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Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
1 Oct 2026, 6:00 pm4d left
Executive Engineer, R&B Division, Bhuj
Construction of B Type (5-Units) & C Type (5-Units) Revenue Quarters at Bhuj-Kachchh.
344138
48 For 2026-27
Open
Civil Works - Buildings
Works
Kutch
15 documents required · 15 mandatory
₹12,000
Executive Engineer, R&B Division, Bhuj
₹7.6 L
11 Sept 2026
11 Sept 2026
11 Sept 2026
1 Oct 2026
11 Sept 2026
Name of work :-
Construction of B Type (5-Units) & C Type (5-Units) Revenue Quarters at Bhuj-
Bill of Quantity
Memorandum showing items of works to be carried out.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
1 1836.05 Excavation for foundation upto 278.06 Rupees Two Cmt
1.50 mt depth including sorting out Hundred
and stracking of useful materials Seventy Eight
and disposing the excaveted stuff And Paise Six
upto 50 mt lead (D) Soft rock not Only
requiring Blasting.
2 820.00 Excavation for foundation for depth 301.85 Rupees Three Cmt
from 1.5 mt. to 3.0 mt. including Hundred One
sorting out and stracking of And Paise
usefulmaterials and disposing the Eighty Five
excaveted stuff upto 50 mt lead (D) Only
Soft rock not requiring Blasting.
3 749.84 Providing and laying controlled 3956.63 Rupees Three Cmt
cement concrete M-150 and curing Thousand Nine
complete including the cost of form Hundred Fifty
work but excluding cost of Six And Paise
reinforcement for reinforced Sixty Three
concrete work in (a) Foundations, Only
footings bases of columns
4 316.00 Providing and laying controlled 4595.50 Rupees Four Cmt
cement concrete M-250 and curing Thousand Five
complete including the cost of form Hundred
work but excluding cost of Ninety Five
reinforcement for reinforced And Paise Fifty
concrete work in footings Only
5 22.00 Providing and laying controlled 7425.52 Rupees Seven Cmt
cement concrete M-250 and curing Thousand Four
complete including the cost of form Hundred
work but excluding cost of Twenty Five
reinforcement for reinforced And Paise Fifty
concrete work in Columns upto Two Only
6 137.00 Providing and laying cement 2925.97 Rupees Two Cmt
concrete 1 :4 :8 (1 cement : 4 Thousand Nine
coarse sand : 8 crushed stone Hundred
aggregate 20 mm nominal size) and Twenty Five
curing complete excluding cost of And Paise
form work in (A) Foundation and Ninety Seven
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
7 162.00 Providing and laying controlled 5984.25 Rupees Five Cmt
cement concrete M-250 and curing Thousand Nine
complete including the cost of form Hundred
work but excluding cost of Eighty Four
reinforcement for reinforced And Paise
concrete work in plinth beams Twenty Five
8 321.00 Brick Work using common burnt 4245.09 Rupees Four Cmt
clay building bricks having Thousand Two
crushing strength not less than 35 Hundred Forty
Kg/sm. in Foundation and plinth Five And Paise
up to floor two level in cement Nine Only
mortar (1:5) (B) Conventional For
9 1835.00 Filling available excavated Earth 136.92 Rupees One Cmt
(Excluding Rock ) in trench plinth Hundred Thirty
side of foundation etc. in layer not Six And Paise
excluding 20 cm in depth Ninety Two
consolidation each deposited layer Only
by ramming and watering etc.
10 215.00 Filling in foundation and plinth 269.75 Rupees Two Cmt
with murrum or selected soil in Hundred Sixty
layers of 20 cm thickness including Nine And Paise
watering, ramming and Seventy Five
consolidation etc. complete. Only
11 108.00 Filling in plinth with Sand 481.80 Rupees Four Cmt
under floor in layers not Hundred
exceeding 20 cm incl. Eighty One
consolidatig each deposited And Paise
layerby ramming and watering Eighty Only
12 25.00 Providing and laying controlled 7425.52 Rupees Seven Cmt
cement concrete M-250 and curing Thousand Four
complete including the cost of form Hundred
work but excluding cost of Twenty Five
reinforcement for reinforced And Paise Fifty
concrete work in Columns For Two Only
13 23.00 Providing and laying controlled 7466.46 Rupees Seven Cmt
cement concrete M250 and curing Thousand Four
complete including the cost of form Hundred Sixty
work but excluding cost of Six And Paise
reinforcement for reinforced Forty Six Only
concrete work in Columns for
14 37.00 Providing and laying controlled 7507.39 Rupees Seven Cmt
cement concrete M250 and curing Thousand Five
complete including the cost of form Hundred Seven
work but excluding cost of And Paise
reinforcement for reinforced Thirty Nine
concrete work in Columns for Only
Second Floor Page :2:
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
15 93.00 Providing and laying controlled 6326.64 Rupees Six Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Three Hundred
work but excluding cost of Twenty Six And
reinforcement for reinforced Paise Sixty
concrete work in Beams For Four Only
16 57.00 Providing and laying controlled 6367.58 Rupees Six Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Three Hundred
work but excluding cost of Sixty Seven
reinforcement for reinforced And Paise Fifty
concrete work in Beams For First Eight Only
17 64.00 Providing and laying controlled 6408.51 Rupees Six Cmt
cement concrete M-250 and curing Thousand Four
complete including the cost of form Hundred Eight
work but excluding cost of And Paise Fifty
reinforcement for reinforced One Only
concrete work in Beams For
18 112.00 Brick work using common burnt 4051.78 Rupees Four Cmt
clay building brick having crushing Thousand Fifty
strength not less than 35 kg/sq. One And Paise
cm. in foundation and plinth in Seventy Eight
cement mortar 1:6 (1 Cement : 6 Only
19 482.95 Brick Work using common burnt 4526.81 Rupees Four Cmt
clay building bricks having Thousand Five
crushing strength not less than 35 Hundred
Kg/sm. in super structure above Twenty Six And
plinth level up to floor two level in Paise Eighty
cement mortar (1:5) For Ground One Only
20 103.00 Brick Work using common burnt 4569.24 Rupees Four Cmt
clay building bricks having Thousand Five
crushing strength not less than 35 Hundred Sixty
Kg/sm. in super structure above Nine And Paise
plinth level up to floor two level in Twenty Four
cement mortar (1:5) For first Floor Only
21 124.00 Brick Work using common burnt 4611.67 Rupees Four Cmt
clay building bricks having Thousand Six
crushing strength not less than 35 Hundred
Kg/sm. in super structure in Eleven And
cement mortar (1:5) For Second Paise Sixty
Floor Seven Only
22 69.00 Providing and laying controlled 7770.94 Rupees Seven Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Seven Hundred
work but excluding cost of Seventy And
reinforcement for reinforced Paise Ninety
concrete work in Lintels & Cill for Four Only
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
23 12.00 Providing and laying controlled 7811.88 Rupees Seven Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight Hundred
work but excluding cost of Eleven And
reinforcement for reinforced Paise Eighty
concrete work in Lintels & Sill for Eight Only
24 14.00 Providing and laying controlled 7852.81 Rupees Seven Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight Hundred
work but excluding cost of Fifty Two And
reinforcement for reinforced Paise Eighty
concrete work in Lintels & Sill for One Only
25 3.00 Providing and laying controlled 6713.47 Rupees Six Cmt
cement concrete M-250 for Thousand
reinforced Chhajja including Seven Hundred
finishing the exposed surface with Thirteen And
cement mortar 1:3 (1 Cement : 3 Paise Forty
fine sand) to give a smooth and Seven Only
even surface including centering
and form work and curing complete
excluding cost of reinforcement. for
26 3.00 Providing and laying controlled 6754.88 Rupees Six Cmt
cement concrete M-250 for Thousand
reinforced Chhajja including Seven Hundred
finishing the exposed surface with Fifty Four And
cement mortar 1:3 (1 Cement : 3 Paise Eighty
fine sand) to give a smooth and Eight Only
even surface including centering
and form work and curing complete
excluding cost of reinforcement. for
27 3.00 Providing and laying controlled 7510.36 Rupees Seven Cmt
cement concrete M-250 for Thousand Five
reinforced Chhajja including Hundred Ten
finishing the exposed surface with And Paise
cement mortar 1:3 (1 Cement : 3 Thirty Six Only
fine sand) to give a smooth and
even surface including centering
and form work and curing complete
excluding cost of reinforcement. for
28 44.00 Providing and laying controlled 6800.33 Rupees Six Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight Hundred
work but excluding the cost of And Paise
reinforcement for reinforced Thirty Three
concrete work in RCC slab for Only
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
29 36.00 Providing and laying controlled 6841.27 Rupees Six Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight Hundred
work but excluding the cost of Forty One And
reinforcement for reinforced Paise Twenty
concrete work in RCC slab for First Seven Only
30 42.00 Providing and laying controlled 6882.20 Rupees Six Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight Hundred
work but excluding the cost of Eighty Two And
reinforcement for reinforced Paise Twenty
concrete work in RCC slab for Only
31 8.00 Providing and laying controlled 6901.33 Rupees Six Cmt
cement concrete M-250 and curing Thousand Nine
complete including the cost of form Hundred One
work but excluding cost of And Paise
reinforcement for reinforced Thirty Three
concrete work in Stair cases. For Only
32 8.00 Providing and laying controlled 6942.27 Rupees Six Cmt
cement concrete M-250 and curing Thousand Nine
complete including the cost of form Hundred Forty
work but excluding cost of Two And Paise
reinforcement for reinforced Twenty Seven
concrete work in Stair cases . For Only
33 8.00 Providing and laying controlled 6983.20 Rupees Six Cmt
cement concrete M-250 and curing Thousand Nine
complete including the cost of form Hundred
work but excluding cost of Eighty Three
reinforcement for reinforced And Paise
concrete work in Stair cases . For Twenty Only
34 41.00 Providing and laying controlled 9008.19 Rupees Nine Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Eight And
work but excluding cost of Paise Nineteen
reinforcement for reinforced Only
concrete work in RCC Wall for
35 8.00 Providing and laying controlled 9049.13 Rupees Nine Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Forty Nine And
work but excluding cost of Paise Thirteen
reinforcement for reinforced Only
concrete work in RCC Wall for
36 34.00 Providing and laying controlled 9090.06 Rupees Nine Cmt
cement concrete M-250 and curing Thousand
complete including the cost of form Ninety And
work but excluding cost of Paise Six Only
reinforcement for reinforced
concrete work in RCC Wall for
Second Floor Page :5:
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
37 169.00 Half brick masonary in common 684.26 Rupees Six Smt
brunt clay building bricks having Hundred
crushing strength not less than 35 Eighty Four
Kg/Sq.cm. in cement mortar 1:4 (1 And Paise
cement : 4 coarse sand) in Twenty Six Only
foundation and plinth. GF
(B) Conventional
38 169.00 Half brick masonary in common 690.57 Rupees Six Smt
brunt clay building bricks having Hundred
crushing strength not less than 35 Ninety And
Kg/Sq.cm. in cement mortar 1:4 (1 Paise Fifty
cement : 4 coarse sand) in Seven Only
foundation and plinth. FF
(B) Conventional
39 169.00 Half brick masonary in common 696.87 Rupees Six Smt
brunt clay building bricks having Hundred
crushing strength not less than 35 Ninety Six And
Kg/Sq.cm. in cement mortar 1:4 (1 Paise Eighty
cement : 4 coarse sand) in Seven Only
foundation and plinth. SF
(B) Conventional
40 162347.00 Providing Fe-500D TMT Bar 77.29 Rupees Kg.
reinforcement ISI mark for RCC Seventy Seven
work including bending, binding And Paise
and placing in position upto floor Twenty Nine
two level for Ground Floor Only
41 46437.00 Providing Fe-500D TMT Bar 78.33 Rupees Kg.
reinforcement ISI mark for RCC Seventy Eight
work including bending, binding And Paise
and placing in position upto floor Thirty Three
two level for First Floor Only
42 57700.00 Providing Fe-500D TMT Bar 79.38 Rupees Kg.
reinforcement ISI mark for RCC Seventy Nine
work including bending, binding And Paise
and placing in position upto floor Thirty Eight
two level for Second Floor Only
43 1102.00 Providing 15 mm thick Cement 211.82 Rupees Two Smt
plaster in single coat on brick/ Hundred
concrete walls for interior Eleven And
plastering and finished even and Paise Eighty
smooth in C.M. 1 : 4 including Two Only
finishing with Trowel etc complete.
(fibre mesh shall be provided at
RCC-masonry junctions.) For
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
44 1069.00 Providing 15 mm thick Cement 235.71 Rupees Two Smt
plaster in single coat on brick/ Hundred Thirty
concrete walls for interior Five And Paise
plastering and finished even and Seventy One
smooth in C.M. 1 : 4 including Only
finishing with Trowel etc
complete.(fibre mesh shall be
provided at RCC-masonry
junctions.) For First Floor
45 1174.00 Providing 15 mm thick Cement 259.61 Rupees Two Smt
plaster in single coat on brick/ Hundred Fifty
concrete walls for interior Nine And Paise
plastering and finished even and Sixty One Only
smooth in C.M. 1 : 4 including
finishing with Trowel etc complete.
(fibre mesh shall be provided at
RCC-masonry junctions.)For
46 343.00 Providing 10mm thick cement 186.09 Rupees One Smt
plaster in single coat on fair side of Hundred
ceilling for interior plastering upto Eighty Six And
floor two level finished even and Paise Nine Only
smooth in C M 1:3 ( 1 cement :3
coarse sand) including finishing
with Trowel etc complete. For
47 289.00 Providing 10mm thick cement 214.85 Rupees Two Smt
plaster in single coat on fair side of Hundred
ceilling for interior plastering upto Fourteen And
floor two level finished even and Paise Eighty
smooth in C M 1:3 ( 1 cement :3 Five Only
coarse sand) including finishing
with Trowel etc complete. For First
48 328.00 Providing 10mm thick cement 243.60 Rupees Two Smt
plaster in single coat on fair side of Hundred Forty
ceilling for interior plastering upto Three And
floor two level finished even and Paise Sixty Only
smooth in C M 1:3 ( 1 cement :3
coarse sand) including finishing
with Trowel etc complete. For
49 6656.36 Providing 20mm thick sand faced 315.69 Rupees Three Smt
cement plaster on wall upto height Hundred
10 meters above ground level Fifteen And
consisting of 12 mm thick backing Paise Sixty
coat of C M 1 : 3( 1 cement : 3 Nine Only
sand) and 8 mm thick finishing
coat of C M 1:1 ( 1 cement : 1 sand
) etc complete.(fibre mesh shall be
provided at RCC-masonry
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
50 66.00 Providing and fixing standard 3583.48 Rupees Three Smt
alluminium glass windows having Thousand Five
standard extruded Colour anodized Hundred
Three track sliding window (3 Eighty Three
shutter+1 Mosquito net Shutter) And Paise
jindal E-series 30 mm section Forty Eight
frame- bottom with weep hole Only
section No 20928 , Top & Side
section no. 20837 , shutter bottom
and top section No. 20993, shutter
interlock -20550, shutter handle -
20549 with 5mm thick transperant
tinted float glass with EPDM rubber
gasket, air lock strip and finishing
joint with silicon sealent with
powder coated standard
alluminium fittings etc complete as
per detailed drawing etc. complete.
51 10.00 Providing and fixing standard 2521.97 Rupees Two Smt
alluminium glass ventilator having Thousand Five
standard extruded anodized section Hundred
equivalent to jindal 52 mm Series Twenty One
frame of section no. 21635 wt. 1.36 And Paise
Kg/Rmt, shutter 21636, cleat Ninety Seven
19360. with 5mm thick frosted Only
white glass of copper tint and and
fixed glass ventilators on top as per
detailed drawing etc. complete.
52 12.00 Providing and fixing standard 2850.22 Rupees Two Smt
alluminium glass windows having Thousand
standard extruded Colour anodized Eight Hundred
Two track sliding window (2 Fifty And Paise
shutter+1 Mosquito net Shutter) Twenty Two
jindal E-series 30 mm section Only
frame- bottom with weep hole
section No 20928 , Top & Side
section no. 20837 , shutter bottom
and top section No. 20993, shutter
interlock -20550, shutter handle -
20549 with 5mm thick transperant
tinted float glass with EPDM rubber
gasket, air lock strip and finishing
joint with silicon sealent with
powder coated standard
alluminium fittings etc complete as
per detailed drawing etc. complete.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
53 52.00 Providing and fixing FRP frame size 2377.76 Rupees Two Smt
100 x 50 mm and 28 mm thick FRP Thousand
shutter with dEPRESSED panel Three Hundred
SHUTTER having extra Seventy Seven
reinforcement on sides and edges And Paise
and in GEL coat finish. The core of Seventy Six
shutter is to be filled up with Only
injected fibre extinguishing grade
polyurathane foam done in situ
along with embedded wooden
pieces for stiffening and also for
taking hinges and fixtures. The
whole FRP frame and shutter is to
be water proof, weatherproof,
termite proof and resistance to mild
acid / Alkali resistance including
S.S. hinges with necessary screws
and alluminum fixtures and
54 3140.00 Providing and fixing M.S. grills of 113.12 Rupees One Kg.
required pattern to wall frame of Hundred
windows etc. with 16mm M.S. Thirteen And
polished square bar at required Paise Twelve
spacing and frame of 5 cm x 3 mm Only
flat alround with necessary hold
fast including applying priming
coat and two coats of oil painting
55 159.00 Providing and fixing 35 mm thick 3505.71 Rupees Three Smt
Wooden flush door with solid core Thousand Five
construction finished with 1 mm Hundred Five
thick lamination on both side with And Paise
S.S handle and S.S Fixtures and Seventy One
fastening including 6mm thick Only
polished teak wood beading on
periphery, 150mm-200mm SS
handle and S.S. Fixtures & Locking
arrangement on Each Shutter,
Fixed with 4 Nos. 150mm High
Hinges with necessary screws
labour & material equipments as
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
56 951.00 P & L Soluble Salt vitrified tile 1476.54 Rupees One Smt
flooring over 20 mm (average) base Thousand Four
of cement mortar 1:6 ( 1 cement: 6 Hundred
coarse sand) on new surface or Seventy Six
fixing on existing flooring by And Paise Fifty
adhesive material including Four Only
dismentaling of existing flooring
and jointed with color cement
slurry including finised with flush
pointing & cleaning the surface etc.
complete for light shade.
57 84.00 Providing and laying coloured 963.12 Rupees Nine Smt
glazed tiles 10mm thick matt Hundred Sixty
finished with 3 mm groove & Epoxy Three And
grouting in flooring treads of steps Paise Twelve
and landing laid on a bed of 12mm Only
thick cement mortar 1:3 (1-cement
: 3-coarse sand ) finishing with
flush pointing in white cement.
58 615.00 Providing and laying. size white/ 1127.48 Rupees One Smt
coloured glazed tiles 10 mm thick Thousand One
in skirting, risers of steps and dedo Hundred
on 10 mm thick cement plaster 1 : Twenty Seven
3 (1 cement : 3 Sand) and jointed And Paise
with white cement slurry. Forty Eight
59 38.00 Providing and laying polished Kota 1080.68 Rupees One Smt
stone slab flooring over 20mm Thousand
(Average) thick base of cement Eighty And
mortar 1:6 (1-cement : 6-coarse Paise Sixty
sand) or L.M. 1.1.5 (1-Lime putty Eight Only
: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)
60 95.00 Providing and laying full body 3030.00 Rupees Three Smt
vitrified tread & Risers As per Thousand
selection with Nosing and Thirty Only
embossed anti skid stripa with
skirting for staircase complete as
per direction of engineer incharge.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
61 1823.00 Providing and fixing pre-cast 706.93 Rupees Seven Smt
Rubber Dye / steel Dye inter Hundred Six
locking concrete block 60mm thick And Paise
with grade of concrete M300 Ninety Three
pnumatic compressed / vibrated Only
mechanically and as per approved
design Confirming to IS 15658 :
2006 including 35 mm Sand layer
for levelling and filling the joint
with sand in proper line and level
as per guidlines of IRC : SP 63-
2018 etc. Complete.
62 639.00 Providing and fixing pre-cast 374.92 Rupees Three Rmt
concrete kerb stone of gray cement Hundred
based concrete block 30cm Seventy Four
length,30cm height and 15cm thick And Paise
of M250 grade concret as per Ninety Two
approved design and including Only
excavation for fixing in proper line
and level,filling the joint with C:M
1:3 (1cement:3fine sand) etc
63 24.00 Construction sandwhich type 3779.42 Rupees Three Smt
kitchen platform counter resting on Thousand
kota stone slab sandwhich with Seven Hundred
intermediate 25 mm thick double Seventy Nine
polish double kota stone And Paise
sandwhich support, Bottom 25 mm Forty Two Only
polish kota stone with 19mm thick
coloured granite stone top with
passing patting on both side etc.
64 12.00 Providing and fixing Kitchen sink 2326.66 Rupees Two Nos
with C.I. or M.S. brackets, painted Thousand
white including cutting holes in Three Hundred
walls and making good the same Twenty Six And
but excluding fittings. (C) Vitreous Paise Sixty Six
China Sink.(i) 600mm x 450mm x Only
65 367.00 Providing and laying broken 779.70 Rupees Seven Smt
chine mosaic flooring for Hundred
terrace using 12 mm to 20 mm Seventy Nine
broken pieces of glazed tiles to be And Paise
laid over cement mortar 1:3 to Seventy Only
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
and oxalic acid etc. as directed.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
66 367.00 Providing and laying cement 290.63 Rupees Two Smt
concrete flooring 1:2:4 (1-cement : Hundred
2-coarse sand : 4-graded stone Ninety And
aggregate 20mm nominal size) Paise Sixty
including adding waterproofing Three Only
material as per instruction of
engineer in charge and in
proportion recommended by the
manufacturer laid in one layer and
finished with a floating coat of neat
cement. (A) Avg. 40mm thick.
67 20.00 Providing and fixing stain less steel 1605.90 Rupees One Rmt
hand railing 1.20 mt height by Thousand Six
providing vertical support of 50 mm Hundred Five
dia baluster at 600 mm c/c and 50 And Paise
mm dia horizontal rails pipe with Ninety Only
on top 50 mm dia stain less steel
pipe rail with starting and end
point vertical post of 50 mm dia
with round ball on top of post
including bending welding and
fixing as directed Engineer in
Charge and as per Architect
68 161.00 Providing and fixing stain less steel 479.75 Rupees Four Rmt
hand railing 50 mm dia horizontal Hundred
rails pipe on RCC Parapet Seventy Nine
topincluding bending welding and And Paise
fixing in R.C.C. parapet as directed. Seventy Five
69 20000.00 Providing and fixing P.V.C. 3.95 Rupees Three Ltr.
Three layer water tank Syntex And Paise
or equivalent with necessary G.I. Ninety Five
Fitting over flow pipe, boll valve, Only
clamp, nipple etc. including placing
on terrace as directed
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
70 12.00 Providing & fixing wash down water 1944.25 Rupees One No.
closet (European type W.C. Pan Thousand Nine
cera,Parryware or eq.) with integral Hundred Forty
'P' or 'S' trap including joining the Four And Paise
trap with pan & soil pipe in cement Twenty Five
mortar 1:1 (1 cement : 1 fine sand) Only
including providing and fixing white
color china Flush valve with 32mm
control cock & elbow set complete
with adjustable sleeve and walf
flange of jaguar make cat no
as suggested etc complete
porcelain enamelled flush bend
including cutting holes in walls and
making good the same, connecting
the flush bend with cistern and
closet including providing and
fixing G.I. inlet for flush pipe with
W.C. pan including providing and
fixing black plastic seat and cover
with C.P. brass hinges and rubber
buffers etc complete approved
make. (A) Vitreous china (i) In
71 12.00 Providing and fixing wash basin 2359.09 Rupees Two No.
with single hole for pillar tap with Thousand
C.I. Or M.S. brackers painted white Three Hundred
including cutting holes and making Fifty Nine And
good the same including providing Paise Nine Only
and fixing C.P. brass waste 40 mm
dia. and M.I. fisher union 40 mm
dia. etc. complete Vitreous China
Flat back wash basin 550mm x
400mm size in white colour.
72 48.00 Providing and fixing PVC SWR 586.27 Rupees Five No.
Nahni trap IS 14735 for drain - 100 Hundred
mm diameter with jali of the Eighty Six And
following nominal diameter of self Paise Twenty
cleansing design with C.I scread Seven Only
down or hinged grating including
the cost of cutting and making good
73 16.00 Providing and fixing PVC Gully trap 1246.92 Rupees One No.
with C I gratting brick masonary Thousand Two
chamber and water tight C I cover Hundred Forty
with frame of 300 x 300 mm size Six And Paise
(inside) with standard weight (i) Ninety Two
square mouth traps (B) 150 mm x Only
100 mm size P type
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
74 24.00 Providing and fixing 600 mm X 450 859.41 Rupees Eight No.
mm Bevelled edge mirror of Hundred Fifty
superior glass mounted on 6mm Nine And Paise
thick A.C. sheet or plywood sheet & Forty One Only
fixed to wooden plugs with
C.P.brass screws and washers.
75 120.00 Providing laying and jointing in 148.12 Rupees One Rmt.
true line and level 40mm dia. Hundred Forty
U.P.V.C. Pipe ( SCH- 40) for cold Eight And
water including fittings make Paise Twelve
PRINCE / SUPREME / ASTRAL / Only
FINOLEX or equivalent 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 all
76 120.00 Providing laying and jointing in 91.84 Rupees Ninety Rmt.
true line and level 25mm dia. One And Paise
U.P.V.C. Pipe ( SCH- 40) for cold Eighty Four
water including fittings make Only
PRINCE / SUPREME / ASTRAL /
FINOLEX or equivalent 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 all
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
77 120.00 Providing laying and jointing in 72.65 Rupees Rmt.
true line and level 15mm dia. Seventy Two
U.P.V.C. Pipe ( SCH- 40) for cold And Paise Sixty
water including fittings make Five Only
PRINCE / SUPREME / ASTRAL /
FINOLEX or equivalent 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 all
78 4.00 Providing and fixing gun metal 663.43 Rupees Six No.
check or non return fullway wheel Hundred Sixty
valve (E) 40 mm dia. Three And
79 12.00 Providing and fixing gun metal 420.63 Rupees Four No.
check or non return fullway wheel Hundred
valve (C) 25 mm dia. Twenty And
80 12.00 Providing and fixing gun metal 186.83 Rupees One No.
check or non return fullway wheel Hundred
valve (A) 15 mm dia. Eighty Six And
81 12.00 Providing and fixing chromium 263.77 Rupees Two No.
plated brass half turn flush cock of Hundred Sixty
approved quality including fixing in Three And
pipe line etc. complete.(ii) 25 mm. Paise Seventy
82 24.00 Providing and fixing pillar tap, 308.73 Rupees Three No.
capstan head, screw down high Hundred Eight
pressure with srews shanks and And Paise
back nuts (A)15 mm dia. Seventy Three
83 24.00 Providing and fixing screw down 186.83 Rupees One No.
bib taps of following size :(B) Brass Hundred
chromium plated screw down bib Eighty Six And
tap 15 mm dia. Paise Eighty
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
84 12.00 Constructing brick masonary 2932.93 Rupees Two No.
Chamber for underground C.I. Thousand Nine
inspection chamber and bends Hundred Thirty
with brick having crushing Two And Paise
strength not less than 35Kg/sm in Ninety Three
cm 1:5 C.I. cover with frame (light Only
duty) 445 mm x 610 mm internal
dimensions total weight of cover
with frame to be not less than
Kg. (wt. of cover 23 kg. and wt. of
frame 15 kg) R.C.C. top slab
with1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregates
mm size)and foundation concrete
1:5:10, inside plaster 15 mm thick
with cement mortar 1:3 finished
smooth with a floating coat of neat
cement on walls and bed concrete
etc comp (I) Inside dimentions
455mm X 610mm X 450mm deep
for single pipe line.
85 252.00 Providing and fixing to wall ceiling 280.23 Rupees Two Rmt.
and floor 6.0 kgf/cm2 working Hundred
pressure polythelene pipes of the Eighty And
following outside dia low density Paise Twenty
complete with special flage Three Only
compression type fittings, wall clips
etc. including making good the
wall celling and floor (F) 75 mm
86 318.00 Providing, laying and jointing in 876.90 Rupees Eight Rmt.
true line and level 110 diametre Hundred
U.P.V.C (Type B) conforming to IS Seventy Six
13592-1992 with one end plain and And Paise
other end socketed with rubber Ninety Only
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 including cost of all
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
87 140.00 Providing, laying and jointing in 834.38 Rupees Eight Rmt.
true line and level 160 diametre Hundred Thirty
U.P.V.C (Type B) conforming to IS Four And Paise
13592-1992 with one end plain and Thirty Eight
other end socketed with rubber Only
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 including cost of all
88 16.00 Providing and fixing C.P. brass 616.42 Rupees Six No.
towel rail complete with C.P. Brass Hundred
brackets fixed to wooden plugs with Sixteen And
C.P. Brass screws,(B) 600mm x 20 Paise Forty
mm size Two Only
89 4260.00 Wall painting with ( three coat ) 167.51 Rupees One Smt
plastic emulsion paint approved Hundred Sixty
brand and manufacture on Seven And
undecorated wall surface to give an Paise Fifty One
even shade including after Only
thoroughly brushing the surface
free from mortar droppings and
other foreign matter and applying
one coat of primer and including
preparing the surface even and
smooth by applying Birala / JK
white wall putty and sand papered
90 6656.36 Finishing wall (Three coats) with 287.85 Rupees Two Smt
weather proof exterior emulsion Hundred
paint of approved brand and Eighty Seven
manufacture and of required shade And Paise
to give an even shade over and Eighty Five
including one coat of primer after Only
thoroughly brushing the surface to
remove all dirt and remains of loose
powered materials for all height.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
91 325.00 Providing 15 mm thick Waterproof 241.39 Rupees Two Smt
cement plaster using water Hundred Forty
proofing powder or materials One And Paise
1Kg/1Bag of cement or in Thirty Nine
proportion recommended by the Only
manufacturer for all floors on
brick work/concrete work for
interior plastering finished even
and smooth including curing etc.
complete in C M 1:3 ( 1 cement :
coasrse sand) including finishing
with a flooting coat of neat cement
slurry etc complete.
92 127.58 Providing and laying (approved size) 1314.01 Rupees One Smt
matt finish GVT 10 mm thick Thousand
Vitrified tiles in flooring laid on 20 Three Hundred
mm thick cement mortar 1:6 (1 Fourteen And
cement : 6 coarse sand) on new Paise One Only
surface and jointed with coloured
cement slurry including finished
with flush pointing & cleaning the
surface etc complete for all floors
as directed by Architect or Engineer
93 42.00 Providing and laying matt finish 1444.30 Rupees One Smt
GVT 10 mm thick Vitrified tiles in Thousand Four
Skirting laid on 10 mm thick Hundred Forty
cement mortar 1:3 ( 1 cement : 3 Four And Paise
coarse sand) and jointed with white Thirty Only
cement slurry with matching
pigments including cleaning etc.
complete for all floors as directed
by Architect or Engineer in chage.
94 251.00 Providing and laying 18 mm thick 2460.36 Rupees Two Smt
polished Black or colour Granite Thousand Four
stone slab/Full Body GVT Tiles Hundred Sixty
machine cut in single piece with all And Paise
exposed edges polished, chamfered Thirty Six Only
and proected 6mm from finished
wall thickness in sill and jambs
laid on 10 mm thick cement mortar
1 : 3 ( 1 cement : 3 coarse sand )
laid over and jointed withgrey
cement slurry including rubbing
and polishing etc. complete. also
Fixing: Rear face of granite shall be
standed using clean sand sieve no.
10 passed 2mm fixed with araldite
and dried for at list 36 hours.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
95 2.00 Providing septic tank for sanitary 119332.51 Rupees One No.
line with excavation in hard Lakh(s)
murrum CC 1:3:6 foundation Nineteen
conventional brick masonry in Thousand
foundation and plinth in Cement Three Hundred
Mortar 1:5, CC M-200 for RCC slab Thirty Two And
and required TMT bars Paise Fifty One
reinforcement 15mm thick cement Only
plaster in CM 1:3 inside with
floating coat neat cement slurry,
25mm thick sand faced plaster for
out side of septic tank, 50mm thick
CC 1:2:4 I.P.S. flooring with CC
1:3:6 bedding, 100mm dia C.I.
airvent pipe with cowl 0.60 x
mtr size C.I. manhole cover fixing
with RCC slab etc complete
96 2.00 Providing sock pit of 2.46 internal 83977.46 Rupees Eighty No.
dia meter and 7.00m depth Three
including excavation and filling Thousand Nine
brick bats with masonry work Hundred
height including covering the top Seventy Seven
with RCC slab including vatas in And Paise
CM 1:3 including finshing and Forty Six Only
curing etc complete as per detail
97 200.00 Providing and fixing to Rain water 339.05 Rupees Three Rmt
pipe 6.0 Kg. f/cm2 working Hundred Thirty
pressure polythelene pipes of the Nine And Paise
following outside dia. low ensity, Five Only
complete with special flange
compression type fittings, wall clips
etc. including making good the wall
ceiling and floor.
98 12.00 Providing junction chamber for rain 1746.29 Rupees One No.
water harvesting including Thousand
excavation size 0.60 x 0.60 x 0.70m Seven Hundred
with CC 1:2:4, foundation walls of Forty Six And
half brick maosnary CM 1:4 & Paise Twenty
plastering 15mm thick CM 1:4 with Nine Only
50mm thick CC flooring with RCC
top slab 100 mm thick etc.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
99 2.00 Providing and constructing filter 12438.15 Rupees Twelve No.
chamber of size 2.10 x 1.25 x 1.33 Thousand Four
mt. as directed including Hundred Thirty
connection rainwater pipes as per Eight And
detailed as directed by Engineer in Paise Fifteen
charge including cost of labour and Only
100 2.00 Providing water harvesting pit of 198484.19 Rupees One No.
2.00 mt x 2.00mt x 4.00 mt. size Lakh(s) Ninety
for water logging with excavation in Eight
any strata upto four meter depth, Thousand Four
filling the pit with brick bats in Hundred
0.60 mt. depth with 25-40mm Eighty Four
kapachi, 0.30 mt. depth and 2.0 And Paise
mt. depth with coarse sand in Nineteen Only
layers including making P.V.C. line
for water inlet etc. as directed with
250mm dia bore 35 mt. depth and
150mm dia P.V.C. pipe of 10 Kg.
f/Cm2 casing with preforted gravel
packing or as directed.
101 26.00 Providing and Fixing Modular 14812.66 Rupees Smt
Kitchen Platform Shutters and Fourteen
Drawers with using 19mm thick Thousand
both side laminated prelaminated Eight Hundred
M.D.F Board in inner boxe's sides, Twelve And
top, bottom and back, shutters and Paise Sixty Six
drawers fronts also made from Only
19mm thick one side prelaminated
M.D.F Board and one side
laminated with 0.8mm thick
postforming laminate and edges of
the shutters and drawer fronts
should be moulded in half round
pattern on postfroming machine
with all the edges of M.D.F. board
coverd by 0.8mm thick P.V.C. edge
bands fixed with hot melt glue on
Automatic edge banding machine,
inclusive of Ozone make soft close
telescopic channels and Alluminum
and S.S. combination make
imported baskets like crockery, cup
saucers, dishes, bowls and pullours
for glasswares, with necessary
hardware materials like handles,
screws, adhesive materials and
other fixtures and fastening incl. of
necessary polishing touches
wherever required etc. complete or
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
102 152.00 Providing & fixing granite stone 1562.47 Rupees One Smt
shelves in line and level complete, Thousand Five
colour & shade selection as per Hundred Sixty
direction of engineer incharge. Two And Paise
103 13741.00 Steel work, welded in built up 93.93 Rupees Ninety Kg.
sections framed work including Three And
cutting, hoisting, fixing in position Paise Ninety
and applying a priming coat of red Three Only
lead paint and two coats of oil
painting etc. complete.(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
104 432.00 LAMINATE FINISH WARD ROBE: 9853.56 Rupees Nine Smt
Providing Material & labour Thousand
charges for making 2100 mm Eight Hundred
x2100 mm / Lintel Height Fifty Three And
wardrobe having depth of 450 mm, Paise Fifty Six
having skirting of 75 mm, two nos Only
of drawers having size of 600 mm x
175 mm x 450 mm deep, rest on
telescopic channels. Ward robe
Body & Inside shelves made by
mm Thk. marine plywood. Back ply
of ward robe is 12 mm marine ply.
Drawers are made by 19 mm ply &
bottom of drawer is made by 9 mm
marine plywood. All exposed &
internal surfaces are covered with
1 mm thk laminate of approved
shade. shutters are made with
19mm+6 mm marine ply for
conceal handles. or as suggested
pattern for handles. External &
internal joints covered with 37 mm
x 12 mm teak wood bidding patti
complete with polish. All complete
with proper hardwares like locks
for shutters, 25 mm dia ss pipe
with conceal socket, S.S. Screws,
Nails, Magnets, 450mm long S.S.
Handles of & 100 mm long handles
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
105 282.94 Providing, fabricating, and 4191.50 Rupees Four Hect
installing invisible grill safety Thousand One
system for balconies and windows, Hundred
using high-tensile marine-grade Ninety One
SS316 stainless steel wires of 2.5 And Paise Fifty
mm diameter with nylon coating Only
for rust protection, spaced at
inches (50 mm) as per site safety
requirement, ensuring
unobstructed views while providing
child safety and anti-theft
deterrence.The grill wires are
anchored with high-quality
aluminium / SS track channels
(powder-coated or anodized finish)
fixed to the wall/ceiling/floor using
SS screws and chemical fasteners
for long-term durability. Provision
for cut-and-join type emergency
exit with lockable mechanism to
allow safe escape in case of fire or
emergency shall be included where
required. All sharp edges are
chamfered, and the system is
installed plumb, taut, and aligned
for a seamless aesthetic finish as
directed by Engineer in Charge.
106 293.00 Providing and fixing of Ridge 867.39 Rupees Eight Sqm
flashing for Roof Panel shall be Hundred Sixty
made out of 0.5 mm thick pre Seven And
coated GI sheet ( Colour shade Paise Thirty
approved by engineer incharge). Nine Only
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
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
107 329.00 Anti-Termite System:Providing and 134.33 Rupees One Sqm
laying of permanent piping Hundred Thirty
technology anti-termite treatment Four And Paise
before flooring work by installing Thirty Three
LLDP (Low linear density Only
polyethylene) tube of 8 mm O.D. &
6.4 mm 1.D. with inbuilt pressure
compensation chip every 30 cm
interval in the tube, having working
pressure of 2 Kg/cm2 and release
rate of 1.9 Itr/hour fixed by P-clips
and nails. The LLDP pipe shall be
installed at the entire periphery of
the building and at internal
network of building at a depth of
to 200 mm under floor at every 2 to
3 mtr. c/c distance (adjusted as
per building layout ) & Ends of loop
pass through a PVC elbow of
minimum 32 mm ID at junction
box of wall and floor level, entering
into a steel reinforced grooved
flexible pipe of minimum 22 mm ID
leading into junction box and the
loops shall terminate in junction
boxes & test every junction during
injecting chemicals for termite
control treatment. The anti termite
chemical Imidacloprid 30.5% SC
108 360.00 Supplying and fixing reinforced 659.99 Rupees Six Rmt
concrete heavy duty non-pressure Hundred Fifty
pipes with collars for culverts Nine And Paise
carrying heavy traffic as per IS 458- Ninety Nine
1991 specifications including Only
setting the pipes in C.M. 1:2
watering and laying (to level or
slopes) of class NP3 of Following
internal daimeters.(i) 300mm dia.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
109 14.00 Constructing Manhole with R.C.C. 19248.63 Rupees Rmt
top slab in 1:2:4 mix (1-cement :2- Nineteen
coarse sand : 4-graded stone Thousand Two
aggregate 20mm nominal size) Hundred Forty
foundation concrete 1:3:6 mix (1- Eight And
cement : 3- coarse sand :6-Brick Paise Sixty
bats 40 + 50mm size) inside Three Only
plastering 15mm thick with
Cement Mortar 1:3 (1-Cement : 3-
coarse sand) finished with a
floating coat of neat cement and
making channels in cement
concrete 1:2:4 mix (1-Cement :2-
Coarse sand :4-stone aggregate
20mm nominal size) finished
smooth complete including curing
and festing (i) Inside size 900mm x
1200mm and 1.5M. deep including
C.I. cover with frame size 560mm
diameter total weight of cover and
frame to be not less than 128 kgs.
(Wt. of cover 64 Kg. and Wt. of
frame 64 Kg.)(A) With 230mm thick
walls of brick msonry using brick
having crushing strength not less
than 35Kg. / Sq.cm. in Cement
Mortar 1:5 (1- Cement: 5-Coarse
sand) (1) A type depth 0.90 Metre
for 150mm diameter sewer.
110 9.00 Constructing Manhole with R.C.C. 19349.63 Rupees Rmt
top slab in 1:2:4 mix (1-cement :2- Nineteen
coarse sand : 4-graded stone Thousand
aggregate 20mm nominal size) Three Hundred
foundation concrete 1:3:6 mix (1- Forty Nine And
cement : 3- coarse sand :6-Brick Paise Sixty
bats 40 + 50mm size) inside Three Only
plastering 15mm thick with
Cement Mortar 1:3 (1-Cement : 3-
coarse sand) finished with a
floating coat of neat cement and
making channels in cement
concrete 1:2:4 mix (1-Cement :2-
Coarse sand :4-stone aggregate
20mm nominal size) finished
smooth complete including curing
and festing (i) Inside size 900mm x
1200mm and 1.5M. deep including
C.I. cover with frame size 560mm
diameter total weight of cover and
frame to be not less than 128 kgs.
(Wt. of cover 64 Kg. and Wt. of
frame 64 Kg.)(A) With 230mm thick
walls of brick msonry using brick
having crushing strength not less
than 35Kg. / Sq.cm. in Cement
Mortar 1:5 (1- Cement: 5-Coarse
sand) (2) B type depth 1.50 Metre
for 150mm diameter sewer.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
111 2450.00 Box cutting the road surface to 109.24 Rupees One Cmt
proper slope and camber for Hundred Nine
making a base of road work And Paise
including removing the excavated Twenty Four
stuff and depositing on the road Only
side slope as directed upto50 mts,
112 1461.00 Providing and laying 200mm thick 1278.66 Rupees One Cmt
Granular Sub Base (Grade - I ) By Thousand Two
providing coarse graded materials Hundred
in uniform layers with motor grader Seventy Eight
on prepared surface, mixing by mix And Paise Sixty
in place method with rotavator at Six Only
OMC, and compacting with
vibratory roller to achive the
desired density, complete as per
113 945.00 Construction of un-reinforced, 6318.56 Rupees Six Sqm.
dowel jointed, plain cement Thousand
concrete pavement over a prepared Three Hundred
sub base with M250 grade concrete Eighteen And
(Cement Consumpation 380.00 Paise Fifty Six
Kg/Cum), coarse and fine aggregate Only
conforming to IS 383, maximum
size of coarse aggregate not
exceeding 25 mm, mixed in a
batching and mixing plant as per
approved mix design, transported
to site, laid with Surface Vibrator,
Mechanical floater & trovel for
finishing, iron channel,, spread,
compacted and finished in a
continuous operation including
provision of contraction, expansion,
construction and longitudinal
joints, joint filler, separation
membrane, sealant primer, joint
sealant, debonding strip, dowel bar,
tie rod, admixtures as approved,
finishing to lines and grades as per
114 300.00 Drilling 250 mm dia pilot bore at 1259.47 Rupees One Rmt.
above village site all strata by mud Thousand Two
flush direct rotary rig / reverse Hundred Fifty
rotary rig Nine And Paise
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
115 60.00 Providing and supplying in 705.99 Rupees Seven Rmt.
standard length ISI mark rigid Hundred Five
unplasticised PVC pipes suitable And Paise
for potable water with ring fit joint Ninety Nine
including cost of rings, as per IS Only
specification no. 4985/1988
including all local and central
taxes, transportation, freight
charges, octroi, inspection charges,
loading, unloading, conveyance to
the departmental stores and
including cost of jointing meterial
etc. complete. 3.1.A-11 250mm
116 100.00 Supply of 250 mm dia. PVC slotted 1515.00 Rupees One Rmt.
(strainer) pipes used in drilling of Thousand Five
bore wells. Hundred
117 12.00 Supply of gravel having size 4mm 2049.29 Rupees Two Cmt
to 6mm as directed on site Thousand
118 300.00 Providing and supplying in 120.19 Rupees One Rmt.
standard length ISI mark high Hundred
density Polyethylene H.D.P.E. Pipes Twenty And
suitable for potable water as per IS Paise Nineteen
specification no. 4984/1995 Only
including all local and central
taxes, transportation, freight
charges, octroi, inspection charges,
loading, unloading, conveyance to
the dept. stores etc. comp. (3)
119 30.00 Providing cement vata (10 cm x 10 24.28 Rupees Twenty Rmt
cm size ) quarter round in cement Four And Paise
mortar 1:1 including neat cement Twenty Eight
finishing watering etc. complete. Only
120 5.00 Providing and fixing C.I. Manhole 958.17 Rupees Nine Each
cover 0.60m x 0.45m size having Hundred Fifty
weight not less than 35 kgs. Eight And
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
121 340.00 Providing laying and jointing in 195.67 Rupees One Rmt
true line and level 50 mm dia. Hundred
U.P.V.C. Pipe ( SCH- 40) for cold Ninety Five
water including fittings make And Paise Sixty
PRINCE / SUPREME / ASTRAL / Seven Only
FINOLEX or equivalent as approved
by Engineer In Charge. Pipe shall
be fixed on the all 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 all
122 1.00 Providing and fixing PVC check or 656.50 Rupees Six No
non-return full way wheel valve.(D) Hundred Fifty
50mm dia. Six And Paise
123 1100.00 Trenching in ordinary / Hard soil 244.42 Rupees Two Sqm
up to a depth of 60 cm including Hundred Forty
removal and stacking of serviceable Four And Paise
materials and then disposing of Forty Two Only
surplus soil, by spreading and
neatly levelling within a lead of
m and making up the trenched
area to proper levels by filling with
earth or earth mixed with sludge or
/ and manure before and after
flooding trench with water
(including cost of imported earth,
sludge or manure).
124 300.00 Supply & Fixing of Carpet Lawn as 389.86 Rupees Three Sqm
per the detailed planting drawing, Hundred
labour charges, for fixing of Lawn Eighty Nine
as per detailed specification filling And Paise
of organic manure, fertilizer, Eighty Six Only
insecticides etc. proper pressing
and watering. complete including
maintenance with watering, organic
manure, insecticides to be applied
time to time wherever required.
also damaged or dry which is not
grow up part, to be replaced and all
complete as per given Instructions
by Engineer-in-Charge.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
125 220.00 Providing & Filling Farm Clay or 303.00 Rupees Three Cum
selected soil (Out side earth) in Hundred Three
layers of 20 cm thickness including Only
watering ramming , rolling with
to 10 Tone Roller, compacting and
consolidating with any lead & lift
as directed by EIC etc. complete.
126 60.00 Tree plantation are to be planted as 755.48 Rupees Seven Each
per the detailed planting drawing, Hundred Fifty
labour charges, for digging of pit as Five And Paise
per detailed specification filling of Forty Eight
organic manure, fertilizer, Only
insecticides etc. and planting of
plant as shown in the drawing,
filling the pit, proper pressing,
supporting and watering. complete
including maintenance for 3 years
with watering, organic manure,
insecticides to be applied time to
time wherever required. also
damaged or dry plant which is not
grow up, to be replaced.
(A) (Average height 8 to 10 feet of
plant will be considered.)
127 340.00 Supply & plantation of shrubs are 139.38 Rupees One Each
to be planted as per the detailed Hundred Thirty
planting drawing and specify Nine And Paise
distance, labour charges, for Thirty Eight
digging of pit as per detailed Only
specification filling of organic
manure, fertilizer, insecticides etc.
and planting of plant as shown in
the drawing, filling the pit, proper
pressing and watering. complete
including maintenance for 3 years
with watering, organic manure,
insecticides to be applied time to
time wherever required. also
damaged or dry plant which is not
grow up, to be replaced complete.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
128 60.00 Planting of exoitic palm/Date trees 1509.95 Rupees One Each
Digging of pits 0.6mt. x 0.6mt x Thousand Five
0.6mt, filling with good earth with Hundred Nine
mixing of cow dong and And Paise
pesticide.planting the following Ninety Five
plant of 8' to 10' height stack it Only
well, maintain it for 3 month Bottle
palm, Coconut, Sopari, Fish tail,
Fox tail, Phonix, Date palm,
Bismarkia, Shampagon, Latania,
129 60.00 Providing Pesticides ,dust as 75.75 Rupees Kg
directed by architect engineer Seventy Five
incharge. And Paise
130 60.00 Providing Pesticides ,liquid as 580.75 Rupees Five Kg
directed by architect engineer Hundred
incharge. Eighty And
131 500.00 Providing and fixing pre-cast 808.00 Rupees Eight Sqm
Rubber Dye / steel Dye inter Hundred Eight
locking concrete block Size 200 X Only
100 X 80 mm thick with grade of
concrete M400 pneumatic
compressed / vibrated
mechanically and as per approved
design and Colours of Paver Block
Said by BAOU Authorized Person
Confirming to IS 15658 :
including 35 mm Sand layer for
levelling and filling the joint with
sand in proper line and level as per
guidelines of IRC : SP 63-2018 etc.
(Vyara or Equivalent Brands Only)
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
132 12.00 Providing and fixing M. S. tree 2090.70 Rupees Two Each
guard 50 cm square in plan, height Thousand
1.40 metre above ground level and Ninety And
0.50 metre below ground level. The Paise Seventy
vertical members shall consist of Only
four nos of angle iron of size
20x20x4 mm 1.9 long, one at each
corner and 8 nos flat iron of size
25x4 mm 1.4 long. The vertical
members shall be welded to 4 nos
25x4 mm M. S. flats placed
horizontally around the vertical
member of the cage. One name
plate of 1 mm thick M.S. sheet of
size 250x100 mm shall be welded
to the tree guard near the middle
height and lettered CPWD / PWD/
any other approved name. The tree
guard shall be fixed to the ground
by making suitable holes and by
embedding four corners leg in the
ground, including refilling the
earth, compaction etc. complete.
The tree guard shall be painted
with two coats of paint of approved
brand and manufacture over a coat
of primer, complete in all respect.
133 550.00 Providing drip irrigation network 278.76 Rupees Two Each
with Sprinkler jet & contol valve Hundred
incl. all necessary Materials & Seventy Eight
Labour for fixing etc. complete for And Paise
Office garden & Lawn area Seventy Six
134 9.00 Supplying, Providing & Fixing of 4529.85 Rupees Four Rmt.
Precast benches of Cement Thousand Five
concrete, top covered with a layer Hundred
of Latest Mosaic chippings/ tiling Twenty Nine
shade as directed by Engineer -in- And Paise
Charge with specified " Name plate" Eighty Five
casted with, at the time of the Only
manufacture of benches, as
directed, cured ,rubbed and
polished properly, Transporting at
site and fixing the bench on two leg
padastal of Precast C.C. with
necesssary, excavation, PCC,
Fixing padastals & Fixing precast
benches in line and levels with
jointing material etc. complete
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
135 1.00 Designing, providing, fixing & 76659.00 Rupees Rmt.
erection SPIRAL SLIDE for Seventy Six
playground constructed from FRP Thousand Six
(Fiber Reinforced Plastic) a durable, Hundred Fifty
weather-resistant plastic Nine Only
composite, typically featuring a
winding, spiral shape for a more
exciting descent of approved sizes
and heights, catering to different
age groups and playground spaces.
It shall be designed with safety in
mind, often with rounded edges
and smooth surfaces asr approved
By engineer In charge.
136 1.00 Providing, Supplying, Installing, 464600.00 Rupees Four Each
Testing and Commissioning of Lakh(s) Sixty
Complete Outdoor Fitness Zone Four Thousand
comprising one Multi-Station Six Hundred
Outdoor Gym Unit suitable for 6–8 Only
users (including Air Walker,
Twister, Cross Trainer, Shoulder
Wheel, Leg Press, Sit-Up Bench or
equivalent), 25 m² EPDM/SBR anti-
skid safety rubber flooring with
base preparation, one Fitness
Instruction Board, all necessary
RCC/PCC foundations, excavation,
fixing arrangements,
transportation, labour, loading-
unloading, testing, commissioning
and all allied civil, electrical works
complete as per approved
specifications and directions of
Engineer-in-Charge.
137 1.00 Designing, providing, fixing & 78982.00 Rupees Rmt.
erection FRP HORSE RIDER and Seventy Eight
Jungle GYM with spring rider for Thousand Nine
children made from Fiber Hundred
Reinforced Plastic (FRP) and iron, Eighty Two Only
shaped like a horse for outdoor
play areas that allow children to
gently rock back and forth on the
horse's spring base, providing a fun
and engaging physical activity
including finished with bright color
in various models like spring rider,
duck rider, and horse rideras
approved By engineer In charge.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
138 1.00 Designing, providing, fixing & 36006.50 Rupees Thirty Each
erection DOUBLE HORSE SEA- Six Thousand
SAW for playground or play area Six And Paise
device that combines the classic Fifty Only
seesaw with a horse-shaped design
consists of two horse-shaped seats
connected to a central pivot point,
allowing children to rock back and
forth, either on their own or in
pairs, while promoting cooperative
play and development of balance
and coordination. as approved By
engineer In charge.
139 1.00 Designing, providing, fixing & 69690.00 Rupees Sixty Each
erection 6-seater swing that is Nine Thousand
designed to accommodate six Six Hundred
people at a time for outdoor use in Ninety Only
gardens, playgrounds, or public
spaces made of metal for durability
and weather resistance, with
options for features like a rust-
proof coating and a rooftop for
shade popular for family gatherings
and events, providing a fun and
social space for multiple people to
enjoy togetheras approved By
engineer In charge.
140 0.65 Clearing and grubbing road land 28455.09 Rupees Twenty Each
including uprooting rank vegetation Eight
grass bushes, shrubs, sapling and Thousand Four
trees girth up to 300 mm removal Hundred Fifty
of stumps of trees cut earlier and Five And Paise
disposal of unserviceable materials Nine Only
(D) By mechanical means in area of
141 37.35 Providing and laying cement 3740.22 Rupees Three Each
concrete 1:2:4 (1-Cement : 2- Thousand
Coarse sand : 4-graded stone Seven Hundred
aggregates 20 mm nominal size) Forty And
and curing complete excluding cost Paise Twenty
of formwork in (A) Foundation and Two Only
142 299.76 Providing, Supply, and Fixing for 1690.74 Rupees One Sqm
dholpuri stone for top and front Thousand Six
and back side 25 mm thick Base of Hundred
Cement:Mortar in proportion of 1:2 Ninety And
as per instruction of engineer in Paise Seventy
charge Four Only
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
143 48.00 Supplying and Filling of yellow 811.79 Rupees Eight Cum
sand at site for children play area Hundred
including royalty and all lead Eleven And
complete. Paise Seventy
144 5040.00 Earthwork in cuting in all sorts of 128.07 Rupees One Cum
soil and soft murrum including Hundred
conveying and Spreading the stuff, Twenty Eight
embankment as and where directed And Paise
within 200 meters from the end of Seven Only
the cutting with all required lead
145 5040.00 Rolling and Watering of earthwork 22.48 Rupees Twenty Cum
in layers with power roller Two And Paise
including filling in depressions Forty Eight
which occur during the process. Only
146 60.00 SUPLYING, INSTALING, TESTING 2206.85 Rupees Two Nos.
AND COMMISSIONING OF YOUR Thousand Two
PREMISES OF PIPES AS PER Hundred Six
IS:1239 & IS:3589 M.S. PIPE AND And Paise
M.S FITTINGS SUCH AS BENDS, Eighty Five
TEES, REDUCERS, RUBBER Only
INSERTIONS ASND GALVANISED
NUTS AND BOLTS INCLUDDING
FLOW DIRECTIONS MARKETING,
& ETC. 100 mm Dia
147 2.00 PROVIDING & FIXING OF HAND 4646.00 Rupees Four Nos.
LEVER OPERATED BUTTERFLY Thousand Six
VALVE WITH SG IRON BODY AND Hundred Forty
DI DISC WITH ALL REQUIRED Six Only
ACCESSORIES LIKE FLANGE,
TEFLON GASKATE, GI NUT BOLTS
ETC. 100 mm Dia.
148 6.00 PROVIDING & FIXING OF SS, FIRE 4820.73 Rupees Four Nos.
HYDRANT SINGLE HEADED VALVE Thousand
ISI MARK, WITH 80 MM N.B. Eight Hundred
FLANGED INLET, SS 304, SS Twenty And
SPINDLE CONTROLLED 63 MM Paise Seventy
DIA FEMALE INSTANTANEOUS Three Only
OUTLET TYPE. SS COUPLING,
BLANK CAP, CHAIN, TWIST
RELEASE TYPE LUG & ALL
ACCESSORIES CONFORMING TO
IS:5290 INCLUDING FIXING WITH
ANCHOR FASTNER AND FLANGED
TAPPING FROM WET RISER,
COMPLETE AS REQUIRED
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
149 6.00 SITC OF GM 25MM DIA AIR VENT 2090.70 Rupees Two Nos.
VALVES WITH 25 MM DIA. BALL Thousand
VALVE AND OTHER REQUIRED Ninety And
ACCESSORIES. Paise Seventy
150 6.00 PROVIDING & FIXING OF NON- 7840.63 Rupees Seven Nos.
PERCOLATING RRL FIRE HOSE OF Thousand
63MM DIA. X 15 MTR. AS PER IS: Eight Hundred
636, TYPE- A ISI MARKED WITH Forty And
ALUMINIUM ALLOY 63 MM MALE Paise Sixty
& FEMALE COUPLING WITH Three Only
ANODIZE COATING AS PER IS:
903, BINDED WITH SS WIRE.
151 6.00 PROVIDING & FIXING OF OF 1974.55 Rupees One Nos.
ALUMINIUM ALLOY 63MM DIA . Thousand Nine
SHORTS BRANCH PIPES WITH Hundred
ANODIZE COATING 20MM DIA. Seventy Four
HEXAGONAL NOZZLES AS PER And Paise Fifty
IS:903, ISI MARKED Five Only
152 6.00 PROVIDING & FIXING OF 2903.75 Rupees Two Nos.
LOCKABLE CABINET, MADE OUT Thousand Nine
OF MS SHEET OF 20 GAUGE Hundred Three
THICKNESS HAVING CENTRAL And Paise
OPENING AND 4 MM THICK Seventy Five
GLAZED GLASS DOORS (TWO Only
NOS.) SUITABLY MARKED ON THE
OUTSIDE WITH THE LETTERS
"FIRE HOSE" INCLUDING
NECESSARY LOCKING
ARRANGEMENT AND SHALL BE
PAINTED WITH ONE COAT OF
PRIMER AND TWO COATS OF
SYNTHETIC ENAMEL PAINT OF
APPROVED SHADE.
153 2.00 PROVIDING & FIXING OF GLYCRIN 3310.78 Rupees Three Nos.
FEELED BURBON TYPE Thousand
PRESSURE GUAGE, MADE FROM Three Hundred
SS, 100 MM DIAL AND 0-14 KG Ten And Paise
RANGE WITH CALIBRATION Seventy Eight
CERTIFICATE. COMPLETE IN ALL Only
RESPECT WITH ALL REQUIRED
ACCESSORIES ETC.
154 2.00 PROVIDING & FIXING OF 81305.00 Rupees Eighty Set
HORIZONTAL SINGLE STAGE One Thousand
BACK-PULL-OUT CENTRIFUGAL Three Hundred
PUMP, MOC: CASING, IMPELLER : Five Only
BRONZE SS SHAFT RATED
FLOW:450LPM @ 60 METER HEAD,
2900 RPM, 3-PHASE, IE2
WITH GLAND PACK, COUPLING,
COUPLING GUARD & BASE FRAME
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
155 2.00 PROVIDING & FIXING OF FIRE 13357.25 Rupees Set
PUMP STARTER Thirteen
156 2.00 SITC OF CI NON-RETURN VALVES 3949.10 Rupees Three Nos.
AS PER IS:5312 (PART 1) 1984, Thousand Nine
SWING CHECK TYPE WITH Hundred Forty
REQUIRED FLANGE, NUTS, BOLTS Nine And Paise
AND GASKETS ETC COMPLETE. Ten Only
157 12.00 PROVIDING & FIXING OF 06 KG 2730.03 Rupees Two Nos..
DRY CHAMICAL POWDER TYPE Thousand
ABC FIRE EXTINGUISHERS OF Seven Hundred
STORED PRESSURE TYPE WITH Thirty And
MONO AMMONIUM PHOSPHATE Paise Three
DISCHARGE TUBE AND Only
PRESSURE GAUGE COMPLETE. AS
158 12.00 PROVIDING & FIXING OF 4.5 KG 5982.23 Rupees Five Nos..
CO2 GAS TYPE FIRE Thousand Nine
EXTINGUISHERS FITTED WITH Hundred
SCREW DOWN TYPE HIGH Eighty Two And
PRESSURE CONTROL VALVE WITH Paise Twenty
1.0 MTR LONG RUBBER BRAIDED Three Only
DISCHARGE HOSE WITH HORN.
THE BODY SHALL BE CCE
APPROVED WITH IS:2878
MARKING AND SUPPLIED WITH
INITIAL CHARGE OF Co2 GAS. THE
VALVE SHALL CONFIRM TO
IS:3224 AND AS PER IS:15638.
159 18.00 CORE CUT CHARGES 1161.50 Rupees One Nos.
160 2.00 PLUMBING WORK FOR PUMP TO 1161.50 Rupees One Nos..
WATER TANK CONNECTION Thousand One
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
161 2.00 GETTING APPROVED 34845.00 Rupees Thirty Job
PROVISIONAL FIRE NOC WITH Four Thousand
PREPARATION OF DRAWING FOR Eight Hundred
FIRE PLAN WITH VEHICLE Forty Five Only
ACCESS AREA, FIRE SYSTEM,
EVACAUTUON ROUTE, ASSEMBLY
AREA ETC AND SUBMIT ONLINE
APPLICATION & FURTHER
PROCESS FOR FIRE SYSTEM.
162 2.00 GETTING APPROVED FINAL FIRE 34845.00 Rupees Thirty Job
NOC LICENCE FOR FIRE SYSTEM. Four Thousand
Forty Five Only
163 2.00 TOTAL SYSTEM INSTALLATION, 11615.00 Rupees Eleven Nos..
TESTING & COMMISSIONING Thousand Six
CHARGES WITH 1 YEAR Hundred
QUATERLY FREE SERVICE. Fifteen Only
164 6000.00 Providing, erecting and fixing Virgin 3.95 Rupees Three Ltr.
Plastic Triple Layer Water Tank And Paise
(Out side white layer) of Sintex Ninety Five
made or equivalent including Only
providing inlet and outlet nozzles,
air vent, positioning at specified
location at terrace level including
automatic float valve to stop inlet
water including overflow pipe etc.
The water tank shall be specified
capacity of any number as specified
and directed by the engineer.
165 2.00 Provding Fire Safety signages 5807.50 Rupees Five Lot
Paise Fifty Only
166 1200.00 Government fees for Fire NOC Rs.7 7.07 Rupees Seven Sqm
per smt And Paise
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
167 256.00 Point wiring for Light / Bell with 516.46 Rupees Five Pt.
2-1.5 sq.mm & earth wire of 1.5 Hundred
sq.mm (Green) both are of ISI Sixteen And
marked 1.1 kV grade FRLSH PVC Paise Forty Six
insulated multi strand copper wires Only
up to 10 mtr length , in below type
of pipe erected with 6A Modular
type switch / bell push &
accessories and earth continuity of
following type, erected on PVC /
Metallic/Wooden box, single
mounting base frame covered with
textured/metallic/white front plate
modules erected on / in wall /
ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose
/ H.D.Connector as directed.
(j) in existing pipe erected
concealed in wall/ceiling complete
(5% amount added for FRLSH wire)
168 20.00 (W/C) 258.24 Rupees Two Pt.
Point wiring for Light / Bell with Hundred Fifty
2-1.5 sq.mm & earth wire of 1.5 Eight And
sq.mm (Green) both are of ISI Paise Twenty
marked 1.1 kV grade FRLSH PVC Four Only
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.
(j) in existing pipe erected
concealed in wall/ceiling complete
(5% amount added for FRLSH wire)
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
169 37.00 Point wiring for FAN with 2-1.5 700.99 Rupees Seven Pt.
sq.mm & earth wire of 1.5 sq.mm Hundred And
(Green) both are of .ISI marked 1.1 Paise Ninety
kV Grade FRLSH PVC insulated Nine Only
multi strand copper wires up to
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
textured/metallic/white front plate
modules erected on / in wall /
ceiling as per pipe erected. with
necessary ceiling rose /
H.D.Connector as directed.
(j) in existing pipe erected
concealed in wall/ceiling complete
(5% amount added for FRLSH wire)
170 140.00 Point wiring for Individual Plug 536.61 Rupees Five Pt.
with & earth wire of 1.5 sq.mm Hundred Thirty
(Green) both are of ISI marked 1.1 Six And Paise
kV grade FRLSH PVC insulated Sixty One Only
multi strand copper wires up to
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.
[I] For 6A Plug and 6 a switch with
2-1.5 sq.mm Cu. Wire from nearby
switchboard/mcb db board
(j) in existing pipe erected
concealed in wall/ceiling complete
(5% amount added for FRLSH wire)
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
171 75.00 [II] For 16A Plug and 16 amp switch 715.84 Rupees Seven Pt.
with 2-2.5 sq.mm Cu. Wire from Hundred
mcb db board. Fifteen And
(j) in existing pipe erected Paise Eighty
concealed in wall/ceiling complete Four Only
(5% amount added for FRLSH wire)
172 72.00 Point wiring for on board Looped 309.06 Rupees Three Pt.
Plug with 6A Modular type switch & Hundred Nine
5 pin socket erected on PVC / And Paise Six
Metallic/Wooden box, single Only
mounting base frame covered with
textured / metallic/white front
plate modules erected on / in wall
/ ceiling with following type
173 10.00 Providing following type of Modular 160.59 Rupees One Ea.
Type Accessories mounted with Hundred Sixty
PVC / metallic/Wooden box, single And Paise Fifty
mounting base frame covered with Nine Only
textured / metallic/white front
plate , modules erected with
necessary connections as per site
situation directed by Engineer In
(4) TV Co-axial Socket outlet
174 50.00 (7) Blank Plate Single 25.25 Rupees Twenty Ea.
Cat.III Five And Paise
175 4210.00 Providing and erecting ISI mark 24.24 Rupees Twenty Mtr.
Medium class RIGID PVC PIPES of Four And Paise
following size complete to be Twenty Four
erected on/in wall or ceiling Only
erected with necessary PVC fittings
& Junction boxes fixed with
adhesive solution & Clamps with
following dia of pipes, in approved
manner as directed
176 1050.00 (b) 25 mm 33.33 Rupees Thirty Mtr.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
177 780.00 Providing and erecting Mains with 82.72 Rupees Eighty Mtr.
1.1 kV grade FRLS PVC insulated Two And Paise
ISI marked stranded Copper Seventy Two
conductor wire in following type of Only
pipe to be erected concealed in
/flushed on wall/ceiling, with
sq. mm copper conductor FRLSH
PVC insulated stranded wire of
green colour for earth continuity of
(E) in existing pipe
(b) 2 wire 2.5 sq. mm
(5% amount added for FRLSH wire)
178 330.00 providing and erecting Mains with 160.14 Rupees One Mtr.
1.1 KV grade FRLS PVC insulated Hundred Sixty
ISI marked stranded Copper And Paise
conductor wire in following type of Fourteen Only
pipe to be erected in / on wall /
ceiling with 2.5 sq. mm copper
conductor FRLSH PVC insulated
stranded wire of green colour for
earth continuity of following size
(E) in existing pipe
(b) 2 wire 6 sq. mm
(5% amount added for FRLSH wire)
179 16.00 providing and erecting Mains with 70.70 Rupees Mtr.
ISI marked, 1.5kV grade electrolyte Seventy And
multi stranded, annealed copper Paise Seventy
conductor with heat resistant PVC Only
insulated conforms to IS 694, IEC -
227 erected in existing pipe of
following size (Specifically for
control panel, relays, power
switchgears, motor starters &
control wiring) with required size of
copper lugs, nuts and bolts if
(e) One wire 6.00 sq. mm
180 120.00 Supplying and erecting Flexible 58.58 Rupees Fifty Mtr.
PVC insulated multi strand multi Eight And
core 1.1 kv grade ISI marked Paise Fifty
copper wires of following size to be Eight Only
erected as directed.
(e) 1.50 Sq.mm 3 core round PVC
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
181 300.00 Providing & Erecting approved 62.62 Rupees Sixty Mtr.
make following size of TV Co-axial Two And Paise
flexible cable comprising inner Sixty Two Only
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.
182 10.00 Decorative call bell Ting-tong box 71.71 Rupees Ea.
type 250 volts complete erected Seventy One
183 46.00 Supplying and erecting LED indoor 535.30 Rupees Five Ea.
fittings with LEDs of wattage 0.2 Hundred Thirty
Watt to 0.5 Watt assembled on Five And Paise
single MCPCB, with housing used Thirty Only
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
CCT 3000 K to 6500K,
Luminaire efficacy>
lumens/watt ,LED
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
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
184 220.00 Supplying and erecting LED indoor 589.84 Rupees Five Ea.
fittings with LEDs of wattage 0.2 Hundred
Watt to 0.5 Watt assembled on Eighty Nine
single MCPCB, with housing used And Paise
as a heat sink shall be made of Eighty Four
thick sheet Steel conforming to IS: Only
513/CRCA/aluminium pressure
die cast powder coated and high
U.V. & corrosion resistance with
diffuser housed in aluminium
casted body with company
160V to 270V,Power Factor more
than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy>
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) Square/ Circular shaped
Surface/Recessed Mount
Downlight with provision for spring
loaded mounting clips
185 15.00 Supplying and erecting LED street 5080.30 Rupees Five Ea.
light / Flood light fittings with High Thousand
power White LEDs wattage of 3 Eighty And
Watt and above assembled on Paise Thirty
single MCPCB, efficiency more than Only
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>
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.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
186 2.00 (C) Post Top Lantern LED fitting 3478.44 Rupees Three Ea.
comprises of finish cast aluminum Thousand Four
spigot and spun aluminum canopy Hundred
fixed with opal polycarbonate, pipe Seventy Eight
arrangement for vertical mounting And Paise
driver and accessories wired up to Forty Four Only
terminal block.IP
187 3.00 Providing and erecting Approved 6790.23 Rupees Six Ea.
make Four pole moulded case Thousand
circuit breaker having breaking Seven Hundred
capacity ICU of 25 KA. at 415 Ninety And
V,having normal current rating up Paise Twenty
to 25 A to 100A. with Fixed thermal Three Only
& magnetic release suitable to work
on A.C. supply 50 Hz. with all
internal connections, spreader
tinned copper & complete erected
in existing 16 G.M.S. housing.
ICS=100% of ICU only
188 2.00 Enclosure of FP MCCB (25-100A). 679.02 Rupees Six Ea.
(10% rate of SOR Item no.3-4-1 has Hundred
been considered.) Seventy Nine
189 2.00 Providing and erecting Approved 5156.05 Rupees Five Ea.
make Earth fault Relay suitable to Thousand One
mount with inter connection Hundred Fifty
suitable to following size of Six And Paise
moulded case circuit breaker Five Only
having CT ratio & MCCB rating as
following along with shunt trip
220V AC. with all internal
connections & complete erected in
existing M.S.housing..
190 1.00 Supplying & erecting approved 4785.38 Rupees Four Ea.
make Four Pole 415V change over Thousand
switch interior for panel mounting Seven Hundred
with operating mechanism A.C.23 Eighty Five
duty confirming to IS for And Paise
(B)63 A Thirty Eight
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
191 0.80 Supplying and erecting triple pole 1961.43 Rupees One Rn.Mtr
& neutral 440V / 500V panel Thousand Nine
mounting Copper Busbars with Hundred Sixty
four equal Nos. of electrolyte bus One And Paise
having current density not more Forty Three
than 1.6 Amp. / sq.mm (Rated Only
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.
(A) Suitable for 100 Amp. Capacity
192 15.00 providing and erecting Miniature 297.95 Rupees Two Ea.
circuit breaker single pole 0.5A to Hundred
2A system and having breaking Ninety Seven
capacity 10 KA to be erected in And Paise
existing box. confirming to IS Ninety Five
8828/1996 with ISI Mark Only
193 80.00 providing and erecting Miniature 123.22 Rupees One Ea.
circuit breaker single pole 6A to Hundred
25A suitable to operate on 240 V Twenty Three
A.C. system and having breaking And Paise
capacity 10 KA to be erected in Twenty Two
existing box. confirming to IS Only
8828/1996 with ISI Mark
194 27.00 Providing & erecting 240 V MCB 362.59 Rupees Three Ea.
double pole switch for motor & Hundred Sixty
inductive load (C Curve) having Two And Paise
10 KA breaking capacity & Fifty Nine Only
confirms to IS : 8828 in existing
box having following capacity
195 6.00 Providing & erecting 415 V MCB 736.29 Rupees Seven Ea.
Four Pole for Motor & Inductive Hundred Thirty
Load (C Curve) having 10KA Six And Paise
breaking capacity & confirms to IS Twenty Nine
:8828 in existing box having Only
following capacity
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
196 12.00 Sheets steel powder coated 176.75 Rupees One Ea.
enclosure suitable for incorporating Hundred
One/Two nos. MCB. Seventy Six
197 10.00 Providing and erecting Sheet Steel 1492.78 Rupees One Ea.
powder coated MCB distribution Thousand Four
board - flush / surface mounted Hundred
fitted with busbar, neutral link, Ninety Two
earth bar and DIN rail, Conforms to And Paise
IS 8623-1 & 3, IEC 61439-1 & 3 Seventy Eight
without MCB to house appropriate Only
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
198 10.00 providing and erecting Approved 2458.34 Rupees Two Ea.
make RCCBs conforming to IS: Thousand Four
12640 and having sensitivity of 30 Hundred Fifty
mA and Short Circuit withstand Eight And
capacity of 10 KA and suitable for Paise Thirty
operation on single phase 240 Four Only
V,50Hz. having characteristic of
quick action & tripping with all
advance feature & do not
incorporate any electronic
component. for following Max.
rating erected as directed
(ii) 40Amps. DP
199 40.00 Providing and erecting HOT deep 77.77 Rupees Kg
Galvanised iron strip wire 8 to 16 Seventy Seven
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
200 8.00 Supplying & erecting earth pit of 4591.46 Rupees Four Ea.
minimum bore dia.150mm size Thousand Five
approved make Earthing Electrode Hundred
consisting Pipe-in-Pipe Technology Ninety One
as per IS 3043-1987 made of And Paise
corrosion free hot dipped G.I.Pipes Forty Six Only
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 &
201 1.00 Providing & erecting weather proof, 10468.65 Rupees Ten Sq.Mtr
dust & vermin proof, floor mounted Thousand Four
front operated indoor type cubical Hundred Sixty
panel board necessary IP-42 and Eight And
above protection as per approval Paise Sixty Five
from engineer incharge made from Only
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
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
202 2.25 Providing and erecting Meter cover 3339.06 Rupees Three Sq.Mtr
made from multi chamber hollow Thousand
PVC sections of 20 mm thick Three Hundred
having all the corner joints with Thirty Nine
PVC solution angles without using And Paise Six
any screws, nails shutters having Only
required size of eye glass and with
necessary locking arrangement
hinged with box. The back of meter
box should be fixed with timber.
Hold fast for holding screws or nut
203 20.00 Providing , erecting , fabricating the 77.77 Rupees Kg
M.S. structure as per requirement Seventy Seven
on site incorporating proper size of And Paise
M.S. angles,square,round, flats, Seventy Seven
bars, channels, sections complete Only
with cutting, welding, grinding &
finishing duly painted with one
coat of red oxide with erection on
site as per direction of engineer in
charge with necessary grouting,
cementing, plastering & finishing
204 60.00 Providing and erecting 220.18 Rupees Two Mtr.
XLPE(IS:7098)(I)-88 ISI armoured Hundred
cable multistrand Aluminium Twenty And
conductor for 1.1 KV. to be laid on Paise Eighteen
wall with necessary clamps or in Only
existing trench / pipe of following
(A) 3 1/2 core 25 Sq. mm ( 10 Sq.
205 700.00 Providing and erecting FRLS-XLPE 168.67 Rupees One Mtr.
(IS:7098)(I)-88 ISI armoured cable Hundred Sixty
multistrand / Solid Aluminium Eight And
conductor for 1.1 kV. to be laid on Paise Sixty
wall with necessary clamps or in Seven Only
existing trench / pipe of following
(C) 4 core 10 Sq. mm
206 650.00 Making trench in Hard Murrum / 74.74 Rupees Mtr.
Tar Road of suitable width of 90 cm Seventy Four
or required depth for laying any And Paise
size of cable or locating the fault Seventy Four
all over the run and back filling the Only
same and making the surface as
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
207 50.00 Providing & laying. R.C.C. Hume 263.61 Rupees Two Mtr.
pipe for cable to be laid 90 cm. Hundred Sixty
below ground across the road Three And
crossing or on floor with necessary Paise Sixty One
material in an approved manner Only
and making the ground as per
208 660.00 Providing & laying approved make 62.62 Rupees Sixty Mtr.
Double walled corrugated pipes Two And Paise
(DWC) of polyethylene(conforming Sixty Two Only
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
209 156.00 Providing and, fixing heavy duty 47.47 Rupees Forty Ea.
flange type brass cable gland with Seven And
rubber ring for PVC insulated Paise Forty
armoured cable complete with out Seven Only
going tails, insulating tape etc for
following size of cables.
(D) 2 to 4 core 16 Sq. mm
210 1.00 Providing and, fixing heavy duty 66.66 Rupees Sixty Ea.
flange type brass double Six And Paise
compression type cable gland with Sixty Six Only
rubber ring for PVC insulated
armoured cable complete with out
going tails, insulating tape etc for
following size of cables.
(A) 3 & 1/2 / 4 core 25 Sq. mm
211 3.00 Solder less crimping type 13.13 Rupees Ea.
Aluminium lugs conforming to IS Thirteen And
suitable for cable of following size Paise Thirteen
evenly crimped with high pressure Only
tool & connected to switchgear
terminals with brass/cadmium
plated nut bolts in an approved
212 2.00 (C) 16/25 Sq.mm. 15.15 Rupees Fifteen Ea.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
213 37.00 Providing & erecting Approved 1948.29 Rupees One Ea.
make Power Saving 45 - 50 Watt Thousand Nine
Ceiling Fan with double ball Hundred Forty
bearing ISI mark with Condenser Eight And
230 volt A.C. 50 Hz 1200 mm Paise Twenty
sweep complete having 3blades Nine Only
with aluminium blades with
canopy & 30 cm. down rod erected
with earthing.(Make shall be
approved by Engineer in charge))
214 18.00 Supplying and erecting 19 / 20 108.07 Rupees One Mtr.
mm. nominal bore Medium Class Hundred Eight
M.S. Pipe down rod erected duly And Paise
painted for fan complete with Seven Only
proper insulation without leakage
215 37.00 Supplying & erecting fan hook box 108.07 Rupees One Ea.
of 10 mm M.S. round bar bounded Hundred Eight
to the RCC bars up to 50mm length And Paise
each side and pierced through a Seven Only
16 Gauge M.S. box / Heavy Duty
PVC box complete erected
concealed in Ceiling with necessary
216 37.00 Providing 2.5mm.thick laminated 18.18 Rupees Ea.
acrylic sheet to cover the fan hook Eighteen And
or Fan box. Paise Eighteen
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
217 15.00 Supply of approved make FRP Pole 13476.43 Rupees Ea.
having following specifications: Thirteen
FRP Light Pole made by CNC Thousand Four
filament winding machine using Hundred
thermoset resin polyester/epoxy Seventy Six
resin system) having minimum And Paise
62% glass content. The pole should Forty Three
be in one piece and tapered round Only
in shape, having smooth finish and
should be totally free from
corrosion as well as non conductive
& shock proof Pole should be
provided with FRP Anchor Base
and it should be heavy duty, or MS
Material duly painted with Epoxy
paint.Pole should be flame
retardant as per IS 6746. Resin
used shall be UV resistance and
pigmented. A highly weather
resistant polyurethane coating
shall be applied to the pole after
applying suitable primer system
that ensures proper adhesion of the
paint. Minimum coating thickness
shall be 80 to 100 micron.
Deflection of the pole shall not
exceed more than 10% of the
length of pole for the given load“
Pole should be generally made as
218 15.00 Providing FRP/GRP arm bracket of 2186.65 Rupees Two Ea.
having 15˚ arm with 50 mm OD Thousand One
pipe *5 mm thk,1000mm long from Hundred
pole centre Eighty Six And
(A) Single arm bracket Paise Sixty Five
219 2.00 Supplying & erecting approved 3168.37 Rupees Three Ea.
make Digital time switch having Thousand One
lithium cell 6 years operative and Hundred Sixty
operate battery backup 1 channel Eight And
day clock with 14 memory Paise Thirty
programme, suitable to operate on Seven Only
240V + 5%, 16A with, floating
contacts Minimum switching setup
time 1 minimum & LCD display.
Also comprised permanent
ON/OFF switching. Programming
switches & housed in fire proof
thermoplastic enclosure &
transparent cover erected as
required with necessary connection
erected as directed.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
220 2.00 Supplying & erecting power 2782.55 Rupees Two Ea.
contactor ,AC3 duty for time switch Thousand
complete erected as per direction Seven Hundred
Cat III Eighty Two And
(D) 4 pole 440V 40 Amp. Paise Fifty Five
221 1.00 Supplying and erecting approved 1275.63 Rupees One Ea.
make panel mounting type Digital Thousand Two
Voltmeter having 3 digits LED Hundred
display, 0 to 750 AC Volts range Seventy Five
erected on existing panel board And Paise Sixty
with all connection, wiring etc .with Three Only
manufacturers calibration
222 1.00 Supplying and erecting approved 1558.43 Rupees One Ea.
make panel mounting type Digital Thousand Five
Ammeter having 3 digits LED Hundred Fifty
display, external CT operated, Eight And
calibrated for 0 to 1000 Amps Paise Forty
suitable to operate on 500 Volt AC , Three Only
erected on existing panel board
with all connection, wiring etc .with
manufacturers calibration
223 2.00 Supplying and erecting Ammeter / 317.14 Rupees Three Ea.
Voltmeter selector switch for 3 Hundred
phase AC Supply 500 V on existing Seventeen And
panel board with necessary Paise Fourteen
connections. Only
224 3.00 Providing & erecting L.T. Current 274.72 Rupees Two Ea.
Transformer with bar primary 50/5 Hundred
to 1000/5 ratio 15 VA burden Seventy Four
erected in existing CRCA box duly And Paise
secured with insulating materials Seventy Two
connected to the meter Only
225 3.00 Supplying and erecting approved 43.43 Rupees Forty Ea.
make suitable panel indicator LED Three And
type lamp, lens cover, complete Paise Forty
erected with necessary connections. Three Only
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
226 2.00 Providing & erecting open well 28586.03 Rupees Twenty Ea.
horizontal mono block pump set Eight
with cast iron body, complete for Thousand Five
three phase submersible motor Hundred
having Eighty Six And
[E] For 7.5 HP 3 phase open well Paise Three
horizontal mono block pump set Only
suitable for 1550 LPM to 370 LPM
@ 13.5 Mtr to 42 Mtr head suitable
for 65/75 mm dia delivery pipe
227 2.00 Supplying & erecting approved 8710.24 Rupees Eight Ea.
make motor control cubical panel Thousand
(Direct - on - line) made from 16 G. Seven Hundred
CRCA sheet duly epoxy powder Ten And Paise
painted inside and outside with Twenty Four
hinged doors and locking, Only
arrangement consisting of suitable
size of ON- OFF isolator (AC -
3/23duty) main fuses, single
phasing preventer, indicating
lamps for R- Y - B phases, overload
relay, Automatic water level
controller, Ammeter, Voltmeter
each with two way selector switch
incoming, wires duly socket
crimped, main contactor & overload
relay, start - stop push buttons, to
be erected on angle iron frame
grouted on wall as directed. The
isolator, overload relay &
contactors will be of L & T,
Siemens or BCH make only.
(B) DOL for 7.5 H.P.
228 30.00 Providing and erecting ISI marked 146.45 Rupees One Mtr.
PVC insulated PVC Sheathed Flat Hundred Forty
flexible Submersible copper cable Six And Paise
approved make of following Size. Forty Five Only
(C) 3 Core x 4 Sq. mm
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
229 8.00 Supply, Installation, Testing & 44081.45 Rupees Forty PER KW
Commissioning of following size of Four Thousand
Grid Tied Solar Power Plant with Eighty One
Solar Panels (ALMM approved): And Paise
Frame Material : Anodized Forty Five Only
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
year Linear Power Warranty
includes all mechanical and
electrical parameters of the Solar
panel. Modules must be complied
Integrated, Input Reverse Polarity Rupees Nil -
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
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
230 8.00 Providing & erecting Automatic 1926.07 Rupees One PER KW
solar panel cleaning system for Thousand Nine
solar power projects which includes Hundred
necessary plumbing work (UPVC Twenty Six And
pipes and accessories) from source Paise Seven
of water to project site (up to 30 Only
meters),Suitable size of sub
mercible/ open well motor,
necessary wiring for motor and
sprinkler system with safety, timer
circuit for automatically on/off the
sprinkler system, necessary size
oand number of nozzles/JET
(minimum 1 Nozzle/Jet per
(A) 1KW-10KW System
Rupees Seven Crore Fifty Five Lakh(s) Seventy Thousand Two Hundred Sixty Seven And Paise
*Estimated amount *Estimated amount
Put to tender Rs……………………… Put to tender Rs………………………
Deduct : ………% below Add : ………% above
Net Rs……………………… Net Rs………………………
In words ……………………………… In words ………………………………
*(please strike out whichever is not applicable)
Note-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.
Note-2 Labour Cess shall be recovered as per SBD
Note-3 GST and Income tax TDS will be deducted at a source while making payments of bills.
Note-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
Signature of Contractor Executive Engineer
R&B Division, Bhuj
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details.html
RAW_HTML
Additional Instructions.pdf
BOQ.pdf
BUILDING SPECIFICATIONS BOOK.pdf
Concrate pavment.pdf
GR - RMC.pdf
GR.pdf
Memorandum of Understanding.pdf
Nominated Contractors.pdf
ROAD WORK Booklet - 1.pdf
ROAD WORK Booklet - 2.pdf
Spe. Index.pdf
Specifications.pdf
PQ- Revenue Qtr.pdf
Drawings.pdf
SBD Book.pdf
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