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Tender Value
₹10.4 Cr
EMD Value
₹10.4 L
Closing Date
10 Jun 2026, 6:00 pmClosed
the Executive Engineer, R & B Division, Mehsana
Construction of New Tutorial Building in M.N. College Campus at Visnagar, Dist.Mehsana
304826
16 FOR 2025-2026 S.N. -4
Open
Civil Works - Buildings
Works
Mehsana
15 documents required · 15 mandatory
₹18,000
The Executive Engineer, Road and Building Department, Mehsana.
₹10.4 L
13 May 2026
13 May 2026
13 May 2026
10 Jun 2026
13 May 2026
No. more or In Figure Estimated Quantity
less Rs. Ps.
1 Excavation for foundation in sand, gravel, clay soft soils 5571.00 Cu.M. 511.45 Rupees Five Hundred
and murrum etc. including shoring, strutting dewatering Cu.M. Eleven And Paise Forty
as necessary and disposing of the excavated stuff as
(A) Depth upto 3.0 Mt.
2 Excavation for foundation in sand, gravel, clay soft soils 1674.00 Cu.M. 599.48 Rupees Five Hundred
and murrum etc. including shoring, strutting dewatering Cu.M. Ninety Nine And Paise
Forty Eight Only
as necessary and disposing of the excavated stuff as
(B) Depth from 3.0 Mt. to 6.0 Mt.
3 Excavation for foundation upto 1.50 mt depth including 216.00 Cu.M. 122.98 Rupees One Hundred
sorting out and stacking of useful materials and Cu.M. Twenty Two And Paise
Ninety Eight Only
disposing the excavated stuff with all lead
(A) Loose of Soft soil.
4 Filling in foundation and plinth with sand in layers of 20 795.00 Cu.M. 399.94 Rupees Three Hundred
cm. Thickness including watering ramming and Cu.M. Ninety Nine And Paise
Ninety Four Only
consolidating etc. complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
5 Providing and filling rubbles including hand packing and 809.00 Cu.M. 1,016.66 Rupees One Thousand
filling interstices with quarry spalls behind abutments and Cu.M. Sixteen And Paise Sixty
between returns as directed.
6 Filling available excavated Earth (Excluding Rock ) in 4944.00 Cu.M. 136.92 Rupees One Hundred
trench plinth side of foundation . in layer not excluding 20 Cu.M. Thirty Six And Paise
Ninety Two Only
cm in depth consolidation each deposited layer by
ramming and watering etc. complete
in layer of 20 cm in thickness including ramming Cu.M. Sixty Nine And Paise
Seventy Five Only
watering and consolidating etc. complete.
8 Carrying out plinth treatment to post construction / 1609.00 Sq.Mt. 86.82 Rupees Eighty Six And
existing structure by spraying chemical solution for Sq.Mt. Paise Eighty Two Only
termite control treatment including labour and material
consistent with I.S.I specification. Using Chlordene and
Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration
Weight one percent is recommended i.e one litre 20 EC
chemical emulsion with 19 liter give 1 % concentration
inclusive of one litre chemical emulsion application at the
rate of 5 Litre chemical / Sq.Mt of surface is
recommended as per I.S.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
9 Providing and laying controlled cement concrete M-150 183.00 Cu.M. 3,788.24 Rupees Three
and curing complete including the cost of form work but Cu.M. Thousand Seven
Hundred Eighty Eight
excluding cost of reinforcement for reinforced concrete And Paise Twenty Four
work in : Only
(a) Foundations, footings Bases of columns and the like
and Mass concrete.
10 Providing and laying controlled cement concrete M-250 601.00 Cu.M. 4,459.15 Rupees Four Thousand
and curing complete including the cost of form work but Cu.M. Four Hundred Fifty Nine
And Paise Fifteen Only
excluding the cost of reinforcement for reinforced
concrete work
in foundation footings, base of columns and mass
11 Providing and laying controlled cement concrete M-250 52.00 Cu.M. 7,211.40 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Two Hundred
Eleven And Paise Forty
excluding the cost of reinforcement for reinforced Only
concrete work
in Columns, pillars posts and struts Upto Plinth
12 Providing and laying cement concrete 1:3:6 (1 cement : 915.00 Cu.M. 2,968.91 Rupees Two Thousand
3 coarse sand : 6 Crushed stone aggregates 40 mm. Cu.M. Nine Hundred Sixty
Eight And Paise Ninety
nominal size) and curing complete excluding cost of from One Only
(a) Foundation and plinth
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
13 Providing and laying controlled cement concrete M-150 200.00 Cu.M. 3,884.46 Rupees Three
and curing complete including the cost of form work but Cu.M. Thousand Eight
Hundred Eighty Four
excluding the cost of reinforcement for reinforced And Paise Forty Six
concrete work Only
in plinth slabs
14 Providing and laying controlled cement concrete M-200 71.00 Cu.M. 7,160.90 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand One Hundred
Sixty And Paise Ninety
excluding the cost of reinforcement for reinforced Only
concrete work
in Columns, pillars posts and struts G.FLOOR
15 Providing and laying controlled cement concrete M-200 71.00 Cu.M. 7,200.31 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Two Hundred
And Paise Thirty One
excluding the cost of reinforcement for reinforced Only
concrete work
in Columns, pillars posts and struts F.FLOOR
16 Providing and laying controlled cement concrete M-200 64.00 Cu.M. 7,239.72 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Two Hundred
Thirty Nine And Paise
excluding the cost of reinforcement for reinforced Seventy Two Only
concrete work
in Columns, pillars posts and struts S.FLOOR
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
17 Providing and laying controlled cement concrete M-200 25.00 Cu.M. 7,279.13 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Two Hundred
Seventy Nine And Paise
excluding the cost of reinforcement for reinforced Thirteen Only
concrete work
in Columns, pillars posts and struts T.FLOOR
18 Providing and laying controlled cement concrete M-250 136.00 Cu.M. 5,833.76 Rupees Five Thousand
and curing complete including the cost of form work but Cu.M. Eight Hundred Thirty
Three And Paise
excluding the cost of reinforcement for reinforced Seventy Six Only
concrete work in Plinth BEAMS
19 Providing and laying controlled cement concrete M-200 178.00 Cu.M. 6,055.96 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Fifty Five And Paise
Ninety Six Only
excluding the cost of reinforcement for reinforced
concrete work in BEAMS Ground Floor
20 Providing and laying controlled cement concrete M-200 178.00 Cu.M. 6,095.37 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Ninety Five And Paise
Thirty Seven Only
excluding the cost of reinforcement for reinforced
concrete work in BEAMS for First Floor
21 Providing and laying controlled cement concrete M-200 138.00 Cu.M. 6,134.78 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. One Hundred Thirty
Four And Paise Seventy
excluding the cost of reinforcement for reinforced Eight Only
concrete work in BEAMS for Second Floor
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
22 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 6,174.19 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. One Hundred Seventy
Four And Paise
excluding the cost of reinforcement for reinforced Nineteen Only
concrete work in BEAMS for Third Floor
23 Providing and laying controlled cement concrete M-200 17.00 Cu.M. 5,258.06 Rupees Five Thousand
and curing complete including the cost of form work but Cu.M. Two Hundred Fifty Eight
And Paise Six Only
excluding the cost of reinforcement for reinforced
concrete work in Sills Ground Floor
24 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 5,297.47 Rupees Five Thousand
and curing complete including the cost of form work but Cu.M. Two Hundred Ninety
Seven And Paise Forty
excluding the cost of reinforcement for reinforced Seven Only
concrete work in Sills First Floor
25 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 5,336.88 Rupees Five Thousand
and curing complete including the cost of form work but Cu.M. Three Hundred Thirty
Six And Paise Eighty
excluding the cost of reinforcement for reinforced Eight Only
concrete work in Sills Second Floor
26 Providing and laying controlled cement concrete M-200 18.00 Cu.M. 7,567.93 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Five Hundred
Sixty Seven And Paise
excluding the cost of reinforcement for reinforced Ninety Three Only
concrete work in Lintels Ground Floor
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
27 Providing and laying controlled cement concrete M-200 17.00 Cu.M. 7,607.34 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Six Hundred
Seven And Paise Thirty
excluding the cost of reinforcement for reinforced Four Only
concrete work in Lintels First Floor
28 Providing and laying controlled cement concrete M-200 15.20 Cu.M. 7,646.75 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Six Hundred
Forty Six And Paise
excluding the cost of reinforcement for reinforced Seventy Five Only
concrete work in Lintels Second Floor
29 Providing and laying controlled cement concrete M-200 3.40 Cu.M. 7,686.16 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Six Hundred
Eighty Six And Paise
excluding the cost of reinforcement for reinforced Sixteen Only
concrete work in Lintels Third Floor
30 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 8,231.50 Rupees Eight Thousand
and curing complete including the cost of form work and Cu.M. Two Hundred Thirty
One And Paise Fifty
smooth finishing of the exposed surface with cement Only
mortar 1:3 (1 Cement : 3 fine sand) but excluding the
cost of reinforcement for reinforced concrete work in
CHHAJJAS {Arch / Flat Shaped} Ground Floor
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
31 Providing and laying controlled cement concrete M-200 9.00 Cu.M. 8,270.91 Rupees Eight Thousand
and curing complete including the cost of form work and Cu.M. Two Hundred Seventy
And Paise Ninety One
smooth finishing of the exposed surface with cement Only
mortar 1:3 (1 Cement : 3 fine sand) but excluding the
cost of reinforcement for reinforced concrete work in
CHHAJJAS {Arch / Flat Shaped} First Floor
32 Providing and laying controlled cement concrete M-200 13.00 Cu.M. 8,310.32 Rupees Eight Thousand
and curing complete including the cost of form work and Cu.M. Three Hundred Ten And
Paise Thirty Two Only
smooth finishing of the exposed surface with cement
mortar 1:3 (1 Cement : 3 fine sand) but excluding the
cost of reinforcement for reinforced concrete work in
CHHAJJAS {Arch / Flat Shaped} Second Floor
33 Providing and laying controlled cement concrete M-200 2.00 Cu.M. 8,349.73 Rupees Eight Thousand
and curing complete including the cost of form work and Cu.M. Three Hundred Forty
Nine And Paise Seventy
smooth finishing of the exposed surface with cement Three Only
mortar 1:3 (1 Cement : 3 fine sand) but excluding the
cost of reinforcement for reinforced concrete work in
CHHAJJAS {Arch / Flat Shaped} Third Floor
34 Providing and laying controlled cement concrete M-200 183.00 Cu.M. 6,183.22 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. One Hundred Eighty
Three And Paise
excluding the cost of reinforcement for reinforced Twenty Two Only
concrete work in SLABS for Ground Floor
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
35 Providing and laying controlled cement concrete M-200 184.00 Cu.M. 6,222.63 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Two Hundred Twenty
Two And Paise Sixty
excluding the cost of reinforcement for reinforced Three Only
concrete work in SLABS for First Floor
36 Providing and laying controlled cement concrete M-200 140.00 Cu.M. 6,262.04 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Two Hundred Sixty Two
And Paise Four Only
excluding the cost of reinforcement for reinforced
concrete work in SLABS for Second Floor
37 Providing and laying controlled cement concrete M-200 16.70 Cu.M. 6,301.45 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Three Hundred One
And Paise Forty Five
excluding the cost of reinforcement for reinforced Only
concrete work in SLABS for Third Floor
38 Providing and laying controlled cement concrete M-200 18.00 Cu.M. 7,302.30 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Three
Hundred Two And
excluding the cost of reinforcement for reinforced Paise Thirty Only
concrete work in STAIRCASES Ground Floor
39 Providing and laying controlled cement concrete M-200 18.00 Cu.M. 7,341.71 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Three
Hundred Forty One And
excluding the cost of reinforcement for reinforced Paise Seventy One
concrete work in STAIRCASES First Floor Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
40 Providing and laying controlled cement concrete M-200 18.00 Cu.M. 7,381.12 Rupees Seven
and curing complete including the cost of form work but Cu.M. Thousand Three
Hundred Eighty One
excluding the cost of reinforcement for reinforced And Paise Twelve Only
concrete work in STAIRCASES Second Floor
41 Providing and laying controlled cement concrete M-250 6.00 Cu.M. 6,740.74 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Seven Hundred Forty
And Paise Seventy Four
excluding the cost of reinforcement for reinforced Only
concrete work in Lift Walls Upto Plinth
42 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 6,689.23 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Six Hundred Eighty
Nine And Paise Twenty
excluding the cost of reinforcement for reinforced Three Only
concrete work in Lift G.FLOOR
43 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 6,728.64 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Seven Hundred Twenty
Eight And Paise Sixty
excluding the cost of reinforcement for reinforced Four Only
concrete work in Walls F.FLOOR
44 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 6,768.05 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Seven Hundred Sixty
Eight And Paise Five
excluding the cost of reinforcement for reinforced Only
concrete work in Walls S.FLOOR
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
45 Providing and laying controlled cement concrete M-200 11.00 Cu.M. 6,807.46 Rupees Six Thousand
and curing complete including the cost of form work but Cu.M. Eight Hundred Seven
And Paise Forty Six
excluding the cost of reinforcement for reinforced Only
concrete work in Walls T.FLOOR
46 Extra for additional height of propping and centering 3400.00 Sq.Mt. 407.75 Rupees Four Hundred
where the height of propping and centering exceeds 4.00 Sq.Mt. Seven And Paise
Seventy Five Only
mt. Between supporting floor two ceiling including
temporary brick or stone pillars for supporting as
47 Providing Thermo Mechanically Treated bar (T.M.T.) 299550.00 Kg. 78.08 Rupees Seventy Eight
(I.S.I. Mark) conforming to I.S. - 1786 Fe - 500D for Kg. And Paise Eight Only
R.C.C. work including bending, binding and placing in
position complete. All floor Level
48 Providing TMT Bar FE 500D reinforcement for R.C.C. 360.00 Kg. 77.29 Rupees Seventy Seven
work including bending, binding and placing in position Kg. And Paise Twenty Nine
complete upto floor two level
49 Providing and laying Brick work using common Brunt 288.00 Cu.M. 3,424.52 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Four
Hundred Twenty Four
than 35 Kg./Sq.cm. in foundation and plinth in cement And Paise Fifty Two
mortar 1:6 (1cement : 6 fine sand) Only
(b) Conventional
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
50 Providing and laying Brick work using common Brunt 262.00 Cu.M. 3,706.17 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Seven
Hundred Six And Paise
than 35 Kg./Sq.cm. In super structure above plinth level Seventeen Only
upto floor two level in cement mortar 1:6 (1cement :
fine sand) (b) Conventional {Ground Floor}
51 Providing and laying Brick work using common Brunt 261.00 Cu.M. 3,740.39 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Seven
Hundred Forty And
than 35 Kg./Sq.cm. In super structure above plinth level Paise Thirty Nine Only
upto floor two level in cement mortar 1:6 (1cement :
fine sand) (b) Conventional {First Floor}
52 Providing and laying Brick work using common Brunt 219.00 Cu.M. 3,774.61 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Seven
Hundred Seventy Four
than 35 Kg./Sq.cm. In super structure above plinth level And Paise Sixty One
upto floor two level in cement mortar 1:6 (1cement : 6 Only
fine sand) (b) Conventional {Second Floor}
53 Providing and laying Brick work using common Brunt 102.00 Cu.M. 3,808.83 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Eight
Hundred Eight And
than 35 Kg./Sq.cm. In super structure above plinth level Paise Eighty Three Only
above floor two level in cement mortar 1:6 (1cement :
fine sand) (b) Conventional {Third Floor}
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
54 Providing and laying Brick work using common Brunt 14.00 Cu.M. 3,843.05 Rupees Three
clay building bricks having crushing strength not less Cu.M. Thousand Eight
Hundred Forty Three
than 35 Kg./Sq.cm. In super structure above plinth level And Paise Five Only
above floor two level in cement mortar 1:6 (1cement :
fine sand) (b) Conventional {Fourth Floor}
55 Providing and laying Half brick masonry in common 137.00 Sq.Mt. 602.38 Rupees Six Hundred
brunt clay building bricks having crushing strength not Sq.Mt. Two And Paise Thirty
Eight Only
less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :
3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel
round bars after every three coarse embedded in cement
mortar foundation and plinth (b) Conventional
56 Providing and laying Half brick masonry in common 319.00 Sq.Mt. 656.74 Rupees Six Hundred
brunt clay building bricks having crushing strength not Sq.Mt. Fifty Six And Paise
Seventy Four Only
less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :
3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel
round bars after every three coarse embedded in cement
mortar in super structure above plinth level GROUND
FLOOR (b) Conventional
57 Providing and laying Half brick masonry in common 307.00 Sq.Mt. 662.10 Rupees Six Hundred
brunt clay building bricks having crushing strength not Sq.Mt. Sixty Two And Paise
less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :
3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel
round bars after every three coarse embedded in cement
mortar in super structure above plinth level FIRST
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
FLOOR (b) Conventional
58 Providing and laying Half brick masonry in common 325.00 Sq.Mt. 667.45 Rupees Six Hundred
brunt clay building bricks having crushing strength not Sq.Mt. Sixty Seven And Paise
Forty Five Only
less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :
3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel
round bars after every three coarse embedded in cement
mortar in super structure above plinth level SECOND
FLOOR (b) Conventional
59 Providing and laying Half brick masonry in common 27.00 Sq.Mt. 672.80 Rupees Six Hundred
brunt clay building bricks having crushing strength not Sq.Mt. Seventy Two And Paise
Eighty Only
less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :
3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel
round bars after every three coarse embedded in cement
mortar in super structure above plinth level THIRD
FLOOR (b) Conventional
60 Providing and Fixing MAIN DOOR using door frame : 30.00 Sq.Mt. 3,673.37 Rupees Three
Seventy Three And
shutter rebate, with all exposed edges polished, Paise Thirty Seven Only
chamfered and projected 6 mm from finished wall
thickness. (fixing-rear face of green marble shall be
sanded using clean and sieve no.10 passed 2mm, fixed
with araldite and dried for at least 36 hours before fixing
& 35 x 100 MM. M.S. Pipe Hollow frame work as shown
in the detailed design provided by The Architect Office
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
and double shutter specially designed hollow door with
horizontal 25 x 25 mm. M. S. square pipe bands at equal
distance throughout the height of the frame as per the
detailed design provided by the architect. with 19 mm.
marine ply with edge beading & laminate on both sides
colour, pattern and design of which is to be approved by
the architect.
61 Providing and fixing 38 mm thick DOUBLE SHUTTER 133.00 Sq.Mt. 4,143.02 Rupees Four Thousand
FLUSH DOOR using door frame : 18mm Green Marble Sq.Mt. One Hundred Forty
Three And Paise Two
exposed edges polished, chamfered and projected 6 mm
from finished wall thickness. (fixing-rear face of green
marble shall be sanded using clean and sieve no.10
passed 2 mm, fixed with araldite and dried for at least
hours before fixing & 38 mm thick Shutters with both size
1 mm thick Laminated, pattern and design is to be
approved by the Architect, both side with glued PVC
handle size 30 Cm Long, Tower Bolt size 15cm, & Heavy
Stainless steel Aldrop as per detailed drawing / as
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
62 Providing and fixing 38 mm thick SINGLE SHUTTER 117.00 Sq.Mt. 5,715.59 Rupees Five Thousand
FLUSH DOOR using door frame : 18mm Green Marble Sq.Mt. Seven Hundred Fifteen
And Paise Fifty Nine
exposed edges polished, chamfered and projected 6 mm
from finished wall thickness. (fixing-rear face of green
marble shall be sanded using clean and sieve no.10
passed 2mm, fixed with araldite and dried for at least
hours before fixing & 38 mm thick Shutters with both size
1 mm thick Laminated, pattern and design is to be
approved by the Architect, both side with glued PVC
handle size 30 Cm Long, Tower Bolt size 15cm, & Heavy
Stainless steel Aldrop as per detailed drawing / as
63 Providing and fixing 35 mm thick FRP DOOR using door 31.00 Sq.Mt. 7,274.02 Rupees Seven
Seventy Four And Paise
shade with shutter rebate, with all exposed edges Two Only
polished, chamfered and projected 6 mm from finished
wall thickness. (fixing-rear face of green marble shall be
sanded using clean and sieve no.10 passed 2mm, fixed
with araldite and dried for at least 36 hours before fixing
& 35 mm thick door shutter in standard design and size
with 3.2 mm thick high densified molded wood fibre
primer coated skin both side of doors. Skin is to be
confirming to ASTM D-1037 pressed under hot press
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
over plantation wood frame 65 x 27 vertical style, top rail
and bottom rail as well as lock rail of 125 x 27 mm.
Remaining hollow portion is to be filled up with injected
fire extinguishing grade polyurethane foam {PUF}. The
whole shutter to be weather resistance water resistance
and termite proof including cost of hinges, necessary
screws and aluminium fixtures and fastening.
64 Providing and fixing Three track sliding window using 16.00 Sq.Mt. 2,478.54 Rupees Two Thousand
standard extruded colour anodized aluminium section Sq.Mt. Four Hundred Seventy
Eight And Paise Fifty
equivalent to Jindal Series C (20mm) section numbers: Four Only
frame bottom track 21651, frame top & sides
shutter top rail 20530, bottom rail 20529, side rails
20544, interlock rails 20531. with 5mm thick transparent
tinted float glass, with rubber gasket, air lock strip and
finishing joints with transparent silicon sealant, with
aluminium powder coated fittings and fixtures, as
directed by engineer in charge, as per drawings.
65 Providing and fixing Two track sliding window using 336.00 Sq.Mt. 3,382.49 Rupees Three
standard extruded colour anodized aluminium section Sq.Mt. Thousand Three
Hundred Eighty Two
equivalent to Jindal Series E (30mm) section numbers: And Paise Forty Nine
frame bottom track 20878, frame top & sides 20877, Only
shutter top & lock rails 21675, bottom rail
interlock rails 20550. with 5mm thick transparent tinted
float glass, with rubber gasket, air lock strip and finishing
joints with transparent silicon sealant, with aluminium
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
powder coated fittings and fixtures, as directed by
engineer in charge, as per drawings.
66 Providing and fixing colour anodised Aluminium sectional 28.00 Sq.Mt. 2,041.21 Rupees Two Thousand
ventilators using section 63.50 x 38.10 {Section No. Sq.Mt. Forty One And Paise
Twenty One Only
20125 1.50 mm th.} for 5 mm thick Bajari figured
adjustable Glass including fixture and fastenings and
hold fasting with coach bolts etc complete. {Colour as
directed by Engineer in charge except black}
67 Providing and fixing standard extruded of aluminium 225.00 Sq.Mt. 1,525.00 Rupees One Thousand
section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Sq.Mt. Five Hundred Twenty
Rmt with colour anodized aluminium frame with 5 mm
thick transparent bronze colour tinted float glass as
details etc complete for Fix window.
68 Providing and fixing Safety grills of required pattern for 21420.00 Kg. 110.60 Rupees One Hundred
windows / Door using 16 mm dia M.S polished bars at Kg. Ten And Paise Sixty
specified spacing inserted and welded inside in
Rectangular CRC pipes of required size as per design
and hold fasting with coach bolts including one coat of
primer and two coats of matt finished oil painting etc
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
69 Providing and laying Machine polished blue Kota stone 2586.00 Sq.Mt. 1,120.00 Rupees One Thousand
slab flooring over 20 mm. (average) thick base of cement Sq.Mt. One Hundred Twenty
mortar 1:6 (1 cement : 6 coarse sand ) or L.M. 1:1.5 and
laid over and jointed with grey cement slurry.
(A) 25 mm. Thick
70 Providing and laying Machine polished blue Kota stone 92.00 Sq.Mt. 1,267.93 Rupees One Thousand
slab 25 mm. thick in risers of steps. Dado and pillars laid Sq.Mt. Two Hundred Sixty
Seven And Paise Ninety
on 10 mm. thick cement mortar 1:3 (1 cement : 3 coarse Three Only
sand) and jointed with grey cement slurry including
rubbing and semi mirror polishing with emery stone No.
600 complete. (A) 25 mm. Thick
71 Providing and laying 60 x 60 Cm Anti Skid Ceramic 8 84.00 Sq.Mt. 1,090.32 Rupees One Thousand
mm thick Tiles flooring over 20 mm {average} base of Sq.Mt. Ninety And Paise Thirty
cement mortar 1:6 { 1 cement : 6 coarse sand} on new
surface and jointed with colour cement slurry including
finished with flush pointing & cleaning the surface etc.
complete Colour, shade and Pattern approved by
engineer in charge.
72 Providing and laying 30 x 30 Cm Anti Skid Ceramic 8 62.00 Sq.Mt. 1,090.32 Rupees One Thousand
mm thick Tiles flooring over 20 mm {average} base of Sq.Mt. Ninety And Paise Thirty
cement mortar 1:6 { 1 cement : 6 coarse sand} on new
surface and jointed with colour cement slurry including
finished with flush pointing & cleaning the surface etc.
complete Colour, shade and Pattern approved by
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
engineer in charge.
73 Providing & Laying 30 cm x 60 cm Glazed 8 mm thick 607.00 Sq.Mt. 1,487.88 Rupees One Thousand
tiles like in skirting risers of steps and dado on 10 mm. Sq.Mt. Four Hundred Eighty
Seven And Paise Eighty
thick cement plaster 1:3 (1 cement : 3 coarse sand) Eight Only
pointing in white cement and jointed with white cement
74 Providing and laying Polished Granite Flooring Machine 310.00 Sq.Mt. 3,492.58 Rupees Three
Cut, Free Edges, 14-18 mm (Average) thick {Single Sq.Mt. Thousand Four
Hundred Ninety Two
piece } for stair steps and riser as per design incl. Half And Paise Fifty Eight
round moulded front edge & 1 cm nosing & necessary Only
groove on trade of steps laid on 20 mm thick cement
mortar 1:6 (1 -cement : 6 coarse sand ) jointed with grey
cement slurry including rubbing and polishing etc.
75 Providing and laying Polished Granite 7.5 cm wide Strip 66.00 Sq.Mt. 3,036.06 Rupees Three
Flooring Machine Cut, Free Edges, 14-18 mm (Average) Sq.Mt. Thousand Thirty Six
And Paise Six Only
thick {Single piece } for Ramp as per design laid on
mm thick cement mortar 1:6 (1 -cement : 6 coarse sand
) jointed with grey cement slurry including rubbing and
polishing etc. complete
76 Providing and laying rough chiselled dressed stone 118.00 Sq.Mt. 576.79 Rupees Five Hundred
flooring over 20mm average thick base of cement mortar Sq.Mt. Seventy Six And Paise
Seventy Nine Only
1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5 (1-Lime
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
putty : 1.5 - coarse sand) including pointing with cement
mortar 1:2 (1-cement : 2-stone dust) etc. complete /
providing 3 to 4 mm wide joints (A) 25mm thick
77 Providing and fixing pre-cast Rubber Dye / steel Dye 1617.00 Sq.Mt. 699.84 Rupees Six Hundred
inter locking concrete block 60mm thick with grade of Sq.Mt. Ninety Nine And Paise
Eighty Four Only
concrete M300 pneumatic compressed / vibrated
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 guidelines of IRC : SP 63-2018 etc. complete.
78 Providing and fixing pre-cast concrete kerb stone of gray 100.00 Rmt. 374.92 Rupees Three Hundred
cement based concrete block 30cm length, 30cm height Rmt. Seventy Four And Paise
Ninety Two Only
and 15 cm thick of M 250 grade concrete as per
approved design and including excavation for fixing in
proper line and level, filling the joint with C:M 1:3 (1
Cement : 3 fine sand) etc complete
79 Providing and laying water proofing treatment with china 1080.00 Sq.Mt. 1,131.71 Rupees One Thousand
mosaic tiles flooring over avg 50 mm C.C. 1:2:4 {1 Sq.Mt. One Hundred Thirty
One And Paise Seventy
Cement : 2 sand : 4 Kapachi / Grit 6 to 12 mm size} One Only
bedding for maintaining slope for plain and curve surface
& 12 mm to 20 mm of broken piece of ceramic / glazed
tiles ( one for more colour as directed ) to be laid over
cement mortar bedding of C M 1:3 (1 cement : 3 sand )
contain one Kg of water proofing materials per bag of O
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
P C at plain or / and slops and to be tempered to bring
mortar ceramic up to surface with using white cement
and colour pigment including rounding of junctions and
extending them up to 15 cm along the wall and curing
with bends any patterns or design as per drawing and
cleaning by using oxalic acid etc complete.
80 Providing and laying Mirror polished Granite stone slab 774.00 Sq.Mt. 3,987.48 Rupees Three
14-18 mm (Average) thick For Doors / Windows sill & Sq.Mt. Thousand Nine
Hundred Eighty Seven
Jams Cladding as per design incl. full moulded round And Paise Forty Eight
both edge on 10 mm thick cement mortar 1:3 (1 -cement Only
: 3 coarse sand ) jointed with grey cement slurry
including rubbing and polishing & G.I. Fasteners as
required, etc. complete
81 Providing 20 mm thick double coat mala cement plaster 2488.00 Sq.Mt. 284.33 Rupees Two Hundred
on interior brick / concrete work for plastering comprising Sq.Mt. Eighty Four And Paise
Thirty Three Only
of base coat of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough finishing and
8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding
curing etc. complete. GROUND FLOOR
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
82 Providing 20 mm thick double coat mala cement plaster 2030.00 Sq.Mt. 311.60 Rupees Three Hundred
on interior brick / concrete work for plastering comprising Sq.Mt. Eleven And Paise Sixty
of base coat of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough finishing and
8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding
curing etc. complete. FIRST FLOOR
83 Providing 20 mm thick double coat mala cement plaster 2010.00 Sq.Mt. 338.87 Rupees Three Hundred
on interior brick / concrete work for plastering comprising Sq.Mt. Thirty Eight And Paise
Eighty Seven Only
of base coat of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough finishing and
8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding
curing etc. complete. SECOND FLOOR
84 Providing 20 mm thick double coat mala cement plaster 408.00 Sq.Mt. 366.14 Rupees Three Hundred
on interior brick / concrete work for plastering comprising Sq.Mt. Sixty Six And Paise
Fourteen Only
of base coat of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough finishing and
8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding
curing etc. complete. THIRD FLOOR
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
85 Providing 20 mm thick double coat mala cement plaster 56.00 Sq.Mt. 393.41 Rupees Three Hundred
on interior brick / concrete work for plastering comprising Sq.Mt. Ninety Three And Paise
Forty One Only
of base coat of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough finishing and
8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding
curing etc. complete. FOURTH FLOOR
86 Providing 10 mm. Thick cement plaster in single coat for 1549.00 Sq.Mt. 164.76 Rupees One Hundred
plastering on ceiling and soffits of stairs upto floor two Sq.Mt. Sixty Four And Paise
Seventy Six Only
level and finished even and smooth in :
(I) Cement mortar 1:3 (1 cement : 3 sand) Ground Floor
87 Providing 10 mm. Thick cement plaster in single coat for 1372.00 Sq.Mt. 188.71 Rupees One Hundred
plastering on ceiling and soffits of stairs Above floor two Sq.Mt. Eighty Eight And Paise
Seventy One Only
level and finished even and smooth in :
(I) Cement mortar 1:3 (1 cement : 3 sand) First Floor
88 Providing 10 mm. Thick cement plaster in single coat for 1113.00 Sq.Mt. 212.66 Rupees Two Hundred
plastering on ceiling and soffits of stairs Above floor two Sq.Mt. Twelve And Paise Sixty
level and finished even and smooth in :
(I) Cement mortar 1:3 (1 cement : 3 sand) Second Floor
89 Providing 10 mm. Thick cement plaster in single coat for 136.00 Sq.Mt. 236.60 Rupees Two Hundred
plastering on ceiling and soffits of stairs Above floor two Sq.Mt. Thirty Six And Paise
Sixty Only
level and finished even and smooth in :
(I) Cement mortar 1:3 (1 cement : 3 sand) Third Floor
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
90 Applying water proofing treatment to sunk portion by 220.00 Sq.Mt. 98.98 Rupees Ninety Eight
applying Acrylic Polymer base water guard material Sq.Mt. And Paise Ninety Eight
applied with brush after cleaning of dirt, dust and other
foreign material.
91 Providing 20 mm thick cement plaster in single coat on 220.00 Sq.Mt. 340.57 Rupees Three Hundred
brick / concrete wall for interior plastering up to floor two Sq.Mt. Forty And Paise Fifty
Seven Only
level finished even and smooth
(i) Cement mortar 1:3 ( 1-cement,3 - sand ) and mixing
Recrone - S 5 waterproofing materials in cement mortar
in proportion recommended by the manufacturer for All
92 Providing and filling screened of burnt coal cinder 52.00 Cu.M. 621.46 Rupees Six Hundred
including and consolidation etc complete. Cu.M. Twenty One And Paise
Forty Six Only
93 Providing and fixing chicken mesh jali with square of 540.00 Sq.Mt. 92.92 Rupees Ninety Two And
12.50 x 12.50 mm of 25 gauge at junction the Brick Sq.Mt. Paise Ninety Two Only
masonary and reinforcement cement concrete member
including fixing materials scaffolding labour etc. complete
94 Providing 12 mm wide groove / notch in plaster including 1800.00 Rmt. 15.15 Rupees Fifteen And
finishing the same etc. complete for all height. Rmt. Paise Fifteen Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
95 Applying two coats of acrylic lappy (putty) and two coats 10864.00 Sq.Mt. 40.59 Rupees Forty And
of primer of approved brand and manufacture on new Sq.Mt. Paise Fifty Nine Only
wall surface to give an even shade including thoroughly
brushing the surface free from mortar dropping and other
foreign matter and sand papered smooth.
96 Wall painting (Three coats) with plastic emulsion paint of 6694.00 Sq.Mt. 125.52 Rupees One Hundred
approved brand and manufacture on wall surfaces to Sq.Mt. Twenty Five And Paise
Fifty Two Only
give an even shade including thoroughly brushing the
surface free from mortar droppings and other foreign
matter and sand papered smooth
97 Wall painting (three coats) with plastic emulsion paint of 4170.00 Sq.Mt. 133.23 Rupees One Hundred
approved brand and manufacture on ceilings and sloping Sq.Mt. Thirty Three And Paise
Twenty Three Only
roofs to give an even shade including thoroughly
brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth
98 20 mm. Thick sand faced GUTAKA FINISHED cement 4621.00 Sq.Mt. 482.78 Rupees Four Hundred
plaster on walls upto All height above ground level Sq.Mt. Eighty Two And Paise
Seventy Eight Only
consisting of 12 mm. Thick backing coat of C.M.. 1:3 (1
cement : 3 sand) and 8 mm. Thick finishing coat of C.M..
1:1 (1 cement : 1 sand) including making groove 6 mm
wide and 8 mm deep as approved pattern etc. complete
as directed.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
99 Finishing wall with weather proof exterior emulsion paint 4266.00 Sq.Mt. 73.75 Rupees Seventy Three
on wall surface (two coats) to give an required even Sq.Mt. And Paise Seventy Five
shade after thoroughly brushing the surface to remove
all dirt, and remains of loose powdered materials etc
100 Providing laying and jointing in true line and level 15 mm 240.00 Rmt. 72.65 Rupees Seventy Two
dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. And Paise Sixty Five
approved by Engineer In charge. Pipe shall be fixed on
the wall with the help of clamp at every two meter C/C or
shall be concealed as directed including necessary
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
materials.
101 Providing laying and jointing in true line and level 25 mm 240.00 Rmt. 91.84 Rupees Ninety One And
dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Paise Eighty Four Only
approved by Engineer In charge. Pipe shall be fixed on
the wall with the help of clamp at every two meter C/C or
shall be concealed as directed including necessary
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
materials.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
102 Providing laying and jointing in true line and level 40 mm 200.00 Rmt. 147.91 Rupees One Hundred
dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Forty Seven And Paise
Ninety One Only
approved by Engineer In charge. Pipe shall be fixed on
the wall with the help of clamp at every two meter C/C or
shall be concealed as directed including necessary
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
materials.
103 Providing laying and jointing in true line and level 50 mm 80.00 Rmt. 195.67 Rupees One Hundred
dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Ninety Five And Paise
Sixty Seven Only
approved by Engineer In charge. Pipe shall be fixed on
the wall with the help of clamp at every two meter C/C or
shall be concealed as directed including necessary
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
materials.
104 Providing and fixing concealed centre point to wall 150.00 Rmt. 170.36 Rupees One Hundred
ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Seventy And Paise
Thirty Six Only
Sanitation Foundation (NSF) seal for potable water of
following dia. nominal bore tube fittings and clamps
including making good the wall, ceiling and floor etc.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
105 Providing and fixing concealed centre point to wall 150.00 Rmt. 253.82 Rupees Two Hundred
ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Fifty Three And Paise
Eighty Two Only
Sanitation Foundation (NSF) seal for potable water of
following dia. nominal bore tube fittings and clamps
including making good the wall, ceiling and floor etc.
106 Providing and fixing concealed centre point to wall 40.00 Rmt. 447.72 Rupees Four Hundred
ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Forty Seven And Paise
Seventy Two Only
Sanitation Foundation (NSF) seal for potable water of
following dia. nominal bore tube fittings and clamps
including making good the wall, ceiling and floor etc.
107 Providing and fixing Heavy Handle valve of approved 100 No. 437.33 Rupees Four Hundred
brand & following internal dia of Brass including fixing in Nos. Thirty Seven And Paise
Thirty Three Only
pipe lines etc. complete
(A) 15 mm Dia
108 Providing and fixing Heavy Handle valve of approved 30 No. 553.48 Rupees Five Hundred
brand & following internal dia of Brass including fixing in Nos. Fifty Three And Paise
Forty Eight Only
pipe lines etc. complete
(C) 25 mm Dia
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
109 Providing and fixing Heavy Handle valve of approved 10 No. 728.21 Rupees Seven Hundred
brand & following internal dia of Brass including fixing in Nos. Twenty Eight And Paise
Twenty One Only
pipe lines etc. complete
(E) 40 mm Dia
110 Providing and fixing Butterfly valve Butterfly valves IS 4 No. 2,387.64 Rupees Two Thousand
13095 with lSI mark PN 1.0 of approved brand & Nos. Three Hundred Eighty
Seven And Paise Sixty
following internal dia of Brass including fixing in pipe Four Only
lines etc. complete
(A) 50 mm Dia
111 Providing and fixing to wall ceiling floor 10.0 Kg. F/Cm2 150.00 Rmt. 280.23 Rupees Two Hundred
working pressure polythene pipes for soil waste and Rmt. Eighty And Paise
Twenty Three Only
ventilating pipes of the following outside dia. low density,
complete with necessary fittings, wall clamps etc
including making good the wall ceiling and floor.
112 Providing laying and jointing in true line and level 110 490.00 Rmt. 876.11 Rupees Eight Hundred
diameter U.P.V.C. SWR Type B pipe confirming to IS Rmt. Seventy Six And Paise
Eleven Only
13592-1992 with one end plain and other end socketed
with rubbering, & fitting conforming to ISI 14735-1999 of
approved make for drainage system pipe line, pipe shall
be jointed with each other with rubber lubricant, pipe
shall be fixed on wall using of PVC clamp of the size
mm diameter x 149 mm length x 145 mm high at every
2000 mm centre to centre or shall be concealed in walls
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
as directed including necessary fittings such as bends,
shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost of all
materials.
113 Providing laying and jointing in true line and level 160 350.00 Rmt. 834.38 Rupees Eight Hundred
diameter U.P.V.C. SWR Type B pipe confirming to IS Rmt. Thirty Four And Paise
Thirty Eight Only
13592-1992 with one end plain and other end socketed
with rubbering, & fitting conforming to ISI 14735-1999 of
approved make for drainage system pipe line, pipe shall
be jointed with each other with rubber lubricant, pipe
shall be fixed on wall using of PVC clamp of the size
mm diameter x 149 mm length x 145 mm high at every
2000 mm centre to centre or shall be concealed in walls
as directed including necessary fittings such as bends,
shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost of all
materials.
114 Providing and fixing M. S. Clamp made from 40mm x 850 No. 157.56 Rupees One Hundred
6mm thick M. S. Flat as per design given by Engineer in Nos. Fifty Seven And Paise
Fifty Six Only
charge for fixing the C.I. / G.I. / PVC pipe on wall of duct
to stay away from wall etc. complete.
115 Providing and fixing PVC SWR Nahni Trap IS 14735 for 66 No. 586.60 Rupees Five Hundred
drain - 100 mm diameter with jali of the following nominal Nos. Eighty Six And Paise
Sixty Only
diameter of self cleansing design with C.I. screwed down
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
or hinged grating including the cost of cutting and
making good the walls.
116 Providing and fixing C.P. bib cock 15mm φ heavy duty 21 No. 552.08 Rupees Five Hundred
with cap Nos. Fifty Two And Paise
Eight Only
117 Providing and fixing C.P. Pillar cock 15 mm Heavy duty 24 No. 799.45 Rupees Seven Hundred
swan neck Nos. Ninety Nine And Paise
Forty Five Only
118 Providing and fixing PUSH bib taps of following size 18 No. 186.83 Rupees One Hundred
(A) Brass chromium plated PUSH TYPE Bib tap Nos. Eighty Six And Paise
Eighty Three Only
(I) 15 mm dia
119 Providing and fixing wash basin (52 Dia) CP brass bottle 18 No. 5,283.31 Rupees Five Thousand
trap with brass union and CP brass wall discharge pipe Nos. Two Hundred Eighty
Three And Paise Thirty
with flanges and cap, 32mm dia GI waste pipe with One Only
fittings up to floor trap, 32mm dia CP brass waste
coupling with CP chain and rubber plug, 15mm dia CP
brass concealed stop valve 15mm heavily quality flexible
PVC inlet connection of required length with brass union,
washer and CP brass cap complete in all respects with
15mm dia CP brass pillar tap including cutting and
making good the walls RCC work as directed and
making good the same etc. complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
120 Cat No. : S1013200 6 No. 56,782.20 Rupees Fifty Six
One piece EWC S trap 300 mm with B1520118 Soft Nos. Thousand Seven
Hundred Eighty Two
close seat cover, S2040159 CRANE Wall hung wash And Paise Twenty Only
basin 665 x 545 x 190 mm, F9030453 Single lever
clinical faucet, B2210106 Wall mounted grab bar
mm long 2 Nos., B2210108 Wall mounted hinged hand
rail 750 x 100 Paper holder and bottle trap are not part of
the offering 710 x 370 x 770 mm
121 Providing and fixing wash down water closet (Wall Hung 15 No. 6,760.94 Rupees Six Thousand
European type W. C. Pan) with integral "P" and "S" trap Nos. Seven Hundred Sixty
And Paise Ninety Four
including jointing the trap with soil pipe in cement mortar Only
1:1 (1-cement, 1-sand) Vista including providing and
fixing plastic seat cover for wash down WC with CP
brass hinges and rubber buffers back plastic seat and
including providing 12.50 Litres low level flushing cistern
with a "P" pair of CI or MS bracket with complete fitting
such as lead valve Siphon 15mm dia brass ball valve
with polythene float CP brass handle, unions and
couplings for connection with inlet outlet and overflow
pipes 40mm dia porcelain enamelled flush bend, Dual
Flushing system including jet spray operated with
necessary valve including cutting holes in walls and
making good the same connecting the flush bend with
cistern and closet vitreous china etc. complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
122 Providing and fixing Urinal or approved quality including 9 No. 1,074.86 Rupees One Thousand
connecting the Urinal with waste pipe, tap etc. complete. Nos. Seventy Four And Paise
Eighty Six Only
(A) White earthenware flat back or corner type size
123 Providing and laying Both side mirror polished Black 11.00 Sq.Mt. 1,931.12 Rupees One Thousand
Granite stone slab 18 mm (Average) thick of approved Sq.Mt. Nine Hundred Thirty
One And Paise Twelve
quality incl. full moulded round front edge fixed in wall for Only
partition and jointed with grey cement slurry including
rubbing and polishing etc. complete
124 Providing erecting and fixing double coated PVC. (ISI) 11000.00 Liter 3.95 Rupees Three And
mark water tank of reqd capacity each with all necessary Liter Paise Ninety Five Only
fittings & connection etc. complete on terrace.
125 Providing and fixing 600 mm x 450 mm bevelled edge 24 No. 859.41 Rupees Eight Hundred
mirror of superior glass mounted on 6 mm thick A.C Nos. Fifty Nine And Paise
Forty One Only
sheet or plywood sheet or PVC framing and fixed to
wooden plugs with C.P brass screw and washers.
126 Providing and fixing C.P. brass towel rail complete with 24 No. 616.42 Rupees Six Hundred
C.P. brass brackets fixed to wooden plugs with C. P. Nos. Sixteen And Paise Forty
Brass screws (B) 600 mm X 20mm size
127 Providing and fixing C.P. Hand shower (Health faucet) 15 No. 733.53 Rupees Seven Hundred
with one Rmt. PVC tube with C.P. brass wall hooks C.P. Nos. Thirty Three And Paise
Fifty Three Only
brass screws
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
128 Providing and fixing C.P. Angle stop cock 15 mm Heavy 63 No. 659.92 Rupees Six Hundred
duty with cap approved brand and quality Nos. Fifty Nine And Paise
Ninety Two Only
129 Providing and fixing Soap dish 18 No. 202.00 Rupees Two Hundred
(A) C.P. brass with C.P. brass screws Nos. Two Only
130 Providing and fixing S.W. Gully trap with C.I. Grating 20 No. 1,246.92 Rupees One Thousand
brick masonary chamber and water tight C.I. Cover with Nos. Two Hundred Forty Six
And Paise Ninety Two
frame of 300 mm. X 300 size (inside) with standard Only
(I) Square mouth traps (C) 150 mm. X 100 mm size P or
131 Constructing brick masonary chamber for under ground 10 No. 2,932.93 Rupees Two Thousand
C.I. Inspection chamber and bends with bricks having Nos. Nine Hundred Thirty
Two And Paise Ninety
crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Three Only
Cover with frame (light duty) 455 mm. X 610 mm.
Internal dimensions, total weight of cover with frame to
be not less than 38 Kgs. weight of cover 23 Kg. and wt.
of frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm. size
) foundation concrete 1:5:10 inside plaster 15 mm. thick
with cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls & bed concrete etc.
(I) inside dimensions, 455 mm. x 610 mm and 450 mm.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
Deep for single pipe line.
132 Constructing brick masonary chamber for under ground 15 No. 3,660.76 Rupees Three
C.I. Inspection chamber and bends with bricks having Nos. Thousand Six Hundred
Sixty And Paise
crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Seventy Six Only
Cover with frame (light duty) 455 mm. X 610 mm.
Internal dimensions, total weight of cover with frame to
be not less than 38 Kgs. weight of cover 23 Kg. and wt.
of frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm. size
) foundation concrete 1:5:10 inside plaster 15 mm. thick
with cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls & bed concrete etc.
(II) inside dimensions, 500 mm. x 700 mm. and 450 mm.
deep for pipe line with one or two inlets.
133 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 5 No. 11,042.74 Rupees Eleven
(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Forty Two
And Paise Seventy Four
20mm nominal size) foundation concrete 1:3:6 mix (1- Only
cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:5 (1-
Cement : 5-coarse sand) finished with a floating coat of
neat cement and making channels in cement concrete
1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate
20mm nominal size) finished smooth complete including
curing and finishing
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(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
kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)
(A) With 230mm thick walls of brick masonry using brick
having crushing strength not less than 35Kg. / Sq.cm.
in Cement Mortar 1:5 (1- Cement: 5-Coarse sand)
(1) A type depth 0.90 Metre for 150mm diameter sewer.
134 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 5 No. 19,349.63 Rupees Nineteen
(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Three
Hundred Forty Nine And
20mm nominal size) foundation concrete 1:3:6 mix (1- Paise Sixty Three Only
cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:5 (1-
Cement : 5-coarse sand) finished with a floating coat of
neat cement and making channels in cement concrete
1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate
20mm nominal size) finished smooth complete including
curing and finishing
(i) Inside size 900mm x 1200mm and 1.5M. deep
including C.I. cover with frame size 560mm diameter
total weight of cover and frame to be not less than
kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)
(A) With 230mm thick walls of brick masonry using brick
having crushing strength not less than 35Kg. / Sq.cm.
in Cement Mortar 1:5 (1- Cement: 5-Coarse sand)
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(2) B type depth 1.50 Metre for 150mm diameter sewer.
135 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 8 No. 23,470.48 Rupees Twenty Three
(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Four
Hundred Seventy And
20mm nominal size) foundation concrete 1:3:6 mix (1- Paise Forty Eight Only
cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:5 (1-
Cement : 5-coarse sand) finished with a floating coat of
neat cement and making channels in cement concrete
1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate
20mm nominal size) finished smooth complete including
curing and finishing
(i) Inside size 900mm x 1200mm and 1.5M. deep
including C.I. cover with frame size 560mm diameter
total weight of cover and frame to be not less than
kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)
(A) With 230mm thick walls of brick masonry using brick
having crushing strength not less than 35Kg. / Sq.cm.
in Cement Mortar 1:5 (1- Cement: 5-Coarse sand)
(3) C type depth 2.25 Metre for 150mm diameter sewer.
136 Providing laying (to level or slopes) and jointing 150.00 Rmt. 677.90 Rupees Six Hundred
reinforced concrete Light duty non-pressure pipes I.S. Rmt. Seventy Seven And
Paise Ninety Only
class NP2 of the following internal diameter with collars
and butt ends prepared for collar joints including testing
of joints complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
137 Providing throating or plaster drip and moulding to 670.00 Rmt. 43.05 Rupees Forty Three
R.C.C. chhajja or grove to plaster Rmt. And Paise Five Only
138 Providing cement vata (10cm. x 10 cm. size) quarter 670.00 Rmt. 24.28 Rupees Twenty Four
round in cement mortar 1:1 including neat cement Rmt. And Paise Twenty Eight
finishing, watering etc. complete.
139 Providing and fixing AISI 304 Grade stainless steel 91.00 Rmt. 3,909.71 Rupees Three
knock down railing system comprising 50mm dia railing Rmt. Thousand Nine
Hundred Nine And
fixed on 38mm dia SS Balustrade of 845mm height Paise Seventy One
placed at maximum 1200mm C/C distance along with Only
three SS horizontal members of 19mm dia connected at
the side of baluster with SS brackets. The balustrade
shall be mounted on floor with base plate using specially
designed anchor fasteners and concealed by AISI
Grade SS base cover cap (Wall thickness of pipes shall
be taken as 1.50mm along with all visible component
developed in high grade SS and wherever required,
joints to be filled with bushings for extra strength)
140 SIGNAGES ON WALL 15 No. 1,010.00 Rupees One Thousand
Providing, Fabricating & Fixing wall signage's using 304 Nos. Ten Only
grade Stainless steel brushed steel finish plate of
mm thick fixed on a wall using S. S. studs including
punched (laser cut) lettering carried out on S. S. plate of
required size and text as directed by Engineer over the
S.S plate etc. complete. Size: 18" x 6"
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
141 SIGNAGES ON Door 86 No. 656.50 Rupees Six Hundred
Providing, Fabricating & Fixing 304 grade Stainless steel Nos. Fifty Six And Paise Fifty
1.5 mm thick brushed steel finish plate fixed on a door
using S. S. studs and with punched(laser cut) lettering
carried out on S. S. plate of required size and text as
directed by Engineer etc. complete.
Size: 12" x 6"
142 Providing and fixing C.I. Manhole cover 0.60m x 0.45m 10 No. 958.17 Rupees Nine Hundred
size having weight not less than 35 kgs. Nos. Fifty Eight And Paise
Seventeen Only
143 Providing and fixing PVC Cowl vent of following dia etc 15 No. 126.25 Rupees One Hundred
complete as directed Nos. Twenty Six And Paise
Twenty Five Only
(A) 110 mm Dia
144 Providing and fixing PVC Cowl vent of following dia etc 15 No. 151.50 Rupees One Hundred
complete as directed Nos. Fifty One And Paise
Fifty Only
(B) 160 mm Dia
145 Providing and fixing in position 300 mm high, 150 mm 200 No. 707.00 Rupees Seven Hundred
wide English letters made from 1.0 mm thick stainless Nos. Seven Only
steel sheet as directed by Engineer-in-charge with all
necessary tools & plants etc. complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
146 Providing and fixing in position 150 mm high, English 250 No. 404.00 Rupees Four Hundred
letters made from 1.0 mm thick stainless steel sheet as Nos. Four Only
directed by Engineer-in-charge with all necessary tools &
plants etc. complete.
147 Constructing Sandwich Platform of 18 mm thick Polished 15.00 Sq.Mt. 3,355.22 Rupees Three
Black Granite at top and 30 mm thick Kota stone slab Sq.Mt. Thousand Three
Hundred Fifty Five And
flooring fitting at bottom with cementing Materials / Paise Twenty Two Only
adhesives including making necessary grooves in walls
with Vertical Kotastone 30 mm x 2 No sandwich thick
every 60 cm centre to centre including all labour material
of approved quality incl. full moulded round front edge
fixed in wall for partition and jointed with grey cement
slurry including rubbing and polishing etc. complete
148 Providing and fixing eco-friendly light weight calcium 2549.00 Sq.Mt. 1,674.15 Rupees One Thousand
silicate false ceiling tiles having Tegular edge & 15 mm Sq.Mt. Six Hundred Seventy
Four And Paise Fifteen
Thick Densified edges on the Tile Periphery for Extra Only
Strength The Light weight calcium silicate ceiling tiles
shall have, light reflection 85% non-combustible as per
B.S. 476 part IV, 100% humidity resistance and also
having thermal conductivity 0.043° w/m KC. for the best
thermal Insulation . The Light weight calcium Silicate tile
shall be of approved texture Fine fissured/
Spintone/Cosmos having NRC value of 0.5 & Globe
having NRC value of 0.75 NRC or equivalent of size
X 595 mm to be laid on true horizontal level suspended
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
inter locking metal grid of hot dipped galvanized steel
sections (galvanizing @120 grams per sqm including
both side) consisting of main ‘T’ runner suitably spaced
at joints to get required length and size of 24X38mm
made from 0.30 mm thick (minimum) sheet, 1200mm
centre to centre, and cross ‘T’ of size 24X28mm made
out of 0.33mm (Minimum) sheet spaced 1200mm along
spaced between main ‘T’ at 600mm centre to centre to
form a grid of 1200X600mm and secondary cross ’T’ of
length 600mm and size 24x28mm made of 0.30 mm
thick (Minimum) sheet to be interlocked at middle of the
1200X600mm panel to form grid of size 600X600mm
resting on periphery walls/partitions on a perimeter wall
angle pre-coated steel of size (24X24X3000mm made of
0.40mm thick (minimum) sheet with the help of rawl
plugs at 450mm centre to centre with 25mm long dry
wall screws @ 230mm interval and laying 15mm thick
Densified edges light weight calcium silicate ceiling tiles
of approved texture (Fine Fissured/Cosmos/Spintone) in
the grid including, cutting /making opening for services
like diffusers, grills, light fittings, fixtures, smoke
detectors etc., wherever required, Main ‘T’ runners to be
suspended from ceiling using G.I. slotted cleats of size
25 X 35 X 1.6mm fixed to ceiling with 12.5mm dia and
50mm long dash fasteners.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
149 Providing and laying and fixing 50mm thick expansion 198.00 Sq.Mt. 1,491.03 Rupees One Thousand
joint by hydro cell semi rigid UV resistance with high Sq.Mt. Four Hundred Ninety
One And Paise Three
performance laminated closed cell polythene foam joint Only
filler in sheet foam as directed, etc. complete
150 Providing and filling the expansion joint by thioflex 600 500.00 Rmt. 515.39 Rupees Five Hundred
polymer or equivalent confirm to BS 4254-1983 as per Rmt. Fifteen And Paise Thirty
required shade and manufactured specification by
making groove of 50mm x 12.5mm lather by cutting or by
repairing groove and removing mortar drop or any other
foreign materials incl. applying primer and filling required
size (oversize of joint PU foam etc. complete.
151 Providing and fixing 25 cm wide & 3mm thick exterior 125.00 Sq.Mt. 1,054.34 Rupees One Thousand
composite panel on existing expansion joint horizontally Sq.Mt. Fifty Four And Paise
Thirty Four Only
& vertically with all material, hardware, accessories &
fittings etc completed
152 Providing and fixing copper strip and holdfasts for to 70.00 Rmt. 8,952.64 Rupees Eight Thousand
cover expansion joint Copper sheet of 1.25 mm. thick Rmt. Nine Hundred Fifty Two
And Paise Sixty Four
and of 1250 mm. width with the ‘U’ shape in the middle, Only
Copper strip shall have holdfast of 3 mm. diameter
copper rod fixed to the plate soldered on strip at intervals
of about 30 cm. etc complete.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
153 Providing Extra Labour charges for Making Pattas in 905.00 Rmt. 187.86 Rupees One Hundred
Windows Offsets as per architect Drawings. Rmt. Eighty Seven And Paise
Eighty Six Only
154 Providing Extra Labour charges for Making Pattas in Out 2543.00 Rmt. 743.36 Rupees Seven Hundred
side Plaster and colour as per architect Drawings. Rmt. Forty Three And Paise
Thirty Six Only
155 Providing and fixing coloured self adhesive PU Tactile 45.00 Sq.Mt. 4,586.41 Rupees Four Thousand
tile, ground surface indicators of Polyurethane of size Sq.Mt. Five Hundred Eighty Six
And Paise Forty One
300 mm x 300 mm for gilding / warning to the visually Only
visitors in the centre / side of the pedestrian / approach
pathway as per specification and guidelines complete in
all respect to the entire satisfaction of Engineer in
156 Providing and fixing Acrylic multilingual Braille (raised 30 No. 1,696.80 Rupees One Thousand
dots) DIRECTIONAL SIGNBOARDS of size 225 x 150 Nos. Six Hundred Ninety Six
And Paise Eighty Only
mm designed as per accessibility standards and having
3.5 mm thick acrylic base plate with Upper Case San
Serif words made of white acrylic non glare cut out
letters of height 15 mm raised not less than 0.8 mm
above base plate and the equivalent word written in
Gujarati, English or Hindi non glare acrylic cut arrow
pointing in the require direction. Each signboard to be
fixed as per manufacturers specifications on the wall at
the approved location and at a height of 1200 mm from
Floor level complete as per design / specifications and
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
guidelines as per entire satisfaction of the Engineer in
157 Providing and fixing of acrylic, non-glare, tactile audio 1 No. 33,027.00 Rupees Thirty Three
pictorial building layout as per the approved size, design No. Thousand Twenty
Seven Only
and make, having 3 mm thick acrylic non glare base
plate of the approved colour and non glare acrylic cut out
symbols raised 3 mm above base plate and Grade - 2 /
Grade - 1 Braille to be integral with the sign face and be
raised 0.5 mm above base plate. The map to be installed
at the specified location as per accessibility standards
shall be oriented to the position of the viewer and to be
installed at the height of 800 mm from the finished
ground / floor level and using the necessary hardware
specified by the manufacturer and to be installed
complete as per design / specifications and guidelines as
per the entire satisfaction of the engineer in charge.
158 Providing and fixing Braille indicator of size 170 mm x 35 91.00 Rmt. 820.12 Rupees Eight Hundred
mm for hand rails of the approved design and have Rmt. Twenty And Paise
Twelve Only
Braille dots raised 0.5 mm above the base plate to be
installed at specific locations as per direction of Engineer
in charge.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
159 Providing and fixing conspectus tape 50 mm width on 336.00 Rmt. 1,247.35 Rupees One Thousand
treads of staircase including cutting, pasting etc. as per Rmt. Two Hundred Forty
Seven And Paise Thirty
harmonised guidelines complete in all respects on the Five Only
entire satisfaction of engineer in charge.
160 Providing and fixing 15 mm thick 300 mm x 300 mm 20.00 Sq.Mt. 1,204.93 Rupees One Thousand
Tactile warning tiles (Attention Tiles i.e. Tactile Warning Sq.Mt. Two Hundred Four And
Paise Ninety Three
Surface Indicator (TWSI) of Johnsan Endura Tac Bottom Only
Yellow plus or equivalent make in flooring laid on 20 mm
thick cement mortar 1:6 ( 1 Cement : 6 Coarse sand) on
new surface and jointed with cement slurry including
finished with flush pointing & cleaning the surface for all
floors as per detailed drawing etc. completed as directed
by Architect or Engineer in charge. These tiles shall be
Anti Skid, chemical resistant, Fade Proof, Frost - Heat &
Weather proof, High Flexural Strength, Highly durable,
Stain resistance. All Tactile warning tiles meet the
specific size and dimension standard as per required by
ISO / FDIS
161 Providing and Fixing Terracotta jali or grill including 106.00 Sq.Mt. 1,987.68 Rupees One Thousand
roughening, cleaning, fixing and finishing in cement Sq.Mt. Nine Hundred Eighty
Seven And Paise Sixty
mortar 1:3 and curing complete. Eight Only
(E) 100mm thick
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
162 Providing and fixing KEY STONE as per Structure 1 No. 5,050.00 Rupees Five Thousand
Details and as directed by Architect / Engineer in charge No. Fifty Only
as per detailed drawings.
163 Box cutting the road surface to proper slope and camber 360.00 Cu.M. 109.04 Rupees One Hundred
for making a base of road work including removing the Cu.M. Nine And Paise Four
excavated stuff and depositing on the road side slope as
164 Providing and laying W.B.M. of B.T.M.C. metal of size 45 262.00 Cu.M. 1,328.15 Rupees One Thousand
mm to 63 mm size including 20% Grit {Stone screening} Cu.M. Three Hundred Twenty
Eight And Paise Fifteen
& stone dust as filler including spreading, watering & Only
consolidation by vibratory roller 80KN to 100KN static
165 Construction of un-reinforced, dowel jointed, plain 432.00 Cu.M. 4,454.10 Rupees Four Thousand
cement concrete pavement over a prepared sub base Cu.M. Four Hundred Fifty Four
And Paise Ten Only
with concrete grade M250, coarse and fine aggregate
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 a fixed form or slip form
paver, or conventional method, 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,
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
admixtures as approved, curing compound, finishing to
lines and grades as per drawing
166 Steel work welded in built up sections, framed work 37.00 Quintal 10,559.55 Rupees Ten Thousand
including cutting, hoisting, fixing in position and applying Quintal Five Hundred Fifty Nine
And Paise Fifty Five
a priming coat of red lead paint and two coats of matt Only
finished oil painting etc complete. :-
(B) In trusses and trussed purlins upto 25 m. span and
15 m. overall height.
167 Providing corrugated PPGL Sheets roofing fixed with 307.00 Sq.Mt. 848.40 Rupees Eight Hundred
Galvanized iron 'J' or 'L' hooks bolts and nuts 8 m. Sq.Mt. Forty Eight And Paise
Forty Only
diameter with bitumen and G. I. Limpet washers filled
with white lead complete including ridges, gutters etc.
excluding the cost of purlins, rafters and trusses.
(1) 0.62 mm. Thick sheet
168 Painting lines, dashes, arrows, letters, etc. on roads, air 298.00 Sq.Mt. 130.08 Rupees One Hundred
fields and like in two coats with road marking paint Sq.Mt. Thirty And Paise Eight
Brushing including cleaning the surface of all dirt, dust
and other foreign matter.
(I) Over 10 Cm. in width
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
169 Lawn Grass:- Filling the area upto the depth of 23 cm. 504.00 Sq.Mt. 493.25 Rupees Four Hundred
with good quality of field fertile soil, breaking the clods Sq.Mt. Ninety Three And Paise
Twenty Five Only
levelling the area, free from stone, grass roots etc. and
farm yard manure at the rate of 5 cu.mt. per 100 sq. mt.
mixing the same with layer of soil, levelling rolling, pre-
planting, watering etc and planting the lawn grass of
approved variety at 10 x 10 cm. distance etc complete as
per detail specification and maintenance upto DLP
Electrification
170 Point wiring for Light / Bell with 2-1.5 sq.mm & earth 316 Pt. 485.81 Rupees Four Hundred
wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV Pts. Eighty Five And Paise
Eighty One Only
grade FRLS PVC insulated multi strand copper wires up
to 10 mtr length, in below type of pipe erected with 6A
Modular type switch / bell push & accessories and earth
continuity of following type, erected on PVC /
Metallic/Wooden box, single mounting base frame
covered with textured/metallic/white front plate modules
erected on / in wall / ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose / H. D. Connector as
(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
171 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 220 Pt. 674.68 Rupees Six Hundred
sq.mm (Green) both are of .ISI marked 1.1 KV Grade Pts. Seventy Four And Paise
Sixty Eight Only
FRLS PVC insulated 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 covered with
textured/metallic/white front plate modules erected on /
in wall / ceiling as per pipe erected. with necessary
ceiling rose / H. D. Connector as directed.
(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete Cat. III
172 Point wiring for on board Looped Plug with 6A Modular 107 Pt. 257.55 Rupees Two Hundred
type switch & 5 pin socket erected on PVC / Pts. Fifty Seven And Paise
Fifty Five Only
Metallic/Wooden box, single mounting base frame
covered with textured / metallic/white front plate modules
erected on / in wall / ceiling with following type
accessories Cat-III
173 Providing following type of Modular Type Accessories
mounted with pvc / metallic box, single mounting base
frame covered with textured / metallic front plate,
modules erected with necessary connection. As desired
by Engineer In charge
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(1)One No. SP 6 Amp.Cat. III 41 No. 151.50 Rupees One Hundred
Nos. Fifty One And Paise
Fifty Only
(2) One No 5 pin plug Cat. III 41 No. 151.50 Rupees One Hundred
Nos. Fifty One And Paise
Fifty Only
(3) Two Pin/RJ-11 Telephone Socket [B] [A] For One 11 No. 160.59 Rupees One Hundred
Gang Cat-III Nos. Sixty And Paise Fifty
(7) Blank Plate Single Cat. III 120 No. 25.25 Rupees Twenty Five
Nos. And Paise Twenty Five
(8) Computer RJ-45 socket Cat. III 70 No. 160.59 Rupees One Hundred
Nos. Sixty And Paise Fifty
(9) 16 Amp. SP one way switch Cat. III 77 No. 180.79 Rupees One Hundred
Nos. Eighty And Paise
Seventy Nine Only
(10) 6/16Amp. Universal socket Cat. III 77 No. 199.98 Rupees One Hundred
Nos. Ninety Nine And Paise
Ninety Eight Only
174 Providing and erecting ISI mark Medium class RIGID
PVC PIPES of following size complete to be erected
on/in wall or ceiling erected with necessary PVC fittings
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
& Junction boxes fixed with adhesive solution & Clamps
with following dia of pipes, in approved manner as
(a)20 mm 2000.00 Mtr. 24.24 Rupees Twenty Four
Mtr. And Paise Twenty Four
(b) 25 mm 800.00 Mtr. 33.33 Rupees Thirty Three
Mtr. And Paise Thirty Three
175 Supplying and laying UPVC cable trunking system 180.00 Mtr. 428.24 Rupees Four Hundred
comprising unplasticised polyvinyl, chloride rigid material Mtr. Twenty Eight And Paise
Twenty Four Only
with ignition free and flame proof confirming BS with
necessary end caps Internal and external bend, flat
bends, coupler, tee etc..All necessary accessories and
measuring of following sizes
(2) 100 mm x 50 mm trunking
176 Supplying under floor pre-galvanised corrosion proof 220.00 Mtr. 1,045.35 Rupees One Thousand
rectangular sheet steel cable trunking of 1.6 mm thick Mtr. Forty Five And Paise
Thirty Five Only
having with stand point load up to 1.33 Ton & free from
seepage of concrete of screed water with all
accessories, Junction Box, Joints as required and
demanded by engineer-in charge and laying/erecting as
per OEM guidelines and as per instruction of engineer
incharge having following size of dimensions and No of
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
compartments (W x D x T)
[5] 250mm x 25mm x 1.6 mm with Three Compartments
177 Providing and erecting Mains with 1.1 KV grade FRLS 5450.00 Mtr. 82.82 Rupees Eighty Two And
PVC insulated ISI marked stranded Copper conductor Mtr. Paise Eighty Two Only
wire in following type of pipe to be erected concealed in
/flushed on wall/ceiling, with 1.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of green
colour for earth continuity of following size
(A) with medium class Rigid PVC pipe and accessories
(b) 2 wire 2.5 sq. mm
178 Providing and erecting Mains with 1.1 KV grade FRLS
PVC insulated ISI marked stranded Copper conductor
wire in following type of pipe to be erected in / on wall /
ceiling with 2.5 sq. mm copper conductor FRLS PVC
insulated stranded wire of green colour for earth
continuity of following size
(A) with medium class Rigid PVC pipe and accessories
(a) 2 wire 4 sq. mm 1925.00 Mtr. 112.11 Rupees One Hundred
Mtr. Twelve And Paise
Eleven Only
(b) 2 wire 6 sq. mm 60.00 Mtr. 147.46 Rupees One Hundred
Mtr. Forty Seven And Paise
Forty Six Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(h) 4 wire 6 sq. mm 450.00 Mtr. 260.58 Rupees Two Hundred
Mtr. Sixty And Paise Fifty
Eight Only
179 Providing and erecting Mains with ISI marked, 1.5KV
grade electrolyte multi stranded, annealed copper
conductor with heat resistant PVC 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 required.
(f) One wire 10.00 sq. mm 60.00 Mtr. 91.91 Rupees Ninety One And
Mtr. Paise Ninety One Only
(g) One wire 16.00 sq. mm 10.00 Mtr. 142.41 Rupees One Hundred
Mtr. Forty Two And Paise
Forty One Only
(i) One wire 35.00 sq. mm 10.00 Mtr. 300.98 Rupees Three Hundred
Mtr. And Paise Ninety Eight
(k) One wire 70.00 sq. mm 5.00 Mtr. 669.63 Rupees Six Hundred
Mtr. Sixty Nine And Paise
Sixty Three Only
(l) One wire 95.00 sq. mm 5.00 Mtr. 919.10 Rupees Nine Hundred
Mtr. Nineteen And Paise
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
180 Supplying and erecting Flexible PVC insulated multi
strand multi core 1.1 kv grade ISI marked copper wires
of following size to be erected as directed.
(d) 1.50 Sq.mm 2 core round PVC sheathed 200.00 Mtr. 31.31 Rupees Thirty One And
Mtr. Paise Thirty One Only
(e) 1.50 Sq.mm 3 core round PVC sheathed 222.00 Mtr. 46.46 Rupees Forty Six And
Mtr. Paise Forty Six Only
181 Supplying & erecting approved make Telephone Cable
electrolytic copper conductor PE insulation twisted in two
pairs, & wrapped with FRLS PVC tape & sheathed with
FRLS PVC or HFFR outer Jacket suitable for telephone
wiring & confirming to C-DOT erected in existing pipe. of
following size of conductors & nos. of pairs. With
necessary connections.
[A] Conductor Size 0.5 mm 330.00 Mtr. 20.20 Rupees Twenty And
(a) Unarmoured (2) Two Pairs Mtr. Paise Twenty Only
(6) Twenty Pairs 20.00 Mtr. 127.26 Rupees One Hundred
Mtr. Twenty Seven And
Paise Twenty Six Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
182 Providing & erecting main Distribution (MDF) indoor 1 No. 1,368.55 Rupees One Thousand
type, back mounted frame as per DoT standard No. Three Hundred Sixty
Eight And Paise Fifty
approved with krone strips (b) Suitable for 20 pair Five Only
183 Supplying & erecting approved make LAN cable of 3150.00 Mtr. 47.47 Rupees Forty Seven
following size in existing pipe as per direction [C] CAT - 6 Mtr. And Paise Forty Seven
184 Providing & erecting Switch board for Computer or 70 No. 1,133.22 Rupees One Thousand
electric apparatus consisting of following modular type Nos. One Hundred Thirty
Three And Paise
accessories mounted with PVC / Metallic Twenty Two Only
concealed/open box with single mounting base frame
covered with textured/metallic /white front plate,modules
erected with necessary connections as directed
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug For Modular Type Accessories
185 Decorative call bell Ting-tong box type 250 volts 8 No. 71.71 Rupees Seventy One
complete erected Nos. And Paise Seventy One
186 Supplying and erecting LED indoor fittings with LEDs of 27 No. 373.70 Rupees Three Hundred
wattage 0.2 Watt to 0.5 Watt assembled on single Nos. Seventy Three And
Paise Seventy Only
MCPCB, with housing used as a heat sink shall be made
of thick sheet Steel conforming to IS: 513/CRCA/
aluminium die cast powder coated and high U.V. &
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
corrosion resistance with diffuser with company
mark/name 160V to 270V, Power Factor more than 0.95,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 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 in-charge may
(A) Tube Light with integral driver (iv) 22-24 Watts,
Surge - 2KV,IP-20, conventional 4 feet Cat-III
187 Supplying and erecting led lamps with following wattage 17 No. 112.11 Rupees One Hundred
capacity of 220 to 240 voltage, minimum 15000 burning Nos. Twelve And Paise
Eleven Only
hours life, 500 V in built-surge protection, Polycarbonate
diffuser, mounting suitable for E14 / E27 / B22 lamp
holders, pf >=
(A) LED Lamps integral type, with PC diffuser suitable
LAMP holder (ii) 5 to 8 watts Cat.III
188 Supplying and erecting LED indoor fittings with LEDs of
wattage 0.2 Watt to 0.5 Watt assembled on single
MCPCB, with housing used as a heat sink shall be made
of thick sheet Steel conforming to IS: 513/CRCA/
aluminium pressure die cast powder coated and high
U.V. & corrosion resistance with diffuser housed in
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
aluminium casted body with company mark/name
160V to 270V,Power Factor more than 0.9, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt,
LED driver efficiency > 85 %
(fitting required LM-79 & LM-80 Certificates)
(NOTE: Below description have shown ranges of
Wattage capacity of LED fittings. The Engineer in-charge
(A) Square/ Circular shaped Surface/Recessed Mount 8 No. 758.51 Rupees Seven Hundred
Downlight with provision for spring loaded mounting clips Nos. Fifty Eight And Paise
Fifty One Only
complete.IP20
(iv) 22-24 watts, Surge-2 KV Cat-lll
(B) LED Panel Light with provision for Plane front frame
with translucent cover fixed to housing complete.IP20
(iv) 18 to 20 watts, 8" x 8", Surge- 2 KV Cat-lll 60 No. 613.07 Rupees Six Hundred
Nos. Thirteen And Paise
Seven Only
(vi) 36 watts, 24" x 24", Surge- 2KV Cat-III 172 No. 1,794.77 Rupees One Thousand
Nos. Seven Hundred Ninety
Four And Paise Seventy
Seven Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(H) Mirror Light 9 Watts, wall mounted minimum 1 feet 12 No. 312.09 Rupees Three Hundred
long Nos. Twelve And Paise Nine
189 Supplying and erecting LED street light / Flood light
fittings with High power White LEDs wattage of 3 Watt
and above assembled on single MCPCB, efficiency more
than 130 lm/w and corrosion free High pressure die cast
aluminum housing with smooth finish powder coated and
heat sink extruded aluminium with diffuser and
Polycarbonate optics/ lenses, with toughened glass with
company mark/name engraved or embossed 160 to
V,Power Factor more than 0.95, THD < 10 %, CCT
K to 5700K,Uniformity ratio >0.45, Luminaire efficacy>
100 lumens/watt . LED driver efficiency > 85 %.( fittings
required LM-79 & LM-80 certificates)(NOTE: Below
description have shown ranges of Wattage capacity of
wattage capacity between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral 26 No. 4,997.48 Rupees Four Thousand
and, Light must have 440VAC line supply with over- Nos. Nine Hundred Ninety
Seven And Paise Forty
voltage protection. (ii) 60 Watts Cat-III Eight Only
(B) Flood Light (IP-65), Surge protection -4KV integral 11 No. 9,647.52 Rupees Nine Thousand
and,Light must have 440VAC line supply with over- Nos. Six Hundred Forty
Seven And Paise Fifty
voltage protection. .(vi) 200 watts Cat.III Two Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(C) Post Top Lantern LED fitting comprises of finish cast 4 No. 4,092.52 Rupees Four Thousand
aluminum spigot and spun aluminum canopy fixed with Nos. Ninety Two And Paise
Fifty Two Only
opal polycarbonate, pipe arrangement for vertical
mounting driver and accessories wired upto terminal
block.IP 65 (i)20- 30W Cat-III
190 Supplying & erecting approved make Four Pole 415V 1 No. 22,255.35 Rupees Twenty Two
change over switch interior for panel mounting with No. Thousand Two Hundred
Fifty Five And Paise
operating mechanism A.C.23 duty confirming to IS for Thirty Five Only
(F)400A Cat-III
(D)200A Cat-lll 2 No. 12,241.20 Rupees Twelve
Nos. Thousand Two Hundred
Forty One And Paise
Twenty Only
191 Providing and erecting Approved make Four pole 30 No. 6,173.12 Rupees Six Thousand
moulded case circuit breaker having breaking capacity Nos. One Hundred Seventy
Three And Paise
ICU of 25 KA. at 415 V,having normal current rating up Twelve Only
to 25 A to 100A. with Fixed thermal & magnetic release
suitable to work on A.C. supply 50 c/s. with all internal
connections, spreader tinned copper & complete erected
in existing 16 G.M.S. housing. ICS=100% of ICU only
192 Providing and erecting Approved make Four pole 15 No. 8,055.76 Rupees Eight Thousand
moulded case circuit breaker having breaking capacity Nos. Fifty Five And Paise
Seventy Six Only
ICU of 35 KA. at 415 V. having normal current rating
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
125A. with Fixed thermal & magnetic release suitable to
work on A.C.supply 50 c/s. with all internal connections,
spreader tinned copper & complete erected in existing
16 G.M.S. housing. ICS=100% of ICU only Cat III
193 Providing and erecting Approved make Four pole 5 No. 16,221.61 Rupees Sixteen
moulded case circuit breaker having breaking capacity Nos. Thousand Two Hundred
Twenty One And Paise
ICU of 35 KA. at 415 V. having Normal current rating Sixty One Only
200A.with variable Thermal & magnetic release suitable
to work on A.C. supply 50 c/s. with all internal
connections, spreader tinned copper & complete erected
in existing 16 G.M.S. housing ICS=100% of ICU only
194 Providing and erecting Approved make Four pole 1 No. 25,228.79 Rupees Twenty Five
moulded case circuit breaker having breaking capacity No. Thousand Two Hundred
Twenty Eight And Paise
ICU of 50 KA and above at 415 V having Normal current Seventy Nine Only
rating 400A. with variable Thermal & magnetic release
suitable to work on A.C. supply 50 c/s. With all internal
connections, spreader tinned copper & complete erected
in existing 16 G.M.S. housing. ICS=100% of ICU only
195 Providing and erecting Approved make Earth fault Relay
suitable to mount with inter connection suitable to
following size of moulded case circuit breaker having CT
ratio & MCCB rating as following along with shunt trip
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
220V AC. with all internal connections & complete
erected in existing M. S. housing..
(2) 125 A -200 A, CT Ratio 1/200 2 No. 4,983.34 Rupees Four Thousand
Nos. Nine Hundred Eighty
Three And Paise Thirty
(3) 250 A -400 A, CT Ratio 1/400 1 No. 5,415.62 Rupees Five Thousand
No. Four Hundred Fifteen
And Paise Sixty Two
196 Providing and erecting following additional parts for 1 No. 1,310.98 Rupees One Thousand
panel mounting MCCBs (B)Extended operating rotary No. Three Hundred Ten And
Paise Ninety Eight Only
handle with pad lock with three position trip,off,on
suitable for 400A to 630 A panel mounting cat-III
(A)Extended operating rotary handle with pad lock with 50 No. 873.65 Rupees Eight Hundred
three position trip, off, on suitable for 25A to 250 A panel Nos. Seventy Three And
Paise Sixty Five Only
mounting cat-III
197 Supplying and erecting triple pole & neutral 440V / 500V 3.00 Rmt. 1,961.42 Rupees One Thousand
panel mounting Copper Busbars with four equal Nos. of Rmt. Nine Hundred Sixty One
And Paise Forty Two
electrolyte bus having current density not more than 1.6 Only
Amp. / sq.mm (Rated current / cross section area) duly
wrapped with colour insulating tape for phase sequence
of following current carrying capacity, erected with
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
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
(B) Suitable for 200 Amp. capacity 8.00 Rmt. 3,202.71 Rupees Three
Rmt. Thousand Two Hundred
Two And Paise Seventy
(D) Suitable for 400 Amp. capacity 1.00 Rmt. 7,319.47 Rupees Seven
Rmt. Thousand Three
Hundred Nineteen And
Paise Forty Seven Only
198 Providing and erecting Miniature circuit breaker single 41 No. 270.68 Rupees Two Hundred
pole 0.5A to 2A system and having breaking capacity 10 Nos. Seventy And Paise
Sixty Eight Only
KA to be erected in existing box. confirming to IS
8828/1996 with ISI Mark Cat.III
199 Providing and erecting Miniature circuit breaker single 282 No. 112.11 Rupees One Hundred
pole 6A to 25A suitable to operate on 240 V A.C. system Nos. Twelve And Paise
Eleven Only
and having breaking capacity 10 KA to be erected in
existing box. confirming to IS 8828/1996 with ISI Mark
200 Providing & erecting 415 V MCB Four Pole for Motor & 21 No. 668.62 Rupees Six Hundred
Inductive Load (C Curve) having 10KA breaking capacity Nos. Sixty Eight And Paise
Sixty Two Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
& confirms to IS :8828 in existing box having following
(b)40 Amp Cat-III.
201 Providing & erecting 240 V MCB double pole switch for 16 No. 330.27 Rupees Three Hundred
motor & inductive load (C Curve) having 10 KA breaking Nos. Thirty And Paise
Twenty Seven Only
capacity & confirms to IS : 8828 in existing box having
following capacity
(B) 40 Amp. Cat.III
202 Providing and erecting Sheet Steel powder coated MCB
distribution board - flush / surface mounted fitted with
busbar, neutral link, earth bar and DIN rail, Conforms to
IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.
(The DBs should be used of same company of MCB to
be used) suitable for
(A) single phase incoming and horizontal single phase 2 No. 1,152.41 Rupees One Thousand
outgoing Nos. One Hundred Fifty Two
And Paise Forty One
(b) sheet steel double door (IP-43) (iii)8 way Only
(B) three phase incoming and single phase horizontal 15 No. 3,412.79 Rupees Three
type outgoing Per phase isolation type (PPI) Nos. Thousand Four
Hundred Twelve And
(b) sheet steel double door (iii)8 way Paise Seventy Nine
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
203 Providing and erecting Approved make ELCBs / RCCBs 47 No. 2,235.13 Rupees Two Thousand
conforming to IS: 12640 and having sensitivity of 30 mA Nos. Two Hundred Thirty
Five And Paise Thirteen
and Short Circuit withstand capacity of 10 KA and Only
suitable for operation on single phase 240 V,50Hz.
having characteristic of quick action & tripping with all
advance feature & do not incorporate any electronic
component. for following Max. rating erected as directed
(ii) 40Amps. DP Cat-III
204 Providing and erecting Approved make RCCBs 2 No. 2,637.11 Rupees Two Thousand
conforming to IS: 12640 and having sensitivity of 30 mA Nos. Six Hundred Thirty
Seven And Paise
and Short Circuit withstand capacity of 10 KA and Eleven Only
suitable for operation on 3 phase and neutral
415V,50Hz. having characteristic of quick action &
tripping with all advance feature & do not incorporate any
electronic component for following Max. rating erected
as directed. (ii) 40Amps. FP Cat-III
205 Plastic enclosure fitted with DIN rail suitable for 2 No. 108.07 Rupees One Hundred
incorporating Three /Four nos. MCB Nos. Eight And Paise Seven
206 Providing and erecting required size HOT deep 50.00 Kg. 77.77 Rupees Seventy Seven
Galvanised iron strip for earthing of H.T., OCB/ ACB/ Kg. And Paise Seventy
Seven Only
Transformer LT panel board, Motors etc. using proper
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
207 Providing and erecting required size Copper strip for 35.00 Kg. 794.87 Rupees Seven Hundred
earthing of H.T. OCB / ACB/ Transformer, LT panel Kg. Ninety Four And Paise
Eighty Seven Only
board, Motors etc. using copper clamp.
208 Supplying & erecting earth pit of minimum bore 7 No. 4,591.46 Rupees Four Thousand
dia.150mm size approved make Earthing Electrode Nos. Five Hundred Ninety
One And Paise Forty
consisting Pipe-in-Pipe Technology as per IS 3043-1987 Six Only
made of corrosion free hot dipped G.I.Pipes having
Outer pipe dia of 50mm having 80-200 Micron
galvanising, Inner pipe dia of 25 mm having 200-250
Micron galvanising, connection terminal dia of 12mm
with constant ohmic value surrounded by highly
conductive compound with high charge dissipation
suitable for following type of applications with chamber
and heavy duty cover. (A)(approved make OEM has to
submit test certificate including value of earth resistance
of installation duly stamped and signed by agency and
officer Incharge has to ensure the value of earthing
resistane mentioned in test Certificate) & having back
filling compound of (B) Inner chemical (CCM
Compound)- Resistivity:- 0.2 ohm / meter testing as per
IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry
form, Sulphar content:- <2%(C) Back fill Compound :-
Earthing compound should be capable to retain moisture
for long time Necessary test report must be submitted by
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(a) For Electrical Installation up to 440V in normal soil
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg.
209 Providing & erecting weather proof, dust & vermin proof, 13.00 Sq.Mt. 14,902.55 Rupees Fourteen
floor mounted front operated indoor type cubical panel Sq.Mt. Thousand Nine
Hundred Two And
board necessary IP-42 and above protection as per Paise Fifty Five Only
approval from engineer in charge made from 14 SWG
thick CRC M.S. sheet for outer body & doors, 16 SWG
thick CRC M.S. sheet for internal partitions with
necessary accessories, supporting angles/ flats channel
including cutting, bending, drilling, welding, riveting with
internal partitions & cable alley as per requirements &
instruction of engineer-in-charge with erection of
supplied switch gears, BUSBARS, suitable size of inter
connecting PVC copper wire / copper-aluminium strips,
rubber grommets, rib, Bakelite control fuses/MCB for
measuring instruments, earth bus & earth bolts,
foundation flange - bolts-base Plates, sufficient nos. of
hinged doors, handles with locking arrangement and
rubber gasket, heavy duty end terminal connection,
danger notice board, necessary ventilation, earthing strip
complete. The Panel shall be painted with epoxy powder
(The rates excludes the cost of switchgears, bus bars,
inter connecting mains & Copper Aluminium strips,
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
meters, Fuses etc. The dimension shall be measured
excluding base beams) The panel shall be supplied with
following approved manufacturers with following size.
(B) The standard companies switch gear shall be used
and only manufacturers at CPRI approved factory (i)
with 350mm depth
210 Providing, erecting, fabricating the M.S. structure as per 363.00 Kg. 77.77 Rupees Seventy Seven
requirement on site incorporating proper size of M.S. Kg. And Paise Seventy
Seven Only
angles, square, round, flats, bars, channels, sections
complete 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 complete.
211 Providing and erecting XLPE(IS:7098)(I)-88 ISI
armoured cable multistrand Aluminium conductor for
KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables
(A) 3 1/2 core 25 Sq. mm ( 16 Sq. mm 1/2 core) 190.00 Mtr. 183.82 Rupees One Hundred
Mtr. Eighty Three And Paise
Eighty Two Only
(E) 3 1/2 core 95 Sq. mm ( 50 Sq. mm 1/2 core) 110.00 Mtr. 490.86 Rupees Four Hundred
Mtr. Ninety And Paise Eighty
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(F) 3 1/2 core 120 Sq. mm ( 70 Sq. mm 1/2 core) 240.00 Mtr. 540.35 Rupees Five Hundred
Mtr. Forty And Paise Thirty
(I) 3 1/2 core 240 Sq. mm( 120 Sq. mm 1/2 core) 20.00 Mtr. 1,168.57 Rupees One Thousand
Mtr. One Hundred Sixty
Eight And Paise Fifty
Seven Only
212 Providing and erecting XLPE (IS:7098)(I)-88 ISI
armoured cable multistrand / Solid Aluminium conductor
for 1.1 KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables
(B) 4 core 6 Sq. mm 680.00 Mtr. 126.25 Rupees One Hundred
Mtr. Twenty Six And Paise
Twenty Five Only
(C) 4 core 10 Sq. mm 330.00 Mtr. 140.39 Rupees One Hundred
Mtr. Forty And Paise Thirty
213 Providing and erecting XLPE(IS:7098)(I)-88 ISI 90.00 Mtr. 676.70 Rupees Six Hundred
armoured cable multistrand Copper conductor for 1.1 Mtr. Seventy Six And Paise
Seventy Only
KV. to be laid on wall with necessary clamps or in
existing trench / pipe at road crossing or floor of following
size of cables.
(A) 4 core 10 Sq. mm
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
214 Providing and erecting XLPE (IS:7098)(I)-88 ISI 120.00 Mtr. 190.89 Rupees One Hundred
armoured cable multistrand Aluminium conductor for 1.1 Mtr. Ninety And Paise Eighty
KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables
(B) 4 core 25 Sq. mm
215 Providing and erecting Pipe type earthing having 150 20 No. 368.65 Rupees Three Hundred
cms. long and 2.5 cms. dia. galvanised iron pipe with Nos. Sixty Eight And Paise
Sixty Five Only
coupling and buch buried in specially prepared earth pit
complete with necessary 8 SWG earth wire.
216 For using salt and charcoal / coke as required for pipe 20 No. 171.70 Rupees One Hundred
type earthing. Nos. Seventy One And Paise
Seventy Only
217 Making trench in soft soil of suitable width of 90 cm deep 770.00 Mtr. 55.55 Rupees Fifty Five And
for laying cable or locating the fault all over the run and Mtr. Paise Fifty Five Only
back filling the same and making the surface as normal
218 Making trench in Hard Murrum / Tar Road of suitable 50.00 Mtr. 432.28 Rupees Four Hundred
width of 90 cm or required depth for laying any size of Mtr. Thirty Two And Paise
Twenty Eight Only
cable or locating the fault all over the run and back filling
the same and making the surface as normal ground.
(B) If additional machinery like hammer driller or JCB
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
219 Providing & laying approved make Double walled
corrugated pipes (DWC) of polyethylene(conforming to
IS 14930 II )with necessary connecting accessories of
same material at required depth in existing trench for
laying of cable. below ground / road surface for
enclosing cable
(A)50 mm outer dia 810.00 Mtr. 62.62 Rupees Sixty Two And
Mtr. Paise Sixty Two Only
(C))90 mm outer dia 170.00 Mtr. 95.95 Rupees Ninety Five And
Mtr. Paise Ninety Five Only
(D)120 mm outer dia. 190.00 Mtr. 137.36 Rupees One Hundred
Mtr. Thirty Seven And Paise
Thirty Six Only
220 Providing and, fixing heavy duty flange type brass cable
gland with rubber ring for PVC insulated armoured cable
complete with out going tails, insulating tape etc for
following size of cables.
(B) 2 to 4 core 6 Sq. mm 22 No. 38.38 Rupees Thirty Eight
Nos. And Paise Thirty Eight
(C) 2 to 4 core 10 Sq. mm 40 No. 38.38 Rupees Thirty Eight
Nos. And Paise Thirty Eight
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(E) 2 to 4 core 25 Sq. mm 4 No. 51.51 Rupees Fifty One And
Nos. Paise Fifty One Only
221 Providing and, fixing heavy duty flange type brass
double compression type cable gland with rubber ring
for PVC insulated armoured cable complete with out
going tails, insulating tape etc for following size of
(B) 3 & 1/2 core 35/50 Sq. mm 4 No. 75.75 Rupees Seventy Five
Nos. And Paise Seventy Five
(C) 3 & 1/2 core 70 Sq. mm 3 No. 103.02 Rupees One Hundred
Nos. Three And Paise Two
(F) 3 & 1/2 core 150 Sq. mm 2 No. 190.89 Rupees One Hundred
Nos. Ninety And Paise Eighty
(H) 3 & 1/2 core 240 Sq. mm 3 No. 247.45 Rupees Two Hundred
Nos. Forty Seven And Paise
Forty Five Only
222 Solder less crimping type Aluminium lugs conforming to
IS suitable for cable of following size evenly crimped with
high pressure tool & connected to switchgear terminals
with brass/cadmium plated nut bolts in an approved
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
(A) 6 Sq . Mm 160 No. 6.06 Rupees Six And Paise
Nos. Six Only
(B) 10 Sq.mm 22 No. 13.13 Rupees Thirteen And
Nos. Paise Thirteen Only
(C) 16/25 Sq.mm. 12 No. 15.15 Rupees Fifteen And
Nos. Paise Fifteen Only
(D) 35/50 Sq.mm. 8 No. 20.20 Rupees Twenty And
Nos. Paise Twenty Only
(E) 70 Sq.mm. 12 No. 25.25 Rupees Twenty Five
Nos. And Paise Twenty Five
(G) 120 Sq.mm. 10 No. 45.45 Rupees Forty Five And
Nos. Paise Forty Five Only
(H) 150 Sq.mm. 6 No. 61.61 Rupees Sixty One And
Nos. Paise Sixty One Only
(J) 240 Sq.mm. 24 No. 85.85 Rupees Eighty Five And
Nos. Paise Eighty Five Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
223 Solder less crimping type Copper lugs conforming to IS 16 No. 12.12 Rupees Twelve And
suitable for cable of following size evenly crimped with Nos. Paise Twelve Only
high pressure tool & connected to switchgear terminals
with brass/cadmium plated nut bolts in an approved
224 Providing & erecting Approved make Power Saving 50 220 No. 1,948.29 Rupees One Thousand
Watt Ceiling Fan with double ball bearing ISI mark with Nos. Nine Hundred Forty
Eight And Paise Twenty
Condenser 230 volt A.C. 50 Hz 1200 mm sweep Nine Only
complete having 3blades with aluminium blades with,
canopy & 30 cm. down rod erected with earthing.(Make
shall be approved by Engineer in charge))
225 Supplying and erecting 19 / 20 mm. nominal bore 220.00 Mtr. 108.07 Rupees One Hundred
Medium Class M.S. Pipe down rod erected duly painted Mtr. Eight And Paise Seven
for fan complete with proper insulation without leakage
and earthing.
226 Supplying & erecting fan hook box of 10 mm M.S. round 220 No. 108.07 Rupees One Hundred
bar bounded to the RCC bars up to 50mm length each Nos. Eight And Paise Seven
side and pierced through a 16 Gauge M.S. box / Heavy
Duty PVC box complete erected concealed in Ceiling
with necessary finishing.
227 Providing 2.5mm.thick laminated acrylic sheet to cover 220 No. 18.18 Rupees Eighteen And
the fan hook or Fan box. Nos. Paise Eighteen Only
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
228 Supplying & erecting approved make low noise 6 No. 1,703.87 Rupees One Thousand
decorative exhaust fan having square frame ABS body Nos. Seven Hundred Three
And Paise Eighty Seven
with inbuilt lowers & square frame. 200mm with Only
1350RPM Cat.II
229 Supplying & erecting single phase approved make 6 No. 2,054.34 Rupees Two Thousand
industrial exhaust fan suitable for medium duty ring Nos. Fifty Four And Paise
Thirty Four Only
mounted low noise operation suitable for medium duty
having following dia size and maximum speed in RPM
[A] 305 mm dia 900 RPM Cat.II
230 Supplying and erecting approved make Octagonal pole 20 No. 8,192.11 Rupees Eight Thousand
made from HR sheet steel. The pole should be made as Nos. One Hundred Ninety
Two And Paise Eleven
per IS. and shall be coated with hot dip galvanizing as Only
per IS 2629/2633/4759, suitable suspend local wind
speed with integral Junction box consist of terminal plate
of min 6mm Hylam sheet, standard profile
35mmX7.5mm Din-Rail for MCB Mounting, stud type
terminal and arrangement for cable termination to be
erected With Suitable foundation (Included) as per
details given by manufacturer considering site
requirement.
(D) 6 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm
thickness with 200mmX200mmX12mm base plate, 4-
M20 Bolts and 600mm long J-Bolt.Approx Pole weight
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
231 Providing and erecting street light pole bracket
comprising main B Class GI pipe of 4.2 cm/require
outside dia. complete with suitable B Class G.I sleeve
tubing of approx. 45cms.length and suitable for 76.5 mm
/ 80mm. / require size pole top having sufficient
fasteners for fixing the brackets and having spread of
mtr. length with suitable rise as per site condition &
suitable welded stiffener reducer and nipple with check
nut complete painted with one coat of Red oxide / PU
base primer and two coats of Aluminium / PU paint. paint
with following nos of arms.
[A] Single Arm bracket 1 Mtr 14 No. 614.08 Rupees Six Hundred
Nos. Fourteen And Paise
Eight Only
[B] Double Arm Bracket 1 Mtr 6 No. 829.21 Rupees Eight Hundred
Nos. Twenty Nine And Paise
Twenty One Only
232 Supplying & erecting IP 55 grade following size section 2 No. 3,595.60 Rupees Three
pillar fabricated from joint less M.S. Sheet with angle iron Nos. Thousand Five Hundred
Ninety Five And Paise
legs made from jointless M.S. Angle with cable clamps to Sixty Only
be buried in ground to have appropriate erection to work
uniform until erected with cement concrete foundation
and 45 cm high bricks work finishing with plaster etc.
hinged double door internally supported on both side,
with internal and outside looking arrangement with look
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two
Nos. one is welded and other with nut and bolt for
erecting Bakelite sheet. Painting the Section Pillar inside
and out side with three tank powder coated paint. section
pillar roof should be without joint with water leakage
proof & tested as per IP 55 test & followed by IS 2147 of
(B) 75 X 60 X 45 cm section pillar fabricated from
Gauge MS Sheet with angle iron legs 45 cm long made
from 35 X 35 X 5 mm thick MS angle.
233 Supplying and erecting HYLAM sheet on existing angle 0.90 Sq.Mt. 1,927.08 Rupees One Thousand
iron frame.for following thickness (E) 10mm Sq.Mt. Nine Hundred Twenty
Seven And Paise Eight
234 Supplying & erecting approved make Digital time switch 2 No. 3,168.37 Rupees Three
having lithium cell 6 years operative and operate battery Nos. Thousand One Hundred
Sixty Eight And Paise
backup 1 channel day clock with 14 memory Thirty Seven Only
programme, suitable to operate on 240V + 5%, 16A with,
floating contacts Minimum switching setup time
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.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
235 Supplying & erecting power contactor,AC3 duty for time 2 No. 2,782.55 Rupees Two Thousand
switch complete erected as per direction Cat III (D) 4 Nos. Seven Hundred Eighty
Two And Paise Fifty
pole 440V 40 Amp. Five Only
236 SITC of Digital / PCM / TDM EPABX System having 1 No. 45,398.49 Rupees Forty Five
SMT design, system with flexible universal slots. Inbuilt No. Thousand Three
Hundred Ninety Eight
Auto attendant facility, Minimum 15 Nos. conference, And Paise Forty Nine
Analog extension line, Calling GSM, E&M line, PRI / EI & Only
VOIP program me through Analog telephone digital key
from Ethernet, public address cord, shall have
unrestricted simultaneous dialing facility, QSIG protocol
on PRI, 95 / STD / ISD / Local-Locking, Class of Service,
Quick Dial-Single Digit dialing of any two external
number, Once only ring device, Boss/Secretary-Do not
disturb Facility, Power Down Mode, Hot Line, Hot
Outward Dialing, Day Night Mode, Auto Call Back,
Barge-in, Call Pick Up & Call Transfer, Call transfer while
Ringing with Voice Guide System, (DISA), Caller ID
(CLI), CLI Base ECF, CLI Base routing Internet Ready
Port, External Music Port, Call Budgeting, Call Most
Calculation (ASMDR), DID Direct Inverse Dialing,
External Music Input, Fax Homing, Global Directory
Printing with following capacities
[A] No of Extension 16, No of Junctions 6, 8 Port IP
Resource in-built, 4 Port Web base Video Conferencing,
No of expandable ports : 48, Operators Console -
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
Compatible : ISDN
237 Supplying & erecting Single line push button type Cord 11 No. 2,482.58 Rupees Two Thousand
Less telephone instrument. [[Approved by Competent Nos. Four Hundred Eighty
Two And Paise Fifty
Authority i.e. not Below the rank of Executive Engineer ] Eight Only
238 SITC of 3LCD Lamp based projector having wxga 6 Ea. 33,895.60 Rupees Thirty Three
(1280x800) or better resolution with minimum white Nos. Thousand Eight
Hundred Ninety Five
brightness of 3800 lumens and color brightness of 3800 And Paise Sixty Only
lumens. The projector should have minimum
1HDMI,1VGA input. Having contrast ratio of 15000:1 or
more. the projector should have auto vertical key stone
correction of +/- 30 degree and Manual Horizontal of +/-
30 degree. the projector should have optical lens, throw
ratio 1.30-1.56:1. Zoom Factor of 1.2. Lens focus Manual
having focal length 16.9mm to 20.28mm. projector
should have features like AV mute slide, quick corner
and split function and should support wireless
functionality with inbuilt wifi or wifi dongle. [Approved by
Competent Authority i.e. not Below the rank of Executive
Engineer ]
239 SITC of universal Projector mounting kit, with necessary 6 Ea. 6,848.81 Rupees Six Thousand
grouting, fasteners etc. with adjustable height and Nos. Eight Hundred Forty
Eight And Paise Eighty
suitable for all types of projectors. [Approved by One Only
Competent Authority i.e. not Below the rank of Executive
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
Engineer ]
240 SITC of 84 inch Self Lock MW (6 x 4) Instalock Slow 6 Ea. 3,379.46 Rupees Three
Retraction Screen, Aspect Ratio-4:3 [Approved by Nos. Thousand Three
Hundred Seventy Nine
Competent Authority i.e. not Below the rank of Executive And Paise Forty Six
Engineer ] Only
241 Providing and erecting approved make split air-
conditioning unit consisting of copper condensing unit
with fan motor, hermetically sealed rotary compressor
with accessories etc. duly connected separately erected
evaporating unit and blower motor with its accessories
by means of extra supplied proper insulated copper
tubing,drain PVC pipes suitable for ( cost includes
powder coated Stand, Eco Friendly green gas charging,
15A plug top & Remote Control) with necessary core
cutting. (1)For ISEER Range (KWH/KWH)(3.1 to 3.99)
Premium Category
(b) for 1.5 ton capacity 1 No. 52,442.23 Rupees Fifty Two
No. Thousand Four
Hundred Forty Two And
Paise Twenty Three
(c) 2.0 ton capacity 12 No. 59,293.06 Rupees Fifty Nine
Nos. Thousand Two Hundred
Ninety Three And Paise
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
242 Supplying and erecting insulated pair of soft copper 65.00 Mtr. 746.39 Rupees Seven Hundred
tubing open or concealed including power and control Mtr. Forty Six And Paise
Thirty Nine Only
cable, necessary PVC drain pipes for Split AC machine
up to 4 TR capacity
243 Providing & erecting water cooler having storage 6 No. 55,893.40 Rupees Fifty Five
capacity 150 Ltr. & cooling capacity 150 Ltr.per hour @ Nos. Thousand Eight
Hundred Ninety Three
an ambient temp of 45˚ C. The outlet temp. of the water And Paise Forty Only
should drop by 15˚C within a hour, The water cooler
should be comprising of hermetically sealed compressor,
fan motor, condensing unit, water tank surrounded by
evaporating, coil, thermostats, relay etc.complete with
necessary inlet & outlet connection. The body of water
cooler will be made from Stainless Steel.
244 Supplying & erecting 5 stage single reverse osmosis 6 No. 29,187.99 Rupees Twenty Nine
water purification system with M.S. powder coated Nos. Thousand One Hundred
Eighty Seven And Paise
frame, prefilter housing with 'O' ring presediment filter Ninety Nine Only
GAC filter, carbon filter suitable buster DC pump
capacity 80 psi, mention with 40 psi inline type post
carbon filter auto low & high pressure switches with
following size of storage tank & LPH capacity & erected
as directed
[C] 50 Ltr / Hr with 150 psi 2 nos booster pump
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
245 Supplying and erecting approved make online Un-interruptible 1 No. 1,30,103.15 Rupees One Lakh(s)
Power Supply system comprising flat cum-boost charger with No. Thirty Thousand One
IGBT base rectifier & Inverter & sealed maintenance free SMF Hundred Three And
batteries. The charger having operating capacity for input Paise Fifteen Only
160-270V AC & inverter having output 230V,50 Hz Ac with
load power factor with battery, over/under voltage output with
over load & short circuit protection equipment. The system
housed in CRC sheet duly powder coated paint with following
power backup.with MS painted batteries stand, 10% Overload
capacity for momentary load.
(D) 5 KVA with 1Hr Backup
246 Supplying and erecting approved make panel mounting 9 No. 1,275.63 Rupees One Thousand
type Digital Voltmeter having 3 digits LED display, 0 to Nos. Two Hundred Seventy
Five And Paise Sixty
750 AC Volts range erected on existing panel board with Three Only
all connection, wiring etc .with manufacturers calibration
certificate.
247 Supplying and erecting approved make panel mounting 9 No. 1,558.43 Rupees One Thousand
type Digital Ammeter having 3 digits LED display, Nos. Five Hundred Fifty Eight
And Paise Forty Three
external CT operated, calibrated for 0 to 1000 Amps Only
suitable to operate on 500 Volt AC, erected on existing
panel board with all connection, wiring etc .with
manufacturers calibration certificate.
switch for 3 phase AC Supply 500 V on existing panel Nos. Seventeen And Paise
Fourteen Only
board with necessary connections.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
249 Providing & erecting L.T. Current Transformer with bar 27 No. 274.72 Rupees Two Hundred
primary 50/5 to 1000/5 ratio 15 VA burden erected in Nos. Seventy Four And Paise
Seventy Two Only
existing CRCA box duly secured with insulating materials
connected to the meter
250 Supplying and erecting approved make suitable panel 27 No. 43.43 Rupees Forty Three
indicator LED type lamp, lens cover, complete erected Nos. And Paise Forty Three
with necessary connections.
251 Providing & erecting open well horizontal mono block 2 No. 25,987.30 Rupees Twenty Five
pump set with cast iron body, complete for three phase Nos. Thousand Nine
Hundred Eighty Seven
submersible motor having [E] For 7.5 HP 3 phase open And Paise Thirty Only
well horizontal mono block pump set suitable for
LPM to 370 LPM @ 13.5 Mtr to 42 Mtr head suitable for
65/75 mm dia delivery pipe Cat-II
252 Supplying & erecting approved make 3 phase motor 2 No. 12,993.65 Rupees Twelve
control cubical panel ( Star - Delta) made from16 G. Nos. Thousand Nine
Hundred Ninety Three
CRCA sheet duly painted with epoxy powder painted And Paise Sixty Five
inside and outside with hinged doors and locking Only
arrangement, consisting of suitable size of ON- OFF
isolator (AC - 3/23 duty) main fuses, single phasing
preventer cum water level. Guard (Complete unit),
Toggle switch to by pass Single phase preventer cum
WLG, indicating lamps for R- Y- B phases, over load
relay, Automatic water level controller, Ammeter &
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
wires duly socket Crimped, Panel to be erected on angle
iron frame grouted on wall as directed. Star Delta & main
contactor, overload relay, thermal / Electronic Star delta
cutoff timer, start - stop push buttons. The isolator
overload relay & contactors of L& T, Siemens or Cuttler
Hamer make only. Panel to be erected on angle iron
frame ground on wall. (A) S/D up to 7.5 H.P.
253 Lowering of submersible motor pump set at the depth of 2 Per Job 1,284.72 Rupees One Thousand
following, complete with required. Nos. and size of Job Two Hundred Eighty
Four And Paise Seventy
casing pipes erected by means of proper chain pulley Two Only
block & pipe wrenches after checking of threads of each
pipe with coupling to take the load of the pump set and
pipe assembly filled up with water
(D)For Open well Horizontal submersible pump set for
254 Providing and erecting ISI marked PVC insulated PVC 50.00 Mtr. 172.71 Rupees One Hundred
Sheathed Flat flexible Submersible copper cable Mtr. Seventy Two And Paise
Seventy One Only
approved make of following Size.
(D) 3 Core x 6 Sq. mm.
255 Providing Water proof straight Joint in PVC insulated flat 4 No. 189.88 Rupees One Hundred
flexible copper cable by using insulating material, water Nos. Eighty Nine And Paise
Eighty Eight Only
proofing material, & making the joint complete. (A) Up to
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
256 Supplying, Erecting, Testing & Commissioning the passenger 1 No. 14,74,779.78 Rupees Fourteen
/ stretcher lift having following main features: No. Lakh(s) Seventy Four
[1] GEAR LESS LIFT DRIVE (MRL) comprising of High Thousand Seven
Starting torque Lift 3 phase 440 V A. C. Permanent Magnet Hundred Seventy Nine
And Paise Seventy
Synchronous motor of proper rating with high efficiency shall
Eight Only
[2] Micro processor based / PLC, ACVVVF, vector control
drive with encoder feedback closed loop system shall be used
for lift car and door operation which shall be full collective
stops, Main, Up/ Down Contactor with overload and phase
reversal relay and safety controls.
[3] Car with M S platform with bracings of adequate size and
to sustain the impact load cabin + passenger with safety
factor of fire for steel and side panels of Stainless steel of
sheet of grade 304 duty. Car ceiling will be S.S. finishes with
aesthetic appearance with LED ceiling lights. Car flooring
shall be of s/s 304 chaker plate design sugeested of engineer
in charge. of engineer in charge. Car doors shall be of
stainless steel grade 304, hairline finish with centre opening /
telescopic automatic doors. Car panel will also be S.S.
finished with emergency stop device, mechanical door safety
device, facility of auto/ attended mode. All car panel buttons
and all floor switches must be with brail language as per lift
[4] All landing doors must be fire rated for 2 hour shall be fully
automatic centre opening/ telescopic opening made of hairline
finish steel grade of 304 with key holes and infrared curtains
with Unlocking facility from outside
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
[5] Appropriate battery operated emergency light in the car
along with alarm switch shall be provided. Also, Emergency
Light & Fan should start immediately without any Time Delay
as soon as power fails.
[6] Digital scrolling indicator system for up-down arrow along
with floor position indicator shall be provided inside the car
and at all floors.
[7] Full height infra red curtain with multiple cross / crossing
light beams shall be provided.
[8] Automatic Rescue Device (ARD) shall be provided
accordingly of passenger capacity with Manual Rescue
Operation ( Manual Cranking Facility).
[9] Audio visual indication in the lift car showing over loading
shall be provided such that doors kept open till excess load is
[10] Spring buffers/PU Buffers shall be provided.
[11] Car fan as per passenger capacity with automatic sleep
timer shall be provided.
[12] Voice annunciator with suitable music shall be provided in
[13] Self diagnostics system for operational and safety
parameters shall be provided in control panel.
[14] Mechanical over speed governor with governor
calibration as per actual site parameters and submission of
calibration certificate submission, door key holes in the floor
doors, fireman switch shall be provided.
[15] Lift machine hoisting arrangement in the lift machine
room and monkey ladder for lift pit should be provided by the
lift agency, along with the other steel structure works,
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
foundations for the machine etc…
[16] In the hoist way fascia plate shall be provided without any
extra cost, where ever required as / if directed by engineer in
[17] Permanent wiring with necessary safety devices like
RCCB in all circuit, Over Voltage Under Voltage protection
and THD eliminator in circuit for lift machine room and lift well
with proper numbers of light points, with fixtures, exhaust fan
and plug points shall be provided by the agency. Only
phase Power Supply shall be made available by department
in lift machine room. Necessary Earthing as per Lift Act/Rules
shall be arranged by Lift Agency.
[18] Any civil/ electrical works for additional and alteration in
lift shaft and machine room related to erection of lift shall be
made by lift agency without any extra cost. (granite/marble
fixing around all landing door openings are not in lift agency’s
[19] Agency has to provide all working drawings and
documents and liaison services for obtaining all necessary
permission from lift inspector and other authorities. [20]
acrylic transparent licence/display A4 size holder in lift car
[20A] As per statutory requirement of Govt. Of Gujarat lift &
escalator act 2000, lift agency has to provide
1. Car top safety barricade
2. Push & talk communication system.
3. Fireman's switch operation at Ground Floor.
4.carrying out third party lift inspection during/after lift erection
and provide report by third party authorized by concern
licensing authority
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
5.agency has to provide third party insurance upto completion
of free maintenance period and submit the document for the
[21] Car Panel Operating Buttons with floor position
indicator/buttons must be of Auto Glow type clearly visible
when view from inside cabin.
[22] For Physically Handicapped person Full Length Handrails
of hairline finish steel grade of 304 should be provided at
appropriate height on the Rear & Side Wall Panels in Lift Car.
[23] With Necessary KVA rating voltage controlled Stabilizer
suitable for your controller, drive and all equipments of lift.
[24] Necessary rating of DP Elcb and FP Elcb required for lift
is in scope of work which rating is sugested by CEICED
Department (electrical Inspector)
(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for
PREMIUM category
1. Advanced control system dual 64 bit embedded
microprocessor with CANBUS Serial Communication mode
including Regenerative power efficient operation,on site
programming facility, Anti nuisance, Pte-opening, BMS/RMS
with necessary online real time monitoring system having
necessary connectivity for remote monitoring & other suitable
supporting hardware & software devices to fulfil the purpose.
2. Floor Indication LCD Display with call registration & brail
mark with arrival gong and hall lantern & TFT Screen in the
car with MP3 Voice Announcer.
3. CAR Panel should be Scratch resistive SS Moonrock finish
/ Hair Line / Honeycomb for car and all Doors, All landing
doors must have fire rating up to 2 hours and car door must
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
have multi-level crisscross beam door protection.
4. To & fro communication system & wiring (i.e. car, control
room & guard room ) and Each elevator are equipped with
remote monitoring system. agency has to provide mobile app
and user id and password for monitoring
8 / 10 Passengers, Ground plus 2 upper floor with Rated
Speed of 1.0 m/sec.,
(C) With General PLUS ADDITIONAL SPECIAL FEATURES
attached herewith. Prem. Cat.
257 Supply, Installation, Testing & Commissioning of following 50.00 kW 42,156.39 Rupees Forty Two
size of Grid Tied Solar Power Plant with kW Thousand One Hundred
Solar Panels (ALMM approved): Frame Material : Anodized Fifty Six And Paise
Aluminum alloy Frame With Twin Wall Profile, Front Cover : Thirty Nine Only
High Transmission Low-Iron Tempered Glass (AR Coated),
High efficency and positive power tolerance Pmax: 0/+5,
Module Efficiency should be approx. 19.5%-22%, Normal
operating temperature 45'C, Junction Box with Waterproof
IP67 & MC4 Compatible and Enclosed with Bypass diodes,
100% Electroluminescence test to ensure error free Modules,
Thep. temp. co-efficient of the PV module shall equal or better
than -0.45%/degree C. Solar PV modules of minimum fill
factor 75% to be used. Unit Production:- More than 4.5 Unit
/kw /day (Actual)(1Year Avg) With 10 year Product warranty
and 25 year Linear Power Warranty includes all mechanical
and electrical parameters of the Solar panel. Modules must be
complied to the DCR(Domestic content requirements). The
Ration of AC to DC is 5:6 for the Installation capacity which
are given in AC KW.
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
Solar Inverter: MPPT Range: MPPT Range: 80-1000 V, Max
efficiency: 97.5% - 98.9%, O/p Frequency: 50/60Hz,
Operating Altitude (m) ≤4000, O/p Power Factor: ~1, O/P
THDi: <3%, Operating Temperature Range: -25~60°C,
Integrated protection of Inverter are Anti-islanding Protection,
Input Reverse Polarity Protection, Insulation Resistor
Detection, Ground fault protection, Residual Current
Monitoring Unit, Output Over Current Protection, Output Short
Circuit Protection, Output Over Voltage Protection, PV array
string fault Protection. Protection Degree: IP65, User Interface
LCD & APP, Datalogger & Communication: GPRS / Wi-Fi.
Integrated, Input Reverse Polarity Protection Integrated,
Insulation Resistor Detection Integrated, Residual Current
Monitoring Unit Integrated, Output Over Current Protection
Integrated, Output Short Circuit Protection Integrated, Output
Over Voltage Protection Integrated, Protection Degree: IP65,
User Interface LCD & APP, Datalogger & Communication:
GPRS / Wi-Fi, Module Mounting Structure: The mounting
(Rectangular pipe / square pipe / circular pipe) with requisite
cross bars, nuts and bolts, etc. shall be Hot deep galvanized
with minimum 80micron coating. The Rectangular / square
/circular hollow pipe section used for the structure should
have a minimum thickness of 2.0 mm. other than above, the
material thickness should be minimum 2.5 mm. A certificate of
a structural engineer certifying the strength and stability of the
mounting structure to withstand the weight and wind speed of
150 km/hour throughout the life span of 25 years of the
system, shall be submitted by the vendors. Hot Dipped
Galvanized steel coils. suitable arrangement for base plate for
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
foundation, solar panel mounting, the structure should be
suitable for carry the load of solar panel, wiring, sprinkler
system etc. with necessary foundation work/wall mount, j bolt,
anchor fastener etc. the nut bolt used for installation of
structure should be (SS 304) quality. The ground clearance of
the bottom most edge of solar panel shall not be less than
300 mm to 1200 mm or as per site’s technical/feasibility
requirement.
a. Column –The minimum section (thickness) should be
b. Rafter - The minimum section (thickness) should be 60MM
c. Purlin - The minimum section (thickness) should be 40MM *
40MM Balane of System with necessary Switchgears
(Suitable size and protection of ACDB & DCDB), inter
connecting wiring, earthing system as per the CEIG drawing
approval, lightening arrester system as per the CEIG drawing
approval, all liasoning work with various gov. department like
state nodal agency, DISCOM & CEIG is included in agency
scope (Excluding All charges namely GEDA Application
fees, Solar connectivity Charges, Meter connectivity Charges,
Meter testing Charges and system stability/strengthening
(D) Grid Tied Solar Power System: 26 - 50 kW (3 - phase)
258 Supplying and erecting, commissioning and testing of Diesel 1 No. 14,91,738.69 Rupees Fourteen
Generating set confirming to IS: 4722:1968 & BS:5514 having No. Lakh(s) Ninety One
continuous rating, 3 phase, 415 volts, 50 cycles A.C. supply Thousand Seven
comprising of a totally enclosed air/water cooled diesel engine Hundred Thirty Eight
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
with multi-cylinders developing suitable BHP not less than And Paise Sixty Nine
following capacity at 1500 RPM with 10% overload for one Only
hour in 24 hours with standard accessories like fly wheel,
lubricating oil cooler, "A" class governor, heavy duty fuel
wheel and lubricating oil filter, oil bath air filler, lubricating oil
pressure gauge, end exhaust manifold, standard set of tools
with adjustable spanners, screw drivers, cylinder head to
cover, joint cylinder head to exhaust, element lube oil filter,
/ 24 volts electric starting equipment complete with standard
heavy duty battery, dynamo, cut-outs, ammeter, necessary
wiring, pressure gauge, starter etc and heavy duty Residential
type exhaust silencer (With DEF System) and vertical hot air
duct both logged with asbestos rope, save oil trays, exhaust
piping of required length, standard wall/floor mounted fuel with
level indicator and piping and drip proof alternator, self
excited, self regulated, screen protected, with excitation
system, capable of delivering the rated system output at
volts, 3 phase, 0.8 PF, 50 Hz, 4 wire, running at 1500 RPM,
conforming to IS-4722- 1968 with voltage regulation +/- 5% of
rated voltage from no load to full load. Both the engine and
alternator fitted on a common fabricated steel base plate with
ant vibration mounting engine and alternator both connected
to each other by flexible flange coupling and with floor/wall
mounted control panel box comprising of voltmeter ammeter,
indicator lamps duly wired with HRC fuses. The alternator &
control panel shall be connected with provided suitable
capacity armoured cable and complete with Acoustic
enclosure (canopy) made out of 16 SWG CRCA Sheet, sound
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
absorbing material Rockwool of 64 density & 100 mm thick
conforming to IS:8183 / PU Foam of 40 Density - at least
mm. The resin bonded rock wool covered from inside the
canopy by perforated sheet with 3/4 mm holes, sound level
not more than 75 dB at a distance of 1 mtr, as per PVCT
norms. DG set should have in built fuel tank capacity of
minimum 8 hrs of continuous running capacity on full load.
Erection, commissioning and satisfactory testing as per
requirement with first filling of fuel (minimum up to the 80% of
fuel tank capacity), oil, etc. with guarantee / Warrantee of
complete system for Two years. & with obtaining all
necessary certificate from Electrical Inspector. The Capacity
and Ratings of DG sets are as below. (As per new CPCB4+
Emission norms Engine With - Turbo Charger, EGR (Exhaust
Gas Recirculation), CRS (Common Rail Fuel System), DOC
Reduction), Integrated wiring harness connected to ECU.)
(P) Continuous rating of 180 KVA,BHP not less than 235 BHP
259 Design, Supplying, installing, testing of factory fabricated 1 No. 2,88,878.18 Rupees Two Lakh(s)
readymade Three phase APFC Panel Cubical Panel No. Eighty Eight Thousand
fabrication should be type tested as per IEC 61921, Eight Hundred Seventy
61439:1&2 Capacitor Duty Contactor for switching as per Eight And Paise
Eighteen Only
following Steps Incomer Switch of MCCB type Icu=Ics=50KA
at 400/440 Volts, with OC, SC, internal earth fault protection
Incomer Switch of MCCB type Icu=Ics=50KA at 400/440
Volts, with OC, SC, internal earth fault protection, Copper
tinned insulated Busbar, Cubical panel should be indoor type
with IP 43 and IK 10,Metalized polypropylene film tye3-phase
Quantity Estimated Rate
Estimated Total Amount
Estimated Total Amount
Description of Item (with brief specification) But may be Unit According to
No. more or In Figure In words Estimated Quantity
less Rs. Ps.
550Volt Capacitor, De tuning Reactor for each capacitor,
Panel having Short Circuit and Overload protection, Each step
Capacitor having suitable MCB with Sc, OL, internal earth
fault relay, Each stage having Stage Contactor (Capacitor
load rating),PF regulator master controller having suitable
steps with LCD display, Rs 485 Communication port,
Indication LED Lamps for main incomer and ON-OFF for each
capacitor bank,MS Chanel for Floor mounting, Cable entry as
per site situation, Cooling fans for panel
(C)100KVAR
TOTAL AMOUNT PUT TO TENDER
TOTAL AMOUNT PUT TO TENDER
Rupees Ten Crore Forty Four Lakh(s) Forty One Thousand Four Hundred Seventy Five And Paise Thirteen Only
I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words)
of the estimated rates mentioned above. Amount of my/our tender works out as under.
* Estimated amount put to tender * Estimated amount put to tender
Deduct :_____ %below Rs.________________ Add :_____ %above Rs.________________
Net Rs. ______________________ Total Rs. ______________________
In words ___________________________ In words __________________________
{* Strike whichever is not applicable.}
Signature of Executive Engineer
contractor R. & B. Division
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-
Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017
Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as
per actual mix design the cost of difference of cement consumption have been deducted from the rate of original
item at the rate of input rate mentioned in all the tender.
Signature of Executive Engineer
contractor R. & B. Division
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2.GR to be attached with DTP_SBD.pdf
05 CONDITION FOR LIFT.pdf
06 SCOPE TERMS CONDITION AMC LIFT FOR 15 (1).pdf
BOQ Tutorial.pdf
BUILDINGSPECIFICATIONSBOOK(NEW).pdf
condition of elec sub-contractor-PQ.pdf
Detailed Specifications Tutorial Building.pdf
General Specification.pdf
Index to Specifications Tutorial Building.pdf
MOU Electrical Work.pdf
tender condition-PQ.pdf
Test Sch.pdf
Pre-Qualification Bid.pdf
Pre Qualification Tutorial 2.pdf
SBD BOOK_0001.pdf
Pre Qualification Tutorial 1_0001.pdf
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