 patens or
design as per drawing and cleaning by using
oxalic acid etc. complete.
37 Providing Plinth Protection to Building including 63.00 Sqmt 1447.33
excavation in ordinary soil and laying cement
concrete 1:3:6 using stone aggregates of 40mm
nominal size in foundation layer 100 mm thick
below pre-cast Rubber Dye inter locking concrete
block 60mm thick with grade of concrete M200
pneumatic compressed by mechanically pressed
and as per approved design including 75mm
Sand layer for levelling and filling the joint with
sand in proper line and level etc. complete,
Including Providing and fixing pre-cast concrete
kerb stone of grey cement based concrete block
30cm length, 30cm height and 15cm thick of
M250 grade concrete as per approved design and
including excavation for fixing in proper line and
level, filling the joint with C:M 1:3 (1cement:3
fine sand) etc. complete.
Item Description of Item Quantity Unit Rate In Amount
38 Providing & fixing in position standard extruded 5.40 Sqmt 4028.89
Aluminum Four track (3 shutter + 1 Mosquito
net shutter) with Standard Extruded Colour
Anodied Alluminium Section Equivalent to Jindal
Series E (30mm) Section Numbered: Frame -
Bottom with Gutter -21198, Frame Top & Side-
21204 ,Shutter Top & Bottom 20993, Shutter
Inter Lock -20550 ,Shutter Side (handle) -20553
With 5mm thick Transparent Tinted Float Glass
With EPDM Rubber Gasket, Air Lock Stirip and
Finishing , Joint With Section Sealant, With Power
Coated Standard Alluminium Fitting.with as per
window size including all required materials
labours and equipments as per detailed drwg. as
39 Providing & fixing in position standard extruded 9.71 Sqmt 3768.31
Aluminum Three track (2 shutter + 1 Mosquito
net shutter) with Standard Extruded Colour
Anodied Alluminium Section Equivalent to Jindal
Series E (30mm) Section Numbered: Frame -
Bottom with Gutter -20928, Frame Top & Side-
20837 ,Shutter Top & Bottom 20993, Shutter
Inter Lock -20550 ,Shutter Side (handle) -20549
With 5mm thick Transparent Tinted Float Glass
With EPDM Rubber Gasket, Air Lock Stirip and
Finishing , Joint With Section Sealant, With Power
Coated Standard Alluminium Fitting.with as per
window size including all required materials
labours and equipments as per detailed drwg. as
40 Providing and fixing adjustable aluminium glass 0.72 Sqmt 2565.90
louver window made of standard extruded
colour anodized aluminium sections equivalent
to Jindal Section Frame No. 21458, including
mm thick frosted glass louvers of standard make,
complete with all fittings, fixtures, fixing, sealing
and finishing as per specifications and directions
of Engineer-in-Charge.
41 Providing and fixing single shutter solid core 11.50 Sqmt 3249.17
wooden flush door shutter, 35 mm thick,
conforming to IS: 2202, manufactured from ISI
approved manufacturer, finished with 1 mm
thick decorative laminate on both sides, including
6 mm thick polished and machine-glued PVC
beading on all sides of shutter, fixed in position
with all necessary S.S. fittings and locking
arrangements. The shutter shall be provided with
150 mm high stainless steel handles, minimum
four numbers of stainless steel hinges, door
stopper and all other hardware fittings as
approved by Engineer-in-Charge
Item Description of Item Quantity Unit Rate In Amount
42 Providing and fixing FRP frame size 100 x 50 mm 4.00 Sqmt 2363.40
and 35 mm thick ( Fiber Glass with PUF Injection
) FRP depress panel Single or Double shutter
having extra reinforcement on sides & edges in
Gel coat finish.The core of the both shutter &
frame is to be filed up with injected fire retradat
grade polyurethene foam done in situ along with
embeded wooden pieces for stiffening & also
taking hinges & fintures.The whole FRP frame &
single or double shutter is to be waterproof,
weatherproof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S hinges
with necessary screws & alluminum fixtures &
fastenings & fartener sleeve.Colour and Shade
approved by Engineer-In-Charge.
43 Providing & Laying 600 x 600 GVT vitrified 8 14.00 Sqmt 1434.75
mm thick tile flooring over 20 mm (average) base
of cement mortar 1:6 ( 1 cement: 6 coarse 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 shade
approved by directed engineer in-charge.
44 Providing and laying GVT Vitrified tiles 8 to 10 5.00 Sqmt 1195.02
mm thick , 600 x 600 mm in skrting risers of
steps and dedo on 10mm thick cement plaster
1:3 (1- cement : 3-coarse sand) and jointed with
white cement slurry
45 Providing and laying Double Charged vitrified 60.00 Sqmt 1581.66
tiles of size 60cm x60xm , 8 mm thick, of
approved make and DARK shade, in flooring over
20 mm average thickness base of cement mortar
1:6 (1 cement : 6 coarse sand) on new surface, or
fixing on existing flooring with approved
adhesive material, including dismantling of
existing flooring where required, preparing the
surface, laying tiles true to line and level, jointing
with coloured cement slurry matching the tile
shade, finishing the joints flush, curing, and
cleaning the surface complete as per
specifications and directions of Engineer-in-
46 Providing and laying Double Charged Vitrified 7.00 Sqmt 1229.17
tiles 8 to 10 mm thick , 60cm x 60cm 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
Item Description of Item Quantity Unit Rate In Amount
47 Providing and laying 60 x 60 cm Machine 27.00 Sqmt 1121.80
polished Machine cut Blue Kota Stone slab
flooring over 20 mm (average)thick base of
cement mortar 1:6 (1-cement 6-coarse sand) or
L.M 1:1.5 (1 Lime putty : 1.5 coarse sand laid
over and jointed with grey cement slurry mixed
with pigment to match the shade of slab
including rubbing and polishing etc.complete (A)
48 Providing and laying 60 cm × 60 cm matt finish 54.00 Sqmt 1525.10
porcelain tiles of approved make and shade, with
3 mm wide grooves/joints, in flooring over
prepared base, fixed with approved cement-
based tile adhesive, laid true to line, level and
pattern, including surface preparation, cutting
and finishing edges, and jointing the tiles with
approved epoxy grout of matching colour,
finishing the joints flush, curing wherever
required, and cleaning the surface complete as
per specifications and directions of Engineer-in-
49 Providing and laying coloured Digital Printed 40.00 Sqmt 1523.67
glazed tiles of the size 300 mm x 200 mm x 8 mm
mm x 8 mm in skirting, risers of steps and dedo
on 10 mm. thick cement plaster 1:3 (1 cement :
coarse sand) & jointed with white cement slurry.
50 Providing and laying machine cut free edge 23.00 Sqmt 2016.97
machine polished granite stone 18mm thick
finished treads and risers in with 1cm projecting,
nozing rounded moulding in tread laid over
mm (av.) thick bases of cement mortar 1:6 (1-
cement : 6-coarse sand) jointed with grey or
colour cement slurry including rubbing and
polishing incl. making Three No.s of grooves of
size 3mm X 3mm along the length of treads etc.
51 Providing and fixing mirror polished 18 mm 32.26 Sqmt 2919.91
thick Black Granite stone with full round edge
and polished of approved quality in clading on
sill and around the doors/ windows/ ventilation
with 12 mm thick cement mortor CM (1:4) and
fixing with cement slurry & adhesive including
moulding of exposed edges as directed by
engineering in charge etc. complet
Item Description of Item Quantity Unit Rate In Amount
52 Providing and laying chequered precast cement 3.00 Sqmt 545.76
concrete tiles 22mm thick with aggegate of sizes
upto 6mm in floors, treads of steps and landings
on 20mm thick bed of C.M. 1:6 (1-cement : 6-
sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse
sand) joint with neat cement slurry with
pigments to match the shade of the tiles. etc.,
complete all as directed by Engineer-in-Charge.
53 Providinfg and fixing Safty grills of required 666.50 Kg 106.05
pattern for windows/ Door using necessary M.S
angle/ M.S pipe, M.S flats and other structural
steel at required spacing including cutting,
welding and fabriction etc. including one coat of
primer of approved quality and two coats of oil
painting as per detail drawing etc complete.
54 Providing erecting and fixing double coated 5000.00 Litre 3.95
Syntex PVC. (ISI) water tank of required capacity
each with all necessary fittings and connection
etc. complete on terrace.
55 Providing laying and jointing in true line and 45.00 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
concelled as directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
56 Providing laying and jointing in true line and 20.00 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
concelled as directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
57 Providing laying and jointing in true line and 10.00 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
concelled as directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
Item Description of Item Quantity Unit Rate In Amount
58 Providing laying and jointing in true line and 20.00 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
concelled as directed including necessary fittings
etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of
59 Providing, laying and jointing in true line and 59.00 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 210 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 including
cost of all materials.
60 Providing, laying and jointing in true line and 20.00 Rmt 897.79
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 149 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 including
cost of all materials.
61 Providing, laying and jointing in true line and 10.00 Rmt 777.70
level 75 mm dia. UPVC SWRType B pipe
conforming to IS 13592-1992 with one end plain
and other end socketed with rubbering and
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 at every 2000 mm c/c or shall be conceled
in walss 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.
Item Description of Item Quantity Unit Rate In Amount
62 Providing and fixing in PVC SWR cowel went 2.00 No 16.16
75mm dia to pipes.(B) 75mm dia.
63 Providing and fixing in PVC SWR cowel went 4.00 No 29.29
110mm dia to pipes.(B) 110mm dia.
64 Providing and fixing PVC SWR Nahni trap IS 4.00 No 600.23
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 making good the
65 Providing and fixing wash down water closet 1.00 No 3055.25
(European type W C pan) with integral P and S
trap including jointing the trap with soil pipe in
cement mortar 1:1 (1 cement five sand) including
providing and fixing plastic seat cover for wash
down WC with CP brass hinges and rubber
buffers back plastic seat and including providing
and fixing PVC flushing tank with a pair of C I or
MS bracket with complete fitting such as lead
valve siphon 15 mm dia brass ball valve with
polythene float CP brass handle unions and
couplings for connection with inlet out let and
over flow pipes 40 mm dia porcelain enameled
flush bend including cutting holes in walls and
making good the same connection the flush bend
with cistern and closet vitreous china.
66 Provision and fixing water closet squatting orissa 1.00 No 1849.31
type W.C. pan size 580mm integral footrest and
100 mm P or S trap and in cluding 25 mm dia CP
brass flush valve and GI inlet connection etc.
comp. (A) Vitreous china long pattern white or
67 Providing and fixing brass screw down stop 5.00 No 205.83
tap.(A) 15mm dia.
68 Providing and fixing ball cock of approved. 1.00 No 189.84
quality as directed.(A) Copper Metal (ii) 50mm
69 Providing and fixing washbasin with single hole 2.00 No 1649.86
for pillar tap with C.I. or M.S. brackets painted
white including Rubber plug, sutting holes and
making good the same but excluding fittings and
also including rate of C.P. brass waste for
washbasin or sink (A) 32mm dia. and M.I. fisher
union for washbasin or sink. (A) 32mm dia.; (A)
Vitreous China:(ii) Flat Back washbasin 550 mm
x v 400mm size. (i) In white colour.
70 Providing and fixing 600mm x 450mm bevelled 3.00 No 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 and
Item Description of Item Quantity Unit Rate In Amount
71 Providing and fixing C.P. brass towel rail comlete 3.00 No 616.42
with C.P. brass brackets fixed to wooden plugs
with C.P. brass scews (B) 600mm x 20mm size.
72 Providing and fixing screw down bib taps of 3.00 No 214.81
following size.(A) Brass screw down bib tap
polished bright. (i) 20mm dia.
73 Providing and fixing pillar tap, capstan head, 2.00 No 308.73
screw down high pressure with screws, shanks
and back nuts. (i) 15mm dia.
74 Providing laying (to level or slopes) and jointing 174.00 Rmt 677.93
reinforced concrete Light duty non-pressure
pipes I.S. class NP2 of the following internal
diameter with collars and butt ends prepared for
collar joints including testing of joints complete.
75 Providing and laying (two level or slopes) and 20.00 Rmt 531.04
jointing with stiff mixture of Cement Mortar in
proportion 1:1, Salt glazed stone ware pipes of
pipes 150mm laying lime concrete 1:2:4 (1-Lime
putty :2-Fine samd : 4-Graded brick aggregates
40mm nominal size) bedding for stoneware
pipes of following internal diameters with
necessary formwork and curing complete.
76 Providing and fixing S.W. gully trap with C.I. 3.00 No 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
77 Constructing brick masonry chamber for 3.00 No 3223.92
underground C.I. Inspection chamber and bends
with briocks having croshing strength not less
than 35Kg. Cm2 in C.M. 1:5 precast RCC cover
455mm x 610mm intenal dimensions with frame
(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 (i) Inside
dimensions 455mmx 610mm and 450mm deep
for single pipe line.
Item Description of Item Quantity Unit Rate In Amount
78 Constructing brick masonry chamber for 7.00 No 3933.95
underground C.I. Inspection C.I. Inspection
chamber and bends with briocks having croshing
strength not less than 35Kg. Cm2 in C.M. 1:5
precast RCC cover 500mmx 700mm intenal
dimensions with frame (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 (i) Inside dimensions 500mmx 700mm
and 450mm deep for single pipe line.
79 Constructing brick masonry chamber for 3.00 Each 242.39
underground C.I. Inspection chamber and bends
with briocks having croshing strength not less
than 35Kg. Cm2 in C.M. 1:5 precast RCC cover
455mm x 610mm intenal dimensions with frame
(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 (i) Inside
dimensions 455mmx 610mm and 450mm deep
for single pipe line.
Extra over items for every additional depth of
0.1M. of part thereof beyond 450mm depth for
Brick masonry chamber.(i) for 455mm x 610mm
80 Constructing brick masonry chamber for 3.00 Each 264.86
underground C.I. Inspection C.I. Inspection
chamber and bends with briocks having croshing
strength not less than 35Kg. Cm2 in C.M. 1:5
precast RCC cover 500mmx 700mm intenal
dimensions with frame (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 (i) Inside dimensions 500mmx 700mm
and 450mm deep for single pipe line.
Extra over items for every additional depth of
0.1M. of part thereof beyond 450mm depth for
Brick masonry chamber.(i) for 500mm x 700mm
Item Description of Item Quantity Unit Rate In Amount
81 Providing and fixing GI Ladder of required 250.00 Kg 95.95
pattern with GI flats(30x3mm) or round or
square bars (12mm) at required spacing & with
round headed bolts and nuts or screws or
welding including primer coat of approved
quality and two coats of oil paintas as directed
by engineer in charge
82 Constructing 90cm Hight kitchen Platform 18 5.00 Sqmt 4193.52
mm thick Polished Black Granite at top and
mm thick Kota stone slab one side polished at
bottom with cementing Materials / adhsives
including makeing necessary grooves in walls
with Vertical sandwich two Kotastone 25 mm
support every 60 cm centre to centre or as
required including all labour material of
approved quality incl. full moulded round front
edge granite strip of one side polished and
jointed with grey cement slurry including
rubbing and polishing etc. complete for all floors
83 Providing and fixing 25 mm thick polished kota 5.00 Sqmt 667.61
stone Shalve with full round edge and double
side polished of any required and fixing with
cement slurry & adhesive including both
exposed edges cut and Smooth Finished as
directed by engineering in charge etc. complete.
84 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 No 3640.04
brackets, painted white including cutting holes in
walls and making good the same but excluding
fittings. (C) Vitreous China Sink.(i) 600mm x
450mm x 150mm size
85 Providing and fixing Kitchen platform trolley 5.00 Sqmt 12664.39
having three drawers of SS (IS 304) of required
size like thali, katleri, perforated, partition,
cupsosar type in kitchen platform having drawer
front side and backside by using 19mm thick all
proof plywood of ISI quality all side laminated
etc. as directed. The size of SS (IS 304) basket of
size 4" to 18" for thali, dish, katleri, perforated,
partition, cupsosar type as directed including
necessary S.S. fittings, handles, nobs, telescopic
channels, etc. as directed
86 Providing and fixing in position 150 mm high, 20.00 No 404.00
English letters made from 1.0 mm thick stainless
steel sheet as directed by Engineer in charge with
all necessary tools & plants etc. complete.
87 Providing and fixing 25 mm thick shutters for 11.00 Sqm 3179.95
cupboards etc. including anodised alluminium
butt hinges with necessary screws. (A) Indian
teak wood. (i) Fully Panelled.
Item Description of Item Quantity Unit Rate In Amount
88 Providing and fixing C.I. Manhole cover 0.60 M. x 1.00 Nos 958.17
0.45M. size having weight not less than 35Kg.
89 Providing and fixing rolling shutters of approved 5.00 Sqmt 3554.40
make made of 80 mm wide M.S laths inter-locked
together through heir entire length and jointed
together at the ends by end locks mounted on
specially designed pipe shaft with bracket
plates,guide channels and arrangement for inside
and outside locking with push-pull operation
including the cost of hood cover and sprig
etc.complete(A) Shutters having width below
90 Steel work, welded in built up sections framed 526.00 kg 91.08
work including cutting, hoisting, fixing in position
and applying a priming coat of read lead paint &
two coat oil paint. (A)In beams and joists,
channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams.
Hip and jack rafters, purlins conneted to common
rafters and the like.
91 Providing and fixing of Ridge flashing for roof 16.00 Sqm 867.39
panel shall be made out of 0.5 mm thick pre
coated GI sheet . The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS
14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7
microns epoxy primer on both side of the sheet
and polyester top coat 15-18 micron. The PPGI
Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during
transportation. The ridge shall be fixed to the
steel members by pop rivet or self drilling/self
stitching fastners @ maximum 450 mm c/c along
length of capping/flashing etc complete .
92 Providing and fixing pre-cast Rubber Dye inter 256.00 Sqm 702.02
locking concrete block 60mm thick with grade of
concrete M30 pnumatic compressed by
mechanically pressed and as per approved
design confirming to IS 15658: 2006 including
35mm Sand layer for levelling and filling the joint
with sand in proper line and level as per
guidelines of IRC SP 63-2018 etc complete.
93 Drilling pilot borehole of size 250/300 mm at 100.00 Rmt 853.25
above site by mud flush direct rotery rig.
94 Reaming of 250/300 mm dia.Pilot borehole to 15.00 Rmt 527.95
size 550 mm dia. Incliding assembling ,lowering
housing ,casing strainerpipers with gravel
packing and clayball packing etc.
Item Description of Item Quantity Unit Rate In Amount
95 Development of cach water bearingzone coming 1.00 Job 13212.90
across the full depth of tubewell by lowering
mm dia.Droplineand 32 mm dia airline for each
water bearing Zone with suitabale capacity air
compressar up to avilability of sand free
96 900 CFM /200 PSI capacity air compressar upto 1.00 Job 27206.17
the availability of sand free discharge for upto
97 Supply of M.S. E.R.W. plain end medium duty pipe 100.00 Rmt 2440.64
confirming to IS 4270/2001 with latest
amendments Of size 250 mm dia (minmum
thicknes of 7.1 mm)
98 Screen Slotting of MS ERW balnce pipe with size 200.00 slots 0.22
of slot 6.75 cm X 6.35 cm X 3.12 mm for 250 mm
99 Supply of miscellenious bore material suitable to 1.00 Pair 1912.70
250 mm dia pipes as following (A) MS Bore
clamps made from M.S. plate with 3 holes on
either side with nuts & bolts of std make of size
900X100X16 mm flat suitable for 250 mm dia
100 Supply of miscellenious bore material suitable to 1.00 No 1385.64
250 mm dia pipes as following (B) MS Bore Plug
having 100mm height made from M.S. plate with
3 holes at equal distance on circumferrence for
nut-bolts type, locking arrrangement with nuts-
bolts & lock nuts of std make complete from
mm thick M.S. plate suitable for 250mm dia pipe.
101 Supply of miscellenious bore material suitable to 1.00 No 999.90
250 mm dia pipes as following (C) MS Bail Plug
having length 0.45 mtr from medium class pipe
as per I.S. suitable for 250 mm dia pipe.
102 Supply of miscellenious bore material suitable to 168.00 NO 86.21
250 mm dia pipes as following (D) Steel bent
plate suitable for ERW pipe for 250mm dia
(size:200 X 150X6 mm)
103 Supply of GRAVEL OF selected size 4 mm to 6mm 40.00 Cum 2020.24
104 Electrologging of Pilot bore hole with carting. 1.00 Job 10665.60
105 Geohydrological ground water investigation 1.00 No 14220.80
including vehicle charges for three phase DTH
bore/DR tube well including water sample
testing & chemical analysis
106 Providing, supplying and commissioning ISI 1.00 No 4753.30
mark CI D/F Reflux Valves of following class and
diameter including all taxes, insurance,
transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to
departmental stores stacking etc. complete.
Reflux valves PN 1 IS 5312 with ISI mark size:
Item Description of Item Quantity Unit Rate In Amount
107 Providing and laying in trenches galvanised mild 100.00 Rmt 921.68
steel tubes (Midium grade) of the following
nominal bore, and tube fitting (Earthwork in
trenches to be measured and paid for separately
108 Constructing Manhole with R.C.C. top slab in 2.00 No 23470.48
1:2:4 mix (1-cement :2-coarse sand : 4-graded
stone aggregate 20mmnominal size) foundation
concrete 1:3:6 mix (1-cement : 3-coarse sand :6-
Brick bats 40 + 50mm size) inside
plastering15mm thick with Cement Mortar 1:5 (1-
Cement : 5-coarsesand) finished with a floating
coat of neat cement andmaking channels in
cement concrete 1:2:4 mix (1-Cement :2-Coarse
sand :4-stone aggregate 20mm nominal size)
finishedsmooth complete including curing and
festing (i) Inside size900mm x 1200mm and
1.5M. deep including C.I. cover withframe size
560mm diameter total weight of cover and
frameto be not less than 128 kgs. (Wt. of cover
Kg. and Wt. offrame 64 Kg.)(A) With 230mm
thick walls of brick msonryusing brick having
crushing strength not less than 35Kg. /Sq.cm. in
Cement Mortar 1:5 (1- Cement: 5-Coarse sand)
(3)C type depth 2.25 Metre for 150mm diameter
109 Providing and fixing decorative entrance gate 375.00 kg 176.75
made out of cast iron and various mild steel
tabular section combination , the Ornamental
entrance gate should be fixed at compound wall
including pattern and die making , cutting
welding , grinding, fabrication , fixing in position
at compound wall with necessary pedestal,
bearing block and other locking arrangement.
The entrance gate should be painted with two
coats of priming coat of paint, and two coat of oil
paint etc complete. As per detail design and
instruction of architect.
Item Description of Item Quantity Unit Rate In Amount
110 Providing and fixing concertina coil fencing with 260.00 Rmt 342.39
punched tape concertina coil 600 mm dia 10 mt
openable length having 50 no rounds per 6 mt
length, upto 3mt height of wall with existing
angle iron (50mm x50mm x5mm )requird
shaped As per Directed Engeenier in charge.
placed 2.4mt or 3.00mt apart and with
horizontal R.B.T. reinforced barbed wire(3 mm)
stud tied with G.I. staples and G.I. clips to retain
horizontal, including necessary bolts or
G.I.barbed wire tied to angle iron, all complete as
per direction of Engineer-in-charge, with
reinforced barbed tape (R.B.T.)/Spring core (2.5
mm thick) and weight 43.478 gm/meter at
compound wall for ESR M4/ intakewell.
111 Constructing providing and fabricating cattle 2.00 sqm 5057.07
guard using channel section frame of size ISMC
series 100 mm x 50 mm (Weight 9.20 kg/Rmt)
and ISMC section 100 mm x 75mm (weight
kg/Rmt) intermediate support for welding
G.I.pipe at 12 Cm C/C of size 50 mm in a frame
made of Channel section size 100 mm x 50 mm
all round including fixing the unit on prepared
chamber of masonary wall using MS hold fast
embeded in masonary wall top as directed by
Engineer in charge and as per drawing and
necessary required arrangement etc complete.
112 Box cutting the road surface to proper slope and 55.00 Cum. 112.01
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
upto 50Mt.lead.
113 Providing, laying and compacting natural sand & 11.00 Cum. 654.48
gravel [ C.B.R. not less than 20%] below sub base
course including carriage of materials spreading
in uniform layer manually on prepared base and
compacted with vibratory roller to achieve
desired density including all materials, labour
114 Construction of granular sub-base 150 mm thick 16.00 Cum. 1055.45
by providing coarse graded machine crushed B.T.
material satisfying MOST specification of grading
I (B.T. stone aggregate 53 mm to 26.5 mm 35 %,
26.5 to 4.75 mm - 45 % and 2.36 mm below -
% )including spreading in uniform layer with
motor grader on prepared surface, mixing by mix
in place method with rotavator at OMC and
compacting with vibratory roller to achieve the
desired density etc. complete.
Item Description of Item Quantity Unit Rate In Amount
115 Providing and laying wet mix macadam base 16.00 Cum. 1213.01
course 250 mm thick in two layers using machine
crushed B.T. chips as per required gradation
mixing with required optimum quantity of water,
conveying the mix to site of work, spreading in to
grade and camber with mechanical paver and
consolidation each layer with vibratory roller
including cost of material labour plant and
equipment etc. complete.
116 Compaction and finishing of cement concrete 63.00 Sqm 63.63
road by trimix process providing extra Labour
charges for the trimix vacume dewatering service
process on cement concrete road sutface by
using vacuum dewatering pump floater surface
vibrator including making groves and rough
finish to surface including leveling etc complete.
117 Providing and Laying homoginious Grey cement 40.00 Rmt 374.92
based concrete kerbing of size 30 cm x 30 cm x
10 cm size as per detailed drawing having grade
of concrete M25 grade, including necessary
excavation, BBCC 1:5:10 7.5 cm as per ddetailed
drawing fixing in line and level, filling joints in
CM 1:3 with smooth finished, white washing
three coats etc. complete as directed by Engineer
118 Providing and fixing to wall ceiling and floor 10.0 45.00 Rmt 339.05
Kg. F/Cm2 working pressure poluthene pipes of
the following outside Dia. Low densidy, complete
with special falnge compression type fittings,
wall clipsetc. including making good the wall
ceiling and floor.(G)110 mm clipsetc. including
making good the wall ceiling and floor.(G)110
119 Providing and fixing on Z clamp and floor 10.0 60.00 Rmt 666.60
Kg. F/Cm2 working pressure poluthene pipes of
the following outside Dia. Low densidy, complete
with special falnge compression type fittings,
wall clipsetc. including making good the wall
ceiling and floor.(G)160 mm
120 Providing junction for rain water juncton 3.00 Nos. 8697.11
chamber of size 0.60x0.60x0.75m with
excavation of size 1.96x1.96 m & 0.15m thick
c.c.1:2:4 bed concrete including brick masonary
wall in CM 1:6 of 0.75m height & 0.23m thick
with 15mm thick cement plaster inside & outside
& 1.06x1.06 RCC (1:2:4) slab of thickness 0.15m
with CRS steel and 0.60mx0.45m cast iron
manhole cover with frame weight not less than
35 kg as per directed by Engineer-in-charge
Item Description of Item Quantity Unit Rate In Amount
121 Providing and installation Recharge pit of 1.00 Nos. 92920.00
“RAIWOHA” Make 3 layer RCC Precast Injection
well system of size 1.5 meter Dia. X 3.4 Meter
Height rein forced concrete precast three layer
module with 6” dia x 12” dia. V wire screen of
0.75mm x 1.0 mm Slot size in SS 304 material
and 1.0 meter height with MS Top cover and
required Air vent including all necessary
excavation and transportation at site including
required filter media for the recharge system as
per site requirement.
122 Providing and laying controlled cement concrete 0.50 Cum 7302.00
M-200 and curing complete including the cost of
form work but excluding the cost of
reinforcement for reinforced concrete work in
Columns, pillars posts and struts F.FLOOR
123 Providing cement vata (10cm x 10cm size) 8.00 Rmt 24.28
quarter round in cement mortar 1:1 including
neat cement finishing watering etc. Complete
124 Clearing and grubbing road land including 0.03 Hect. 28455.00
uprooting rank vegetation grass
bushes,shrubs,sapling and trees girth up to
mm removal of stumps of trees cut earlier and
disposal of unserviceable materials (C) By
mechanical means in area of light jungle
125 Earthwork in cuting in all sorts of soil and soft 293.00 Cumt 129.28
murrum including conveying and spreading the
stuff, embankment as and where directed within
200meters from the end of the cutting with all
required lead and lift.(C) Above 400 Meters
upto 500 Meters.
126 Rolling of earthwork in layers with power roller 216.00 Cumt 23.18
including filling in depressions which occur
during the process and Watering of earth work as
127 Conveying and Utilized the stuff in the bank from 167.00 Cumt 129.28
end of cutting with all required lead and lift ( C )
above 400 meters up to 500 meters
Item Description of Item Quantity Unit Rate In Amount
128 Point wiring for Light / Bell with 2-1.5 sq.mm 9.00 Pt. 485.81
& 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 directed.
(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ ceiling
complete, Cat-III
129 Point wiring for Light / Bell with 2-1.5 sq.mm 4.00 Pt. 242.91
& 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 directed.
(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ ceiling
complete, Light Poin for bath, Toilet and
130 Point wiring for FAN with 2-1.5 sq.mm & earth 5.00 Pt. 674.68
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 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
Item Description of Item Quantity Unit Rate In Amount
131 Point wiring for Two Way Controlled Light Point 2.00 Pt. 603.98
with 2-1.5 sq.mm & earth wire of 1.5 sq.mm
(green) both are of .ISI marked 1.1 KV grade
FRLS PVC insulated multi strand copper wires
erected in below type of pipe with 6A Modular
type switches and following type of accessories
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 batten/angle holder or ceiling rose or
H.D.Connector as directed.(f) with medium class
Rigid PVC pipe and accessories erected concealed
in wall/ceiling complete, Cat-III
132 Point wiring for Individual Plug with & earthwire 4.00 Pt. 745.38
of 1.5 sq.mm (Green) both are of ISI marked
KV grade FRLS PVC insulated multistrand copper
wires, 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
complete, Cat-III
133 Point wiring for Individual Plug with & earthwire 6.00 Pt. 510.05
of 1.5 sq.mm (Green) both are of ISI marked
KV grade FRLS PVC insulated multistrand copper
wires, 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. [I] For 6A Plug and 6 a switch with 2-1.5
sq.mm Cu. Wire from nearby switchboard/mcb
db board, (f) with medium class Rigid PVC pipe
and accessories erected concealed in
wall/ceiling complete, Cat-III
134 Point wiring for on board Looped Plug with 6A 8.00 Pt. 257.55
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 accessories, Cat-III
Item Description of Item Quantity Unit Rate In Amount
135 Decorative call bell Ting-tong box type 250 volts 1.00 nos. 71.71
complete erected
136 Providing and erecting ISI mark Medium class 30.00 Mtr. 33.33
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 (b)
137 Providing & Erecting approved make following 30.00 Mtr. 39.39
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. (b) RG-6
138 Providing and erecting Mains with 1.1 KV grade 125.00 Mtr. 82.82
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 accessories (b)2 wire 2.5 sq.
139 Providing and erecting Mains with 1.1 KV grade 25.00 Mtr. 62.62
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 accessories, (a) 2 wire
140 providing and erecting Mains with 1.1 KV grade 30.00 Mtr. 147.46
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 accessories, (b) 2 wire 6 sq. mm
141 Supplying and erecting Flexible PVC insulated 32.00 Mtr. 46.46
multistrand multicore 1.1 kv grade ISI marked
copper wires of following size to be erected as
directed. e) 1.50 Sq.mm 3 core round PVC
Item Description of Item Quantity Unit Rate In Amount
142 providing and erecting Miniature circuit breaker 10.00 Nos. 112.11
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, Cat-III
143 providing and erecting Miniature circuit breaker 14.00 nos. 270.68
single pole 0.5A to 2A system and having
breaking capacity 10 KA to be erected in existing
box. confirming to IS 8828/ 1996 with ISI Mark,
144 Providing & erecting 240 V MCB double pole 3.00 Nos. 278.76
switch for lighting Load (B Curve) having 10 KA
breaking capacity & confirms to IS : 8828 in
existing box having following capacity (A) 6 to
145 Providing & erecting 240 V MCB double pole 2.00 nos. 299.97
switch for motor & inductive load (C Curve)
having 10 KA breaking capacity & confirms to IS :
8828 in existing box having following capacity,
(A) 6 to 32 Amp. Cat-III
146 Providing and erecting Sheet Steel powder 1.00 nos. 1492.78
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 (A)
single phase incoming and horizontal single
phase outgoing, (b) sheet steel double door (IP-
43), (iv)12 way
147 Providing and erecting Sheet Steel powder 1.00 nos. 1152.41
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 (A)
single phase incoming and horizontal single
phase outgoing, (b) sheet steel double door (IP-
43), (iii)8 way
148 Approved make ELCBs/ RCCBs conforming to IS: 1.00 Nos. 2235.13
12640 and having sensitivity of 30 mA and Short
Circuit withstand capacity of 6 KA and suitable
for operation on single phase 240 V having
characteristic of quick action & tripping with all
advance feature & do not incorporate any
electronic component for following Max. rating
erected as directed (ii) 40 A DP, Cat-III
Item Description of Item Quantity Unit Rate In Amount
149 Providing and erecting XLPE(IS:7098)(I)-88 ISI 250.00 Mtr. 92.92
armoured cable Aluminium conductor for
KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of
cables. (B) 2 core 6 Sq. mm
150 Providing and, fixing heavy duty flange type 28.00 Nos. 38.38
brass cable gland with rubber ring for PVC
insulated armoured cable complete with out
going tails, insulating tape etc for following size
of cables. (B) 2 to 4 core 6 Sq. mm
151 Solderless crimping type Aluminium lugs 56.00 Nos. 6.06
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
manner. (A) 1.5/ 2.5/4/6 Sq.mm
152 Providing & laying approved make Double 170.00 Mtr. 62.62
walled corrugated pipes (DWC) of polyethylene
(conforming to IS 14930 II ) with necessary
connecting accessories of same material at
required depth in existing trench for laying of
cable. below ground/ road surface for enclosing
cable, (A)50 mm outer dia
153 Making trench in soft soil of suitable width of 90 160.00 Mtr. 55.55
cm deep for laying cable or locating the fault all
over the run and back filling the same and
making the surface as normal ground.
154 Providing and erecting Annealed bare Copper 3.00 kg. 794.87
wire 8 to 16 SWG.
155 Supplying & erecting approved make low noise 1.00 nos. 1703.87
decorative exhaust fan having square frame ABS
body with inbuilt lowers & square frame.200mm
with 1350RPM Cat.II
Item Description of Item Quantity Unit Rate In Amount
156 Supplying & erecting earth pit of minimum bore 1.00 Nos. 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. (A)(approved make OEM
has to submit test certificate including value of
earth resistance of installation duly stamped and
signed by agency and officer Incharge has to
ensure the value of earthing resistane mentioned
in test Certificate) & having back filling
compound of (B) Inner chemical (CCM
Compound)- Resistivity:- 0.2 ohm / 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 by
Agency. (a) For Electrical Installation up to 440V
in normal soil, Length of pipe - 1 Mtr, Back filling
compound - 1 Nos Bag of 15 Kg.
157 Supplying & erecting fan hook box of 10 mm M.S. 5.00 Nos. 108.07
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 necessary finishing.
158 Supply, Installation, Testing and Commissioning 5.00 Nos. 2629.03
of suitable sweep, BEE 5 Star rated, Ceiling fan
with Brush Less Direct Current (BLDC)
permanent ferrite magnet Motor, class of
insulation: B, Rust free 3 nos. Aluminium blades,
2 nos. canopies, shackle kit with earthing
provision, copper winding, Power factor not <
0.9, Service Value (CMM/W) minimum 6.85, Air
delivery minimum 215 CMM, 350 RPM,230v
(tolerance as per IS : 374-2019), THD < 10%,
compitible with electronic regulator unit for
Speed Control and all remaining accessories
including safety pin, nut bolts, washers,
temperature rise = 75 degree C (Max.), suitable
for 140 to 285 Voltage and rectifier circuit with
surge, over current and overload protection ,
Hz, Single phase AC Supply, earthing etc.
Complete as required. [Make shall be approved
by Engineer in Charge] (A) 1200 mm Sweep
Item Description of Item Quantity Unit Rate In Amount
159 Supplying and erecting approved make 6.00 Nos. 6874.06
Octagonal pole made from HR sheet steel. The
pole should be made as per IS. and shall be
coated with hot dip galvanizing as per IS
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)
Mtr. Long 70 mm Top X 130 mm bottom dia,
mm thickness with 200mmX200mmX12mm
base plate, 4-M16 Bolts and 600mm long with
necessary G.I. J Bolts .Approx Pole weight 46 kg
160 Supplying and erecting Street light pole bracket 4.00 nos. 491.87
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 76.5mm/ 80mm/ require size of
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. [A] Single
Arm bracket 0.5 Mtr
161 Supplying and erecting Street light pole bracket 2.00 nos. 622.16
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 76.5mm/ 80mm/ require size of
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
162 Supplying and erecting B class galvanised iron 6.00 nos. 343.40
pipe 32 mm outside dia 45 cm long duly welded
on 20 cm x 20 cm x 3 mm thick M.S. base plate,
erected on wall or corner for mounting street
light luminaire with necessary hardware
materials duly painted.
Item Description of Item Quantity Unit Rate In Amount
163 Supplying & erecting approved make IP 55 grade 1.00 Nos. 12399.77
Company fabricated Timer Panel of following
capacity for switch On-Off street lights on time
scheduling basis made from 16G CRCA sheet duly
epoxy power painted inside and outside with
hinged doors and locking arrangement consisting
of suitable size of 4 Pole MCB and 4 pole
contactor (cat-III)with analog time switch, auto
manual switch of same make and suitable input
and output Bakelite terminals and with door
earthing approved by Engineer in charge. (A)
164 Supplying and erecting LED indoor fittings with 6.00 nos. 535.30
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 die cast
powder coated and high U.V. & corrosion
resistance with diffuser with company mark/
name 160V to 270V, Power Factor more than
Luminaire efficacy> 85, lumens/ watt , LED
driver efficiency > 85 % ( 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, (v) 36-40 Watts,
Surge-2 KV, IP-20, conventional 4 feet, Cat-III
165 Supplying and erecting led lamps with following 4.00 Nos. 112.11
wattage capacity of 220 to 240 voltage, minimum
15000 burning hours life, 500 V in built-surge
protection, Polycarbonate diffuser, mounting
suitable for E14 / E27 / B22 lamp holders, pf >=
0.5(A) LED Lamps integral type, with PC diffuser
suitable LAMP holder, (ii) 8 watts, Cat-III
166 Supplying & erecting approved make SMC press 8.00 nos. 543.38
moulded composite FRP. loop-in, loop-out
approx. 2mm thick box complete with Bakelite
connector strip 5way(3P+N+E),DIN rail for
mounting mob & hinged doors as per
requirement having locking arrangements with
mounting clamp with nuts, bolts & washers
suitable for erection on pole with cable clamps&
earth bolt of following size of box. (F) 200mm x
180mm x 100mm [deep]
Item Description of Item Quantity Unit Rate In Amount
167 Supplying and erecting LED street light / Flood 14.00 Nos. 4997.48
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
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. (ii) above 48 to 60 Watts, Cat-
168 Supplying and erecting LED street light / Flood 2.00 nos. 4819.72
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
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.) (C) Post
Top Lantern LED fitting comprises of finish cast
aluminum spigot and spun aluminum canopy
fixed with opal polycarbonate, pipe arrangement
for vertical mounting driver and accessories
wired upto terminal block. IP 65, (ii)32-40W, Cat-
I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures
and words) of the estimated rate mentioned above. Amount of my /our
Tender works out as under.
Item Description of Item Quantity Unit Rate In Amount
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
The Contractor shall exhibit a board with detailed specification and details of work as directed by the
1 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
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
4 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.
Deputy Executive Engineer Executive Engineer
( R & B ) Sub Division ( R & B ) Division
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SBD D type Quarter at Garbada Dahod.pdf
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