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Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
28 Sept 2026, 6:00 pmClosed
Executive Engineer, City (R&B) Division, Vadodara
Construction of New Home of Special Adoption Agency at Vadodara (Nizampura) Dist. Vadodara.
340541
07 of 2026-27
Open
Civil Works
Works
Vadodara
1 document required · 1 mandatory
₹6,000
Executive Engineer, City Roads and Buildings Division, Vadodara
₹3.0 L
31 Aug 2026
31 Aug 2026
31 Aug 2026
28 Sept 2026
31 Aug 2026
Name of Work :- Construction of New Home of Special Adoption Agency at Vadodara (Nizampura) Dist. Vadodara.
Bill Of Quantity
Memorandum showing item of works to be carried out.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
1 972.00 Excavation for foundation upto 1.50 mt depth 120.01 Rupees One Cum
including sorting out and stacking of useful Hundred Twenty
materials and disposing the excavated stuff upto and One Paise
50 mt lead (A) Loose or soft soil. Only
2 523.00 Excavation for foundation 1.5 m to 3.0 m depth 166.44 Rupees One Cum
including sorting out and stacking of useful Hundred Sixty
materials and disposing the excavated stuff upto Six and Forty
50 mt lead (B) Dense or hard soil Four Paise Only
3 323.00 Excavation for foundation for depth from 3.0 m to 180.38 Rupees One cum
5.0 m including sorting out and stacking of useful Hundred Eighty
materials and disposing off the excavated stuff and Thirty Eight
upto 50 Meter lead.(B) Dense or Hard soil Paise Only
4 117.00 Dewatering for earthen dam and alilke work 101.00 Rupees One HR
foundation borrow pits trenches with diesel or Hundred One
electrical pumpping with 5 HP arrangement Only
including all cost of pipe line material labour as
directed whth all lift etc. complete.
5 121.00 Providing & filling Rubbles including hand packing 1086.50 Rupees One cum
& filling interstices with quary spalls in Thousand Eighty
Foundation & Plinth including Ramming & Six and Fifty
Consolidating, dressing etc. complete. Paise Only
6 117.00 Filling under flooring and plinth with sand and 471.69 Rupees Four Cum
dressing including watering ramming and Hundred Seventy
consolidating etc. comp. with all lead and lift. One and Sixty
Nine Paise Only
7 1392.00 Filling available excavated Earth (Excluding Rock) 133.65 Rupees One Cum
in trench plinth side of foundation . in layer not Hundred Thirty
excluding 20 cm in depth consolidation each Three and Sixty
deposited layer by ramming and watering etc. Five Paise Only
8 197.00 Filling foundation and plinth with murrum or 296.69 Rupees Two Cum
selected soil in layer of 20 cm in thickness Hundred Ninety
including ramming watering and consolidating Six and Sixty
etc. complete with all lead and lift. Nine Paise Only
9 438.00 Carring out plinth treatment to pre construction 97.18 Rupees Ninety Sqm
by spraying chemical solution for termite control Seven and
treatment including labour and material Eighteen Paise
consistment with I.S.I specification. Using Only
Chlordene and Chiorpurfiles 20 EC. As Per
6131_paret-II Consentration Weight one percent
is recommended i.e one litre 20 EC chemical
emulsion with 19 liter give 1 % concrentration
inclusive of one litre chemical emulsion appication
at the rate of 5 Litre chemical / Sqm of surface is
recommended as per I.S
10 73.20 Providing and laying controlled cement concrete 3613.03 Rupees Three Cum
M.150 for curing complete including cost of Thousand Six
formwork and reinforcement for reinforced Hundred
concrete work in (A) Foundations, footings,Base of Thirteen and
columns and Mass concrete For PCC Three Paise Only
11 216.08 Providing and laying controlled cement concrete 4570.25 Rupees Four Cum
M.250 and curing complete including the cost of Thousand Five
formwork and excluding the cost of reinforcement Hundred Seventy
for reinforced concrete work in (A) Foundations, and Twenty Five
footings, and Mass concrete. Paise Only
12 40.32 Providing and laying controlled cement concrete 7550.76 Rupees Seven Cum
M-250 and curing complete including the cost of Thousand Five
form work but excluding the cost of reinforcement Hundred Fifty
for reinforced concrete work in (d) columns Up to and Seventy Six
Plinth level. Paise Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
13 74.67 Providing and laying cement concrete 1:3:6 (1- 3086.56 Rupees Three Cum
Cement : 3- coarse sand : 6- Crushed stone Thousand Eighty
aggregates 40 mm nominal size) and curing Six and Fifty Six
complete excluding cost of formwork in (A) Paise Only
Foundation and Plinth
14 47.00 Providing and laying controlled cement concrete 7484.10 Rupees Seven Cum
M-200 and curing complete including the cost of Thousand Four
form work but excluding the cost of reinforcement Hundred Eighty
for reinforced concrete work in Columns, pillars Four and Ten
posts and struts G.FLOOR Paise Only
15 29.00 Providing and laying controlled cement concrete 7524.50 Rupees Seven Cum
M-200 and curing complete including the cost of Thousand Five
form work but excluding the cost of reinforcement Hundred Twenty
for reinforced concrete work in Columns, pillars Four and Fifty
posts and struts F.FLOOR Paise Only
16 10.00 Providing and laying controlled cement concrete 7564.90 Rupees Seven Cum
M-200 and curing complete including the cost of Thousand Five
form work but excluding the cost of reinforcement Hundred Sixty
for reinforced concrete work in Columns, pillars Four and Ninety
posts and struts S.FLOOR Paise Only
17 100.00 Providing and laying controlled cement concrete 6212.51 Rupees Six Cum
M-250 and curing complete including the cost of Thousand Two
form work but excluding the cost of reinforcement Hundred Twelve
for reinforced concrete work in Ground & Plinth and Fifty One
BEAMS Paise Only
18 58.00 Providing and laying controlled cement concrete 4781.34 Rupees Four Cum
M.150 and curing complete including the cost of Thousand Seven
formwork and excluding reinforcement for Hundred Eighty
reinforced concrete work in (C) Plinth Slabs One and Thirty
Four Paise Only
19 57.00 Providing and laying controlled cement concrete 6991.22 Rupees Six Cum
M.200 and curing complete including the cost of Thousand Nine
formwork but excluding the cost of reinforcement Hundred Ninety
for reinforced concrete work in (C) GF Slabs One and Twenty
20 50.00 Providing and laying controlled cement concrete 7031.62 Rupees Seven Cum
M.200 and curing complete including the cost of Thousand Thirty
formwork but excluding the cost of reinforcement One and Sixty
for reinforced concrete work in (C) FF Slabs Two Paise Only
21 4.00 Providing and laying controlled cement concrete 7072.02 Rupees Seven Cum
M.200 and curing complete including the cost of Thousand
formwork but excluding the cost of reinforcement Seventy Two and
for reinforced concrete work in (C) SF Slabs Two Paise Only
22 46.00 Providing and laying controlled cement concrete 6079.19 Rupees Six Cum
M.200 and curing complete including the cost of Thousand
formwork but excluding the cost of reinforcement Seventy Nine and
for reinforced concrete work in (C) Ground floor Nineteen Paise
23 43.00 Providing and laying controlled cement concrete 6119.59 Rupees Six Cum
M.200 and curing complete including the cost of Thousand One
formwork but excluding the cost of reinforcement Hundred
for reinforced concrete work in (C) beam for F Nineteen and
Floor Fifty Nine Paise
24 4.00 Providing and laying controlled cement concrete 6159.99 Rupees Six Cum
M.200 and curing complete including the cost of Thousand One
formwork and excluding the cost of Hundred Fifty
reinforcement for reinforced concrete work in (C) Nine and Ninety
beam for S Floor Nine Paise Only
25 5.30 Providing and laying controlled cement concrete 6638.73 Rupees Six Cum
M-200 and curing etc. complete including the cost Thousand Six
of form work and excluding cost of reinforcement Hundred Thirty
for reinforced concrete work in (c) Chhajja for Eight and
Ground floor Seventy Three
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
26 3.20 Providing and laying controlled cement concrete 6679.13 Rupees Six Cum
M-200 and curing etc. complete including the cost Thousand Six
of form work and excluding cost of reinforcement Hundred Seventy
for reinforced concrete work in (c) Chhajja for F Nine and
floor Thirteen Paise
27 0.20 Providing and laying controlled cement concrete 6719.53 Rupees Six Cum
M-200 and curing etc. complete including the cost Thousand Seven
of form work and excluding cost of reinforcement Hundred
for reinforced concrete work in (c) Chhajja for S Nineteen and
floor Fifty Three Paise
28 3.50 Providing and laying controlled cement concrete 8594.09 Rupees Eight Cum
M-200 and curing etc. complete including the cost Thousand Five
of form work and reinforcement for reinforced Hundred Ninety
concrete work in (c) Lintel for Ground floor Four and Nine
29 2.50 Providing and laying controlled cement concrete 8634.49 Rupees Eight Cum
M-200 and curing etc. complete including the cost Thousand Six
of form work and reinforcement for reinforced Hundred Thirty
concrete work in (c) Lintel for First floor Four and Forty
Nine Paise Only
30 0.10 Providing and laying controlled cement concrete 8674.89 Rupees Eight Cum
M-200 and curing etc. complete including the cost Thousand Six
of form work and reinforcement for reinforced Hundred Seventy
concrete work in (c) Lintel for Second floor Four and Eighty
Nine Paise Only
31 5.50 Providing and laying controlled cement concrete 6985.16 Rupees Six Cum
M-200 and curing etc. complete including the cost Thousand Nine
of form work and excluding the cost of Hundred Eighty
reinforcement etc. complete in (E) Stair case up to Five and Sixteen
floor two level for Ground Floor to first floor Paise Only
32 4.00 Providing and laying controlled cement concrete 7025.56 Rupees Seven Cum
M-200 and curing etc. complete including the cost Thousand
of form work and excluding the cost of Twenty Five and
reinforcement etc. complete in (E) Stair case up to Fifty Six Paise
floor two level for First Floor to Second floor Only
33 0.20 Providing and laying controlled cement concrete 5892.34 Rupees Five Cum
M-200 and curing etc. complete including the cost Thousand Eight
of form work and excluding the cost of Hundred Ninety
reinforcement etc. complete in RCC Vertical and Two and Thirty
horizontal wall for GF Four Paise Only
34 2.20 Providing and laying controlled cement concrete 5931.73 Rupees Five Cum
M-200 and curing etc. complete including the cost Thousand Nine
of form work and excluding the cost of Hundred Thirty
reinforcement etc. complete in RCC Vertical and One and Seventy
horizontal wall for FF Three Paise Only
35 11.50 Providing and laying controlled cement concrete 5972.13 Rupees Five Cum
M-200 and curing etc. complete including the cost Thousand Nine
of form work and excluding the cost of Hundred Seventy
reinforcement etc. complete in RCC Vertical and Two and
horizontal wall for SF Thirteen Paise
36 240.00 Providing and fixing rebar of 10 mm diameter 282.80 Rupees Two Nos
using chemical grout of approved brand and Hundred Eighty
equivalent make incl. cost of all equipment, tools, Two and Eighty
material, labour, scaffolding, staging etc. Standard Paise Only
procedure as mentioned in manufacturers
specification shall be strictly followed, which shall
be submitted and got approved from the authority
prior to start work. The rate shall also include cost
of drilling of hole of required diameter and depth
as mentioned in tender / manufacturer's
specification, cleaning the hole with required air
blower and other necessary tools and tackles,
positioning, providing and grouting chemical,
allied fixtures and fasteners etc. excluding cost of
reinforcemet bar etc completed. as directed by the
engineer in charge.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
37 20.00 Making hole in RCC Beam with Core Cutting 1434.20 Rupees One Nos
including of Drilling, Anchoring etc. (Considering Thousand Four
depth upto 14") and Diameter of Hole is 125mm Hundred Thirty
dia. Four and Twenty
38 30.00 Providing and fixing 90cm high Stainless steel 6055.96 Rupees Six Rmt
hand railing having horizontal 1 row of 50 mm dia Thousand Fifty
304 grade (16 Gauge) stainless steel railing pipe Five and Ninety
as hand rail and 3 row of horizontal intermidiate Six Paise Only
rail of 50mm dia 304 grade (16 Gauge) stainless
steel railing pipe with vertical supports 50mm dia.
hollow stainless steel pipes at 0.9mt c/c distance
having threaded screw/ welded and at end
300mm extension beyond railing for which the
measurment will not paid saperatly including
cutting, bending, welding, S.S. dome type caps &
fabrication the structure as per drawing including
finishing etc. complete as per NBC guidline or
instruction of Engineer Incharge.
39 35.00 Providing and fixing 1.20m high Stainless steel 4678.32 Rupees Four Rmt
hand railing having horizontal 1 row of 50 mm dia Thousand Six
304 grade (16 Gauge) stainless steel railing pipe Hundred Seventy
as hand rail and with vertical supports 32 x 32 Eight and Thirty
mm dia. hollow stainless steel pipes at 0.9mt c/c Two Paise Only
distance and intermediate members running
through stainless steel 16 mm dia 304 grade (16
Gauge) hollow pipe having 0.20 cm C/C distance
threaded screw/ welded and at end including
cutting, bending, welding, S.S. Dome Type Cap &
fabrication the structure as per drawing including
finishing etc. complete as per NBC guidline or
instruction of Engineer Incharge.
40 114047.22 Providing T M T. bar reinforcement of Fe- 500D 77.66 Rupees Seventy Kg
for R.C.C. work including bending binding and Seven and Sixty
placing in position etc complete for All floor Six Paise Only
41 46.00 Providing and fixing eco-friendly light weight calcium 1674.15 Rupees One Sqmt
silicate false ceiling tiles having Tegular edge & 15 mm Thousand Six
Thick Densified edges on the Tile Periphery for Extra Hundred Seventy
Strength The Light weight calcium silicate ceiling tiles Four and Fifteen
shall have, light reflection 85% non-combustible as per
B.S. 476 part IV, 100% humidity resistance and also
having thermal conductivity0.043° w/m KC.for the best
thermal Insulation. The Light weight calcium Silicate tile
shall be of approved texture Fine fissured/ Spintone/
Cosmos having NRC value of 0.5 & Globe having NRC
value of 0.75 NRC or equivalent of size 595 X 595 mm to
be laid on true horizontal level suspended inter locking
metal grid of hot dipped galvanized steel sections
(galvanizing @120 grams per sqm including both side)
consisting of main ‘T’ runner suitably spaced at joints to
get required length and size of 24 X 38mm made from
0.30 mm thick (minimum) sheet, 1200mm centre to
centre, and cross ‘T’ of size 24 X 28mm made out of
0.33mm (Minimum) sheet spaced 1200mm along spaced
between main 'T' at 600mm centre to centre to form agrid
of 1200x600mm and size 24x48mm made of 0.30mm
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 dtectors etc.,
wheneveer required, Main 'T' runners to be suspended
from ceiling using G.I. slotted cleats of size 25x35x1.6mm
fixed to ceiling with 12.5mm dia and 50mm long dash
fasterners, 4mm G.I. adjustable rods with galvanized steel
evel clips of size 85x30x0.8mm, spaced at 1200mm center
to centre long main 'T' bottom exposed with 24mm of all
T-sections and also provide additional framePage work: 4 and
suspended G.I. support as required height shall be pre-
painted with polyester baked paint, for all heights, as per
centre, and cross ‘T’ of size 24 X 28mm made out of
0.33mm (Minimum) sheet spaced 1200mm along spaced
between main 'T' at 600mm centre to centre to form agrid
of 1200x600mm and size 24x48mm made of 0.30mm
It. Qty. thick (Minimum) sheet Item ofinterlocked
to be Work at middle of the Estimated Rates Unit Total
No. 1200x600mm panel to form grid of size 600x600mm In Figure In Words Amount
resting on periphery walls/partitions on a perimeter wall
1 2 angle pre-coated steel of size 3 (24x24x3000mm made of 4 5 6
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 dtectors etc.,
wheneveer required, Main 'T' runners to be suspended
from ceiling using G.I. slotted cleats of size 25x35x1.6mm
fixed to ceiling with 12.5mm dia and 50mm long dash
fasterners, 4mm G.I. adjustable rods with galvanized steel
evel clips of size 85x30x0.8mm, spaced at 1200mm center
to centre long main 'T' bottom exposed with 24mm of all
T-sections and also provide additional frame work and
suspended G.I. support as required height shall be pre-
painted with polyester baked paint, for all heights, as per
specifications, drawings and as directed by engineer-in-
charge. Note:- Only calcium silicate false ceiling area will
be measured from wall to wall. No deducation shall be
made for exposed frames/opening (cut outs) having area
less than 0.30sqm. The calcium silicate ceiling tiles shall
fissured/Spintone/Cosmos and 0.75 NRC for Globe, 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
42 70.00 Brick work using common burnt clay building 4121.55 Rupees Four Cum
bricks having crushing strength not less than 35 Thousand One
kg./Sq.Cm. in foundation and plinth in Cement Hundred Twenty
Mortar 1:6 (1- Cement : 6 -fine sand)(B) One and Fifty
Conventional Five Paise Only
43 195.00 Brick work using common burnt clay building 4403.40 Rupees Four Cum
bricks having crushing strength not less than 35 Thousand Four
kg./Sq.Cm in super structure above plinth level Hundred Three
upto floor two level in cement mortar 1:6 and Forty Paise
(1cement : 6 fine sand)B) Conventional {Ground Only
44 89.00 Brick work using common bricks having crushing 4444.59 Rupees Four Cum
strength not less than 35 kg/sq.cm. in super Thousand Four
structure above plinth level upto floor two level in Hundred Forty
cement mortar 1:6 (1cement : 6 fine sand) B) Four and Fifty
Conventional {First FLoor} Nine Paise Only
45 10.20 Brick work using common bricks having crushing 4485.77 Rupees Four Cum
strength not less than 35 kg/sq.cm. in super Thousand Four
structure above plinth level upto floor two level in Hundred Eighty
cement mortar 1:6 (1cement : 6 fine sand) B) Five and Seventy
Conventional {Second FLoor} Seven Paise Only
46 242.00 Half brick masonry in common bricks having 669.50 Rupees Six Sqm
crushing strength not less than 35 Kg/Sm. In C.M Hundred Sixty
1:4( 1cement : 4 coarse sand) in super structure. Nine and Fifty
for ground floor & plinth (B) Conventional Paise Only
47 83.00 Half brick masonry in common bricks having 675.65 Rupees Six Sqm
crushing strength not less than 35Kg/Sm. In C.M Hundred Seventy
1:4( 1cement : 4 coarse sand) in super structure. Five and Sixty
for Frist floor. (B) Conventional Five Paise Only
48 1322.00 Providing 20 mm thick double coat mala cement 279.11 Rupees Two Sqm
plaster on interior brick / concrete work for Hundred Seventy
plastering comprising of base coat of 12 mm thick Nine and Eleven
cement plaster in cement mortar (1 Cement : 4 Paise Only
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. For Ground floor
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
49 1121.00 Providing 20 mm thick double coat mala cement 306.50 Rupees Three Sqm
plaster on interior brick / concrete work for Hundred Six and
plastering comprising of base coat of 12 mm thick Fifty Paise Only
cement plaster in cement mortar (1 Cement :
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.. For First floor
50 62.00 Providing 20 mm thick double coat mala cement 333.90 Rupees Three Sqm
plaster on interior brick / concrete work for Hundred Thirty
plastering comprising of base coat of 12 mm thick Three and Ninety
cement plaster in cement mortar (1 Cement : 4 Paise Only
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.. For Second floor
51 447.00 Providing 10mm thick cement plaster in single 219.96 Rupees Two Sqm
coat on ceilling brick/concrete walls for interior Hundred
plastering upto floor two level and floating coat of Nineteen and
neat cement slurry. in (i)Cement mortar 1:3 (1- Ninety Six Paise
cement:3-sand). Ground Floor Only
52 329.00 Providing 10mm thick cement plaster in single 243.94 Rupees Two Sqm
coat on ceilling brick/concrete walls for interior Hundred Forty
plastering upto floor two level and floating coat of Three and Ninety
neat cement slurry. in (i)Cement mortar 1:3 (1- Four Paise Only
cement:3-sand). G.First Floor
53 21.40 Providing 10mm thick cement plaster in single 267.91 Rupees Two Sqm
coat on ceilling brick/concrete walls for interior Hundred Sixty
plastering upto floor two level and floating coat of Seven and Ninety
neat cement slurry. in (i)Cement mortar 1:3 (1- One Paise Only
cement:3-sand).Second Floor
54 1668.00 20 mm Thick sand faced gutka cement plaster on 337.52 Rupees Three Sqm
walls upto height 10 meters above ground level Hundred Thirty
consisting of 12 mm Thick backing coat of c.m. 1:3 Seven and Fifty
(1 cement : 3 sand) and 8 mm Thick finishing coat Two Paise Only
of c.m. 1:1 (1 cement : 1 sand) including 1cm x
1cm grooves as per directed complete.
55 79.00 Providing throating or plaster drip and moulding 42.70 Rupees Forty Rmt
to R.C.C. Chhajja. Two and Seventy
56 2254.20 Providing 12mm wide groove/notch in plaster 15.15 Rupees Fifteen Rmt
including finishing the same etc.complete for all and Fifteen Paise
57 95.28 Providing & Fixing the Chiken wire mesh (16 x 24) 203.90 Rupees Two smt
of approved size applying between the RCC and Hundred Three
masonry junction in proper line, level and plumb and Ninety Paise
with all material, labour, tools, tackles and Only
equipment including fixing the jali with nails, etc
complete as directed by the Engineer-in-charge.
58 3253.00 Applying two coats of Birla or Asian acrylic lapy 40.59 Rupees Forty Sqm
(putty) & two coats of primer of approved brand and Fifty Nine
and manufacture on new wall surface to give an Paise Only
even shade including thoroughly brushing the
surface free from mortar dropping and other
foreign matter and sand papered smooth.
59 2609.00 Wall painting (two coats) with plastic emulsion 80.87 Rupees Eighty Sqm
paint of approved brand and manufacture on and Eighty Seven
undecorated wall surface to give an even shade Paise Only
including throughly brushing the surface free
from mortar droppings and other foreign matter
and sand papered smooth.
60 748.00 Painting (two coats) with plastic emulsion paint of 86.42 Rupees Eighty Sqm
approved brand and manufacture on undecorated Six and Forty
ceiling surface to give an even shade including Two Paise Only
throughly brushing the surface free from mortar
droppings and other foreign matter and sand
papered smooth.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
61 1725.78 Finishing wall with weather proof exterior 100% 117.40 Rupees One Sqm
acrylic emulsion paint of standard company like Hundred
ASIAN, NEROLAC OR ICI on wall surface (two Seventeen and
coats) to give an required shape even shade after Forty Paise Only
thoroughly brushing the surface to remove all dirt,
and remains of loose powdered materials.etc
62 5.50 Providing and laying controlled cement concrete 5695.39 Rupees Five Cum
M-200 for RCC work and curing complete Thousand Six
including the cost of form work but excluding the Hundred Ninety
cost of reinforced concrete work in coping on GF Five and Thirty
Nine Paise Only
63 1.00 Providing and laying controlled cement concrete 5735.79 Rupees Five Cum
M-200 for RCC work and curing complete Thousand Seven
including the cost of form work but excluding the Hundred Thirty
cost of reinforced concrete work in coping on FF Five and Seventy
Nine Paise Only
64 3.80 Providing and laying controlled cement concrete 5776.19 Rupees Five Cum
M-200 for RCC work and curing complete Thousand Seven
including the cost of form work but excluding the Hundred Seventy
cost of reinforced concrete work in coping on SF Six and Nineteen
65 268.60 Providing and fixing pre-cast Rubber Dye / steel 704.07 Rupees Seven Sqm
Dye inter locking concrete block 60mm thick with Hundred Four
grade of concrete M300 pnumatic compressed / and Seven Paise
vibrated mechanically and as per approved design Only
Confirming to IS 15658 : 2006 including 35 mm
Sand layer for levelling and filling the joint with
sand in proper line and level as per guidlines of
IRC : SP 63-2018 etc. Complete.
66 10000.00 Providing erecting and fixing double coated 3.95 Rupees Three Litre
Syntex PVC. (ISI) water tank of required capacity and Ninety Five
each with all necessary fittings and connection etc. Paise Only
complete on terrace.
67 100.00 Providing laying and jointing in true line and level 195.67 Rupees One Rmt
50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water Hundred Ninety
including fittings make PRINCE / SUPREME / Five and Sixty
ASTRAL / FINOLEX or equivalent as approved by Seven Paise Only
Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or
shall be concelled as directed including necessary
fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including
cost of all materials.
68 30.00 Providing laying and jointing in true line and level 148.12 Rupees One Rmt
40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water Hundred Forty
including fittings make PRINCE / SUPREME / Eight and Twelve
ASTRAL / FINOLEX or equivalent as approved by Paise Only
Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or
shall be concelled as directed including necessary
fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including
cost of all materials.
69 56.00 Providing laying and jointing in true line and level 91.84 Rupees Ninety Rmt
25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water One and Eighty
including fittings make PRINCE / SUPREME / Four Paise Only
ASTRAL / FINOLEX or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or
shall be concelled as directed including necessary
fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including
cost of all materials.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
70 54.00 Providing laying and jointing in true line and level 72.65 Rupees Seventy Rmt
15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water Two and Sixty
including fittings make PRINCE / SUPREME / Five Paise Only
ASTRAL / FINOLEX or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or
shall be concelled as directed including necessary
fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including
cost of all materials.
71 50.00 Providing, laying and jointing in true line and level 834.38 Rupees Eight Rmt
160 diametre U.P.V.C (Type B) conforming to IS Hundred Thirty
13592-1992 with one end plain and other end Four and Thirty
socketed with rubber ring, & fittings conforming Eight Paise Only
to ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 160 mm
diametre x 210 mm length x 196 mm heigh at
every 2000 mm center to center or shall be
concealed in walls as directed including necessary
fittings such as bends, shoes etc. including testing
of pipes and joints and jointed with adhesive
solvent cement including cost of all materials.
72 76.00 Providing laying (to level or slopes) and jointing 678.01 Rupees Six Rmt
reinforced concrete Light duty non-pressure pipes Hundred Seventy
I.S. class NP2 of the following internal diameter Eight and One
with collars and butt ends prepared for collar Paise Only
joints including testing of joints complete.(D)
73 80.00 Providing, laying and jointing in true line and level 856.03 Rupees Eight Rmt
110 diametre U.P.V.C SWR (Type B) conforming to Hundred Fifty Six
IS 13592-1992 with one end plain and other end and Three Paise
socketed with rubber ring, & fittings conforming Only
to ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 110 mm
diametre x 149 mm length x 145 mm heigh at
every 2000 mm center to center or shall be
concealed in walls as directed including necessary
fittings such as bends, shoes etc. including testing
of pipes and joints and jointed with adhesive
solvent cement including cost of all materials.
74 45.00 Providing laying and jointing in true line and level 735.34 Rupees Seven Rmt
UPVC SWR pipe Type B pipe confirming to IS Hundred Thirty
13592 -1992 with one end plain and other end Five and Thirty
socketed with rubbering & fitting confirming to ISI Four Paise Only
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 160mm
diameter x 210mm lenght x 196mm high at every
2000mm center to center or shall be concealed in
wall as directed including necessary fitting such as
bends,shoes etc. including testing of pipe and
joints and jointed with adhesive solvent cement
Providing cost of all materials.75
Special type mm Dia System 177.76
75 45.00 & Fixing Clamping Rupees One Nos
made out from C-Patti, Z-Patti, L-Clamp, U-Clamp Hundred Seventy
with Nut/bolt and Washers as suitable Seven and
arrangement for water supply and plumbing Seventy Six Paise
systems like Drainage line, Rainwater line & Only
supply line for Hot and Cold water etc line fixing
from GF to Terrace Floor as per site condition for
fixing etc. comp. For 110 mm dia pipe
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
76 25.00 Providing & Fixing Special type Clamping System 160.59 Rupees One Nos
made out from C-Patti, Z-Patti, L-Clamp, U-Clamp Hundred Sixty
with Nut/bolt and Wahers as suitable and Fifty Nine
arrangement for water supply and plumbing Paise Only
systems like Drainage line, Rainwater line &
supply line for Hot and Cold water etc line fixing
from GF to Terrace Floor as per site condition for
fixing etc comp. For 75 mm dia pipe
77 56.00 Providing and fixing concealed center point to 253.82 Rupees Two Rmt
wall ceiling & floor CPVC (SDR 13.5) PIPE having Hundred Fifty
National Sanitation Foundation (NSF) seal for Three and Eighty
potable water of following dia. nominal bore tube Two Paise Only
fittings and clamps including making good the
wall, ceiling and floor etc. complete. [C] 25 mm.
78 54.00 Providing and fixing concealed center point to 170.36 Rupees One Rmt
wall ceiling & floor CPVC (SDR 13.5) PIPE having Hundred Seventy
National Sanitation Foundation (NSF) seal for and Thirty Six
potable water of following dia. nominal bore tube Paise Only
fittings and clamps including making good the
wall, ceiling and floor etc. complete.[A] 15 mm.
79 3.00 Providing and fixing in PVC SWR cowel went 393.04 Rupees Three Nos
75mm dia to pipes.(B) 75mm dia. Hundred Ninety
80 4.00 Providing and fixing in PVC SWR cowel went 505.17 Rupees Five Nos
110mm dia to pipes.(B) 110mm dia. Hundred Five
81 27.00 Providing and fixing PVC SWR Nahni trap IS 585.37 Rupees Five Nos
14735 for drain - 100 mm diameter with jali of the Hundred Eighty
following nominal diameter of self cleansing Five and Thirty
design with C.I scread down or hinged grating Seven Paise Only
including the cost of cutting and making good the
82 12.00 Providing and fixing wash down water closet 3035.05 Rupees Three Nos
(European type W C pan) with integral P and S Thousand Thirty
trap including jointing the trap with soil pipe in Five and Five
cement mortar 1:1 (1 cement five sand) including Paise Only
providing and fixing plastic seat cover for wash
down WC with CP brass hinges and rubber buffers
back plastic seat and including providing and
fixing PVC flushing tank complete fitting such as
lead valve siphon 15 mm dia brass ball valve with
polythene float CP brass handle unions and
couplings for connection with inlet out let and
over flow pipes 40 mm dia porcelain enameled
flush bend including cutting holes in walls and
making good the same connection the flush bend
with cistern and closet vitreous china.
{Hindustan, Cera, Parryware or equivalent
squatting} orissa 1614.99
83 1.00 Provision and fixing water closet Rupees One Nos
type W.C. pan size 580mm integral footrest and Thousand Six
100 mm P or S trap and in cluding 25 mm dia CP Hundred
brass flush valve and GI inlet connection etc. Fourteen and
comp. (A) Vitreous china long pattern white or Ninety Nine
color {Hindustan, Cera, Parryware or equivalent } Paise Only
84 5.00 Providing and fixing brass screw down stop 205.83 Rupees Two Nos
tap.(A) 15mm dia. Hundred Five
and Eighty Three
85 4.00 Providing and fixing ball cock of approved. quality 189.84 Rupees One Nos
as directed.(A) Copper Metal (ii) 50mm dia. Hundred Eighty
Nine and Eighty
Four Paise Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
86 5.00 Providing and fixing washbasin with single hole 1965.46 Rupees One Nos
for pillar tap with C.I. or M.S. brackets painted Thousand Nine
white including cutting holes and making good the Hundred Sixty
same including Brass waste, and M I fisher union Five and Forty
fittings including pvc connection pillertap and Six Paise Only
waste pipe & all necessary fittings For All Floor
(A) Vitreous China:(ii) Flat Back washbasin
mm x v 400mm size. (i) In white colour
87 4.00 Providing and fixing Gun metal check or non- 420.63 Rupees Four Nos
return fullway wheel valve (A) 25mm dia. Hundred Twenty
and Sixty Three
88 3.00 Providing and fixing Gun metal check or non- 663.43 Rupees Six Nos
return fullway wheel valve (A) 40mm dia. Hundred Sixty
Three and Forty
Three Paise Only
89 6.00 Providing and fixing 600mm x 450mm bevelled 854.58 Rupees Eight Nos
edge mirrror of superior glass mounted on 6mm Hundred Fifty
thick A.C. sheet or plywood sheet and fixing to Four and Fifty
wooden pluge with C.P. brass screws and washers. Eight Paise Only
90 11.00 Providing and fixing C.P. brass towel rail comlete 616.42 Rupees Six Nos
with C.P. brass brackets fixed to wooden plugs Hundred Sixteen
with C.P. brass scews (B) 600mm x 20mm size. and Forty Two
91 27.00 Providing and fixing screw down bib taps of 186.83 Rupees One Nos
following size.(A) Brass screw down bib tap Hundred Eighty
polished bright. (i) 15mm dia. Six and Eighty
Three Paise Only
92 1.00 Grab bar " L" shape of approved brand and 9241.50 Rupees Nine Nos
quality equivelent as directed by engineer in Thousand Two
charge. Hundred Forty
93 1.00 Providing and fixing Grab rail 600 mm of 6928.60 Rupees Six Nos
approved brand and quality equivelent as directed Thousand Nine
by engineer in charge. Hundred Twenty
Eight and Sixty
94 1.00 Providing and fixing Grab bar folding of approved 17119.50 Rupees Nos
brand and quality equivelent as directed by Seventeen
engineer in charge Thousand One
Fifty Paise Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
95 1.00 Providing and fixing Flush lever of approved 1833.15 Rupees One Nos
brand and quality or equivelent as per directed in Thousand Eight
charge. Hundred Thirty
Fifteen Paise Only
96 6.00 Providing and fixing S.W. gully trap with C.I. 1246.92 Rupees One Nos
grating brick masonry chamber and water tight Thousand Two
C.I. cover with frame of 300mm x 300mm size Hundred Forty
(inside) with standard weight (i) Square mouth Six and Ninety
traps (B) 150mm x 100mm size P or R type Two Paise Only
97 5.00 Constructing brick masonry chamber for 3172.41 Rupees Three Nos
underground C.I. Inspection chamber and bends Thousand One
with bricks having crushing strength not less than Hundred Seventy
35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x Two and Forty
610mm intenal dimensions with frame (R.C.C. top One Paise Only
slabe with 1:2:4 mix (1-cement :2- coarse sand :4-
graded stone aggregate 20mm size) foundation
concrete 1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls and bed concrete etc.
complete (i) Inside dimensions 455mmx 610mm
and 450mm deep for single pipe line. (more than
98 3.00 Constructing brick masonry chamber for 3883.45 Rupees Three Nos
underground C.I. Inspection chamber and bends Thousand Eight
with bricks having crushing strength not less than Hundred Eighty
35Kg. Cm2 in C.M. 1:5 precast RCC cover 500mm x Three and Forty
710mm intenal dimensions with frame (R.C.C. top Five Paise Only
slabe with 1:2:4 mix (1-cement :2- coarse sand :4-
graded stone aggregate 20mm size) foundation
concrete 1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls and bed concrete etc.
complete (i) Inside dimensions 500mmx 700mm
and 450mm deep for single pipe line.
99 5.00 Extra over items for every additional depth of 727.17 Rupees Seven Nos
0.3M. of part thereof beyond 450mm depth for Hundred Twenty
Brick masonry chamber.(i) for 455mm x 610mm Seven and
size. 3*239.99=719.97 Seventeen Paise
100 3.00 Extra over items for every additional depth of 794.59 Rupees Seven Nos
0.3M. of part thereof beyond 450mm depth for Hundred Ninety
Brick masonry cham ber.(i) for 500mm x 700mm Four and Fifty
size. 3*262.24=786.72 Nine Paise Only
101 88.00 Providing cement vata (10cm x 10cm size) quarter 24.28 Rupees Twenty Rmt
round in cement mortar 1:1 including neat cement Four and Twenty
finishing watering etc. Complete Eight Paise Only
102 1.00 Providing and fixing Urinal of approved quality 1062.18 Rupees One Nos
including connection with trap and with integral Thousand Sixty
longitudinal flush pipe.(A) flat back white Two and
earthenware 550mm x 300mm. Eighteen Paise
103 50.00 Providing and fixing polished 18 mm thick black 4027.88 Rupees Four sqmt
granite with full round edge and double side Thousand
polished of approved quality in between urinal or Twenty Seven
any required and fixing with cement slurry & and Eighty Eight
adhesive including moulding of both exposed Paise Only
edges as directed by engineering in charge etc.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
104 7.00 Constructing Sand witch platfrom using 18 mm 5511.57 Rupees Five sqmt
thick Polished Black Granite at top and 25 mm Thousand Five
thick kota slab using C.M. 1:3 for sandwich and Hundred Eleven
fitting at bottom & edges with water proof rigid and Fifty Seven
adhesive including making necessary grooves in Paise Only
walls with vertical kota stone 30mm x 2 Nos.
Sandwitch thick every 60cm centre to centre
including all labour & material of approved quality
including full moulded round front edge fixed in
wall for partition and jointed with grey cement
slurry including rubbing, polishing & cutting holes
for fixing kitchen sink etc. complete as directed by
Engineer in charge for all floors.
105 122.00 Providing & Laying machine cut free edges with 3827.90 Rupees Three Smt
round moulded machine polished 16 to 18 mm Thousand Eight
thick Granite tred & riser in single piece (Max. Hundred Twenty
1.5m) in flooring and in Skirting with required Seven and Ninety
pattern as directed over 20 mm (average) thick Paise Only
base of cement mortar 1:6 (1 cement : 6 coarse
sand) finished with flush pointing and jointed with
white cement slurry mixed pigment to match with
shade of stone polishing and having anti skid
grooves etc complete.
106 56.00 Providing and laying 60x60 cm. hand dress 1152.64 Rupees One Smt
polished Blue Kota stone slab flooring over 20mm Thousand One
(Average) thick base of cement mortar 1:6 (1- Hundred Fifty
cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime Two and Sixty
putty :1.5 - coarse sand) laid over and jointed with Four Paise Only
grey cement slurry mixed with pigment to match
the shade of slab including rubbing and polishing
etc. complete. (A) 25mm thick
107 8.00 Providing and laying 60x60 cm. hand dress 1301.02 Rupees One Smt
polished Blue Kota stone slab 25mm thick in risers Thousand Three
of steps,skirting Dedo and pillars laid on 10mm Hundred One
thick cement mortar 1:3 (1-Cement : 3 coarse and Two Paise
sand) and jointed with gray cement slury mixed Only
with pigment to match the shade of slab including
rubbing and polishing etc. complete.
108 277.00 P & L 60x60 cm' antiskide soluble salt/Pvt full 1697.31 Rupees One Smt
body vitrified 8 mm thick tile flooring over 20 mm Thousand Six
(average)base of cement mortar 1:6 (1cement : 6 Hundred Ninety
coarse sand)on new surface or fixing on existing Seven and Thirty
flooring by adhesive materials including One Paise Only
dismentalig of existing flooring and jointed with
colour cement slurry including finished with flush
pointing & cleaning the surface etc. complete for
antiskit Grouting the joints of flooring tiles having
joints of 3 mm width, using epoxy grout mix of
0.70 kg of organic coated filler of desired shade
(0.10 kg of hardener and 0.20 kg of resin per kg),
including filling / grouting and finishing complete
as per direction of Engineer-in-charge.
109 25.00 P & L 60x60 cm' anti skid soluble salt vitrified 8 1434.51 Rupees One Smt
mm thick tile in risers of steps,skirting Dedo and Thousand Four
pillars laid on 10mm thick cement mortar 1:3 (1- Hundred Thirty
Cement : 3 coarse sand) and jointed with colour Four and Fifty
cement slury mixed with pigment to match the One Paise Only
shade etc. complete for antiskit Grouting the joints
of flooring tiles having joints of 3 mm width, using
epoxy grout mix of 0.70 kg of organic coated filler
of desired shade (0.10 kg of hardener and 0.20 kg
of resin per kg), including filling / grouting and
finishing complete as per direction of Engineer-in-
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
110 171.00 P & L 60x60 cm' antiskide full body vitrified 8 mm 1697.31 Rupees One Smt
thick tile flooring ( 10 to 15% second colour) over Thousand Six
20 mm (average)base of cement mortar 1:6 Hundred Ninety
(1cement : 6 coarse sand)on new surface or fixing Seven and Thirty
on existing flooring by adhesive materials One Paise Only
including dismentalig of existing flooring and
jointed with colour cement slurry including
finished with flush pointing & cleaning the surface
etc. complete for antiskit Grouting the joints of
flooring tiles having joints of 3 mm width, using
epoxy grout mix of 0.70 kg of organic coated filler
of desired shade (0.10 kg of hardener and 0.20 kg
of resin per kg), including filling / grouting and
finishing complete as per direction of Engineer-in-
charge. 1434.51
111 15.00 P & L 60x60 cm' antiskide full body vitrified 8 mm Rupees One Smt
thick tile ( 10 to 15% second colour) vitrified 8 Thousand Four
mm thick tile in risers of steps,skirting Dedo and Hundred Thirty
pillars laid on 10mm thick cement mortar 1:3 (1- Four and Fifty
Cement : 3 coarse sand) and jointed with colour One Paise Only
cement slury mixed with pigment to match the
shade etc. complete for antiskit Grouting the joints
of flooring tiles having joints of 3 mm width, using
epoxy grout mix of 0.70 kg of organic coated filler
of desired shade (0.10 kg of hardener and 0.20 kg
of resin per kg), including filling / grouting and
finishing complete as per direction of Engineer-in-
112 173.00 Providing and laying 60cm x 60cm Anti skid 983.20 Rupees Nine smt
porclelain / Ceramic tiles 6mm thick in flooring Hundred Eighty
with glaze tiels dedo & treads of steps and landing Three and
laid on a bed of 12mm thick cement mortar 1:3 (1- Twenty Paise
cement : 3-coarse sand) finishing with flush Only
pointing in white cement.
113 183.00 Providing and laying 30x30cm Anti skide ceramic 1477.25 Rupees One Smt
tile flooring with 30x60 cm in skirting, risers of Thousand Four
steps and dedo on 10 mm. thick cement plaster Hundred Seventy
1:3 (1 cement : 3 coarse sand) & jointed with Seven and
white cement slurry. Twenty Five
114 142.00 Providing and Fixing Machine Cut, Free edges, 3777.40 Rupees Three Smt
machine mirror polished Granite stone slab 18 Thousand Seven
mm thick (Single piece not more than 240 cm) for Hundred Seventy
Doors/Windows Sill and Jambs clading as per Seven and Forty
design including shade with all exposed edges Paise Only
polished chamred and projected 6mm from
finished wall thickness fixing Rear face of granite
shall be sanded using clean sand sieve No.10
passed 2mm fixed with aradite and fried for at
least 36 Hr and laid on 20 mm thick cement
mortar 1:6 (1-Cement : 6- Coarse Sand) jointed
with grey cement slurry incld. rubbing, polishing
finishing and insertings nails etc. complete.
115 470.00 Providing and laying broken chine mosaic flooring 765.97 Rupees Seven Sqmt
for terrace using 12 mm to 20 mm broken pieces Hundred Sixty
of glazed tiles to be laid over cement mortar 1:3 to Five and Ninety
plain or slope and to be tempered to bring mortar Seven Paise Only
creme out upto surface using white cement
including rounding off junctions and extending
them upto 15 cm along the wall,clearing with
water and oxalic acid etc. as directed.
116 442.00 Providing and laying cement concrete flooring 340.78 Rupees Three Smt
1:2:4 (1-cement : 2-coarse sand : 4-graded stone Hundred Forty
aggregate 20mm nominal size) laid in one layer and Seventy
and finished with a floating coat of neat cement. Eight Paise Only
(A) 50mm thick.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
117 9.00 Providing and fixing window having extruded 1583.95 Rupees One Sqm
aluminum Colour anodized section frame main Thousand Five
outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Hundred Eighty
Kg/mt , horizontal Three track member size Three and Ninety
92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , Five Paise Only
vertical member of size 92mm x 31.75mm x
1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of
horizontal member size 40 mmx18mm x1.29mm
@ wt.of 0.456 Kg/mt, vertical member of size
with 5 mm thick transparent bronze colour tinted
float glass with powder coated aluminum fittings
and fixtures and transparent silicon sealant glass
fixing to frame as per details etc
118 14.00 Providing and fixing window having extruded 1713.70 Rupees One Sqm
aluminum Colour anodized section frame main Thousand Seven
outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg Hundred
/ Rmt, horizontal two track member size 61.85 Thirteen and
mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, Seventy Paise
vertical member of size 61.85 mm x 31.75mm x Only
1.30 mm @ wt.of 0.659 Kg/mt with sliding
shutters of horizontal member size 40mm x 18mm
x 1.29mm @ wt.of 0.456Kg/mt, vertical member
of size 40mm x 18mm x 1.29mm @ wt.of
0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick
transparent bronze colour tinted float glass with
powder coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame as
per details etc complete for window
119 68.00 Providing and fixing Hollow Z section Aluminium 3678.42 Rupees Three Sqm
opnable Double shutter window frame size Thousand Six
42mmx31mmx1.6mm and Mulliun for casement Hundred Seventy
window section size 46.20mmx42mmx1.6mm and Eight and Forty
shutter section size of size 42 mm x 31.20 mm x Two Paise Only
1.6 mm Standard extruded colour anodised
alluminium section casement window frame
equivalent to jindal series-B section
Nos.20558,20559,20560 & 19391 including 5mm
thick transparent tinted float glass with
transparent silicon sealant with alluminium
power coated fitting as per approved sample and
as directed by engineer in charge.
120 8.00 Providing & Fixing in position standard extruded 4013.74 Rupees Four Sqm
approved colour anodised Aluminum Ventilator Thousand
Size 0.60x0.60 m with outer frame 63.50 x 38.10 x Thirteen and
1.95 mm (of Jindal Section No.4605,@ Wt 1.094 Seventy Four
kg/Rmt ) with 3mm thick bajari figured glass Paise Only
louvers and with std make of exusht fan . as shown
in elevation with required fixed glass for as per
detailed drawing as directed. For Ventilators V1
121 6.00 Providing and fixing Entrance wooden hollow two 5906.48 Rupees Five Sqm
flush door shutter made from teak wood frame Thousand Nine
5cm x 15cm and 6 no. 5cm x 5cm horizontal rail Hundred Six and
and vertical rail cover with both side water proof Forty Eight Paise
ply wood of 6mm thick with 1mm thick lamination Only
on both side including requires teakwood batten
of one coat of primer & two coats of enamel paints
on frame & edges, design of which is to be
approved by the architect ,also added Door shall
be providing with floor spring pivoted and 30cm
long stainless steel handle and necessary Locking
system of Godrej, fixtures & fastenings etc.
directed by engineer in charge.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
122 21.00 Providing & fixing Double shutter Door having 5050.00 Rupees Five Sqm
Anodized Aluminium Section Frame Equivalent to Thousand Fifty
Zindal Door Section No. 19552- weight not less Only
than 1.1 kg./Mt. with wooden inserts for Durable
Grip of Door Hinges ( Frame size 38mm x
mm x ) with fixde by zinc coated Hinges with
pivoted Double shutters of factory made and
mm thick solid core finished with 1mm thick
Lamination on both side and 12mm thick T.W.
Edge beading with S.S. handle, S.S. AlDrop, Door
Stopper, S.S. Door Hinges and other S.S. Fixture &
fastenings as directed by Architect etc complete
123 52.00 Providing & fixing singal shutter Door having 5291.39 Rupees Five Sqm
Anodized Aluminium Section Frame Equivalent to Thousand Two
Zindal Door Section No. 19552- weight not less Hundred Ninety
than 1.1 kg./Mt. with wooden inserts for Durable One and Thirty
Grip of Door Hinges ( Frame size 38mm x 63.5 Nine Paise Only
mm x ) with fixde by zinc coated Hinges with
pivoted Double shutters of factory made and
mm thick solid core finished with 1mm thick
Lamination on both side and 12mm thick T.W.
Edge beading with S.S. handle, S.S. AlDrop, Door
Stopper, S.S. Door Hinges and other S.S. Fixture &
fastenings as directed by Architect etc complete
124 27.30 Providing and fixing FRP frame size 100x50mm 2377.76 Rupees Two Sqm
and 28mm thick FRP shutter with 3.2mm High Thousand Three
dencified moulded wood fiber skin grain raised Hundred Seventy
panneled design finish single or double shutter Seven and
having extra reinforcement on sides & edges in Gel Seventy Six Paise
coat finish. The core of the shutter & frame is to be Only
filed up with injected polyurethene foam done in
situ along with embedded wooden pieces for
stiffening & also taking hinges & fintures. The
whole FRP frame & shutter is to be water proof
weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S hinges
with fastener sleeve & alluminium fixtures &
fastenings. 110.09
125 2224.00 Providinfg and fixing Safty grills of required Rupees One Kg
pattern for windows/ Door using necessary M.S Hundred Ten
angle/ M.S pipe, M.S flats and other structural and Nine Paise
steel at required spacing including cutting, Only
welding and fabriction etc. including one coat of
primer of approved quality and two coats of oil
painting as per detail drawing etc complete.
126 5.50 Filling in foundation and plinth with brick Bats 615.57 Rupees Six Cumt
Chhara in layers of 20cm. thickness including Hundred Fifteen
watering, remming and consolidating etc. and Fifty Seven
complete. Paise Only
127 21.28 Providing 20 mm thick waterproof cement plaster 336.33 Rupees Three smt
fo sunk in single coat on brick/concrete walls for Hundred Thirty
interior plastering finished even and smooth in Six and Thirty
cement mortar 1:3 (1 cement : 3 sand) and mixing Three Paise Only
water proofing materials of approved brand and
manufacture in C.M. in proportion recommnded
by the manufacture and finished with a floating
coat of neat cement slurry for all floor.
128 500.00 Steel work, riveted in built up sections framed 107.06 Rupees One Kg
work including cutting, hoisting, fixing in position Hundred Seven
and applying a priming coat of read lead paint. (A) and Six Paise
In beams and joists, channels angles Tees, flats, Only
with connecting plates or angle cleats as in main
and cross beams. Hip and jack rafters, purlins
conneted to common rafters and the like.
129 50.00 Providing and fixing in position 300 mm high, 150 707.00 Rupees Seven Nos
mm wide English /Gujarati letter made from 1.0 Hundred Seven
mm thick stainless sheet as directed by Engineer- Only
in-charge with all necessary tools & plants etc.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
130 100.00 Writing letter or figures on any surface with black 6.86 Rupees Six and Nos
japan paint or thick white paint (stops,comas, Eighty Six Paise
hyphens and the like not to be measured and paid Only
for separately) (ii) Indian or block
(Letters/Figures)
131 24.00 Providing & fixing machine Cut Leather polished 3339.06 Rupees Three sqmt
finished 18mm to 20mm thick Black granite in Thousand Three
singal piece (max.150) for flooring in chevrone Hundred Thirty
pattern as per design of 10cm width with 10mm Nine and Six
groove over 20mm (avrage) thick base of cement Paise Only
mortar 1:3 (1cement:3 coars sand) finishied with
flush pointing and jointed with grey cement filled
with (Cm 1:1) (1cement:1fine sand) to match with
shade of stone Leather polish complete)
132 6.42 Providing and fixing 0.75 meter wide sand which 8335.53 Rupees Eight sqmt
type counter platform ceramic wash basin Thousand Three
(600x400)mm with required M.I. fisher union, Hundred Thirty
C.P. brass waste, Ruber plug , pillar tap including Five and Fifty
supplying and fixing granite stone of Z black or Three Paise Only
equivalant quality 18 mm thick mirror polished
on top and side posiition and vertical strip at front
with cement slurry & adhesive , moulding of both
exposed edges over 25 mm thick kotah stone
platform fixing in top and sides and itermediates
supports fixing cement mortar and adhesive and
finishing all material and labour and assessories
133 5.00 Providing and fixing in position collapsible steel 3690.84 Rupees Three sqmt
shutters with vertical channel 20 x 10x 2 mm Thousand Six
braced with flat iron diagonals 20 x 5 mm size Hundred Ninety
with top and bottom rails of T_rin 40 x 40 x 6 mm and Eighty Four
with 38 mm dia, steel pulleys complete with bolts, Paise Only
nuts, locking arrangements, stoppers, handles
including applying priming coat of red lead
paint(up to 10 ton) including All steel parts
surfaces will be painted with one primer & two
coats of enamel paints.
134 30.00 Providing and Fixing Signages (Acrylic Name 353.50 Rupees Three Nos
Plates) having size of 315 x 200 x 5 mm thick Hundred Fifty
displaying Names of Offices, Room, Toilet, Passage Three and Fifty
etc. having fonts, colour as directed by the Paise Only
Engineer in Charge.
135 47.00 Providing & fixing of conspectus tape 50mm width 75.75 Rupees Seventy Rmt
on of treads in staircase including cutting pasting Five and Seventy
etc. As per harmonised guidelines complete in all Five Paise Only
respect to the entire satisfaction of engineer in
136 114.00 Excavation for foundation upto 1.50mt. Depth 208.93 Rupees Two Cu.M.
including sorting out and stacking of useful Hundred Eight
materials and disposing off the excavated stuff and Ninety Three
upto 50m. Lead (A) loose or soft soil Paise Only
137 110.00 Providing and fixing to wall, ceiling and floor 10.0 339.05 Rupees Three Rmt
Kg f/cm2 working pressure polyethylene pipes of Hundred Thirty
the following outside dia. Low density, complete Nine and Five
with special flange compression type fittings wall Paise Only
clamps etc. including making good the wall, ceiling
and floor. (G) 110 mm dia.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
138 20.00 Providing, laying and jointing in true line and level 1106.96 Rupees One Rmt
160 mm diametre U.P.V.C (Type B) conforming to Thousand One
IS 13592-1992 with one end plain and other end Hundred Six and
socketed with rubber ring, & fittings conforming Ninety Six Paise
to ISI 14735-1999 of approved make for drainage Only
system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 160 mm
diametre x 149 mm length x 145 mm heigh at
every 2000 mm center to center or shall be
concealed in walls as directed including necessary
fittings such as bends, shoes etc. including testing
of pipes and joints and jointed with adhesive
solvent cement including cost of all materials.
139 7.00 Providing junction for rainwater Junction chamber 3859.21 Rupees Three Nos.
of clear size 0.60 x 0.60 x 0.75 m with excavation Thousand Eight
of size 1.04 x 1.04 m and 0.15 mt thick C.C 1:2:4 Hundred Fifty
bed concrete including half brick masonry wall in Nine and Twenty
c.m 1:4 of 0.75 m height with 15mm thick cement One Paise Only
Plaster with floating coat of neat cement slurry
inside and 0.10 mt thick 0.84 X 0.84 size R.C.C
(1:2:4 ) slab with TMT steel and 0.60 m x 0.45 m
cast iron manhole cover with frame with weight
not less than 35 kg as per detailed drawing as
140 2.00 Providing filter chamber of brick work in C.M. 1:5 14413.71 Rupees Fourteen Nos.
of clear size 2.06 m x 1.21 m x 1.20 m and Thousand Four
excavation dimension of 2.36 x 1.51 x 1.35 m Hundred
including C.C 1:2:4 bed concrete of 0.15 m thick Thirteen and
including brick work in c.m 1:5 for 23 cm thick Seventy One
wall including 15mm thick cement plaster inside Paise Only
with floating coat of neat cement slurry and
cm thick RCC 1:2:4 top cover with TMT steel and
manhole cover with frame of minimum weight of
35 kg and filing filter material Kapchi and sand as
per detailed drawing
141 1.00 Providing Rainwater Harvesting 2m x 2m x 4m Pit 117987.19 Rupees One lakh Nos
for water logging with excavation in any strata Seventeen
upto4m depth filling the pit with brick bat in 0.6 in Thousand Nine
depth 0.30m depth with 10mm to 20mm Kapchi Hundred Eighty
0.40m depth with 6x 10mm grade and 2.00mt Seven and
Depth with course sand in layers including making Nineteen Paise
100 mm dia PVC Line for water inlet etc. as Only
directed 250mm dia bore up to 50mt depth and
150 mm dia plain of perforated PVC pipe casing
48mt Depth and making concoction etc. complete
as directed for recharge well for rain water
142 70.00 Excavation for foundation upto 1.50mt. Depth 153.41 Rupees One Cum
including sorting out and stacking of useful Hundred Fifty
materials and disposing of the excavated stuff as Three and Forty
directed with in 50m. Lead (B) hard & dence soil One Paise Only
143 52.00 Providing and laying controlled cement concrete 8331.49 Rupees Eight Cum
M250 grade and curing complete including the Thousand Three
cost of form work but excluding the cost of Hundred Thirty
reinforcement for Reinforced concrete work : For One and Forty
Lift Walls upto Ground floor Nine Paise Only
144 8.00 Providing and laying controlled cement concrete 6522.58 Rupees Six Cum
M.250 and curing complete Including the cost of Thousand Five
formwork but excluding reinforcement for Hundred Twenty
reinforced concrete work in : For R.C.C Plinth Slab Two and Fifty
Eight Paise Only
145 28.00 Providing and fixing cast iron steps of size 500mm 207.66 Rupees Two Nos.
x 150mm x 22.5mm and painting with two coats of Hundred Seven
Anti-corrosive paint etc. complete. and Sixty Six
146 81.00 Providing and fixing PVC Water Stopper of size 126.25 Rupees One Rmt
150mm wide & 5mm thick at Construction joint Hundred Twenty
etc. complete as directed by Engineer In Charge. Six and Twenty
Five Paise Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
147 126.00 Providing 20mm thick Water Proof cement plaster 306.95 Rupees Three Sqm
using water proofing chemical as recommanded Hundred Six and
by manufacturer for all floors on brick/Concrete Ninety Five Paise
wall work using water proofing materials for floor Only
two level and finished even and smooth with a
floating coat of neat cement slurry in (i) Cement
mortar 1:3 (1-cement:3-sand)
148 122.00 Providing 15mm thick cement plaster in single 241.81 Rupees Two Sqm
coat on Rough (Similar)side of single or half brick Hundred Forty
walls for interior plastering upto floor two level One and Eighty
and finished even and smooth with a floating coat One Paise Only
of neat cement slurry in (i) Cement mortar 1:3 (1-
149 25.00 Providing and laying white glazed tiles 6mm thick 939.18 Rupees Nine Sqm
in flooring, treads of steps and landing laid on a Hundred Thirty
bed of 12mm thick cement mortar 1:3 (1-cement : Nine and
3-coarse sand ) finishing with flush pointing in Eighteen Paise
white cement. Only
150 2.00 Providing and fixing SFRC Manhole cover 0.60 M. x 1530.15 Rupees One No.
0.60M. Size. Thousand Five
and Fifteen Paise
151 50.00 Wall painting (Two coats) with plastic emulsion 104.09 Rupees One Sqm
paint of approved brand and manufacture on Hundred Four
undecorated wall surface to give an even shade and Nine Paise
including thoroughly brushing the surface free Only
from mortar droppings and other foreign matter
and sand papered smooth. including Applying two
coats of acrylic lappy (putty) & two coats of
primer of approved brand and manufacture on
Ceiling and sloping roofs to give an even shade
including thoroughly brushing the surface free
from mortar dropping and other foreign matter
and sand papered smooth.
152 3.00 Providing and fixing heavy duty 50 mm.dia. 909.00 Rupees Nine No.
Handle valve of approved brand. Hundred Nine
153 1.00 Providing & erecting open well horizontal mono 28464.83 Rupees Twenty No.
block pump set with cast iron body, complete for Eight Thousand
three phase submersible motor having [F] For 10 Four Hundred
HP 3 phase open well horizontal mono block Sixty Four and
pump set suitable for 1725 LPM to 940 LPM @ 15 Eighty Three
to 36 MTR head suitable for 65/80 mm dia Paise Only
delivery pipe Cat II
154 2.00 Providing and Fixing Foot Valve 161.60 Rupees One No.
155 44.10 Steel work, riveted in built up sections framed 5889.50 Rupees Five Qntl
work including cutting, hoisting, fixing in position Thousand Eight
and applying a priming coat of read lead paint. (A) Hundred Eighty
In beams and joists, channels angles Tees, flats, Nine and Fifty
with connecting plates or angle cleats as in main Paise Only
and cross beams. Hip and jack rafters, purlins
conneted to common rafters and the like.
156 126.00 Providing and fixing of Ridge flashing for roof 867.39 Rupees Eight Sqm
panel shall be made out of 0.5 mm thick pre Hundred Sixty
coated GI sheet . The Precoated sheet shall be of Seven and Thirty
minimum 240 mpa steel grade confirming to IS Nine Paise Only
14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7
microns epoxy primer on both side of the sheet
and polyester top coat 15-18 micron. The PPGI
Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during
transportation. The ridge shall be fixed to the steel
members by pop rivet or self drilling/self stitching
fastners @ maximum 450 mm c/c along length of
capping / flashing etc. complete.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
157 80.00 Drilling of 250/300 mm dia bore in over burden 972.63 Rupees Nine Rmt.
strata in alluvial strata by by Rotary rig including Hundred Seventy
lowering of pipes and vertically and testing etc Two and Sixty
including testing with Ben meter. Three Paise Only
158 80.00 Reaming of 250/300 mm dia. For Pilot bore hole 297.95 Rupees Two Rmt.
by mini DR ring in alluvium strata Complete upto Hundred Ninety
300m etc. Seven and Ninety
Five Paise Only
159 50.00 Providing and supplying in standard length ISI 957.48 Rupees Nine Rmt.
mark rigid unplasticised PVC pipes suitable for Hundred Fifty
potable water with ring fit joint including cost of Seven and Forty
rings, as per IS specification no. 4985/1988 Eight Paise Only
including all local and central taxes,
transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to the
departmental stores and including cost of jointing
meterial etc. complete.(3.1/B) Test Pressure
160 40.00 Providing and lowering of standared length ISI 2577.52 Rupees Two Rmt.
mark rigid unplasticised PVC slotted pipe Thousand Five
including cost of jointing material etc. complete Hundred Seventy
for pressure 6kg/Cm2 and 200mm dia. Seven and Fifty
161 1.00 Clamp made from M.S. plate with 3 holes on either 1643.99 Rupees One Nos.
side with nuts & bolts of Std. Make and suitable Thousand Six
size. (g)750 mm X 75 mm X 16 mm flat to 200 mm Hundred Forty
dia.Pipe. Three and Ninety
Nine Paise Only
162 1.00 M.S. Bail plug having length 0.45 mtr from 851.04 Rupees Eight Nos.
medium class pipe as per I.S.S. suitable for (B) Hundred Fifty
200 mm dia pipe. One and Four
163 1.00 Providing and fixing bore cap suitable to 160 mm 303.00 Rupees Three Nos.
Dia PVC Pipe Hundred Three
164 1.00 Bore plug having 100 mm height made from M.S. 782.57 Rupees Seven Nos.
plate with 3 holes at equal distance on Hundred Eighty
circumference for nut-bolts type, locking Two and Fifty
arrangement with nuts-bolts & lock nuts of std. Seven Paise Only
Make complete. (B) From 5 thick M.S. Plate (For
Top also) (ii) Suitable for 200 mm dia pipe.
165 9.00 Supply of Best quality of well sorted Sevaliya 2049.29 Rupees Two Cu.Mt.
gravel of size 4mm to 6mm. Thousand Forty
Nine and Twenty
Nine Paise Only
166 1.00 Supplying submersible pump set suitable for bore 26894.28 Rupees Twenty Set
of 100 mm. dia. or more having three phase motor Six Thousand
capacity not more than 5 H.P. with following Eight Hundred
capacity .. (a) (25 stage) 120 to 125 LPM discharge Ninety Four and
at 155 to 120 mtrs. head respectively suitable for Twenty Eight
50 mm dia. delivery pipe.... Cat.III Paise Only
167 1.00 Supplying & erecting approved make motor 7722.46 Rupees Seven Set
control cubical panel (Direct - on - line) made from Thousand Seven
16 G. CRCA sheet duly epoxy powder painted Hundred Twenty
inside and outside with hinged doors and locking, Two and Forty
arrangement consisting of suitable size of ON- OFF Six Paise Only
isolator (AC - 3/23duty) main fuses, single
phasing preventer, indicating lamps for R- Y - B
phases, overload relay, Automatic water level
controller, Ammeter, Voltmeter each with two
way selector switch incoming, wires duly socket
crimped, main contactor & overload relay, start -
stop push buttons, to be erected on angle iron
frame grouted on wall as directed. The isolator,
overload relay & contactors will be of L & T,
Siemens or BCH make only. (a) DOL up to 5.0 H.P.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
168 1.00 Lowering of submersible motor pump set 2568.43 Rupees Two Per Job
complete with required. Nos. and size of casing Thousand Five
pipes erected by means of proper chain pulley Hundred Sixty
block & pipe wrenches after checking of threads of Eight and Forty
each pipe with coupling to take the load of the Three Paise Only
pump set and pipe assembly filled up with water.
(b)Above 60 mtrs. and Up to 120 mtrs.
169 150.00 Providing and erecting ISI marked PVC insulated 104.03 Rupees One Rmt.
PVC Sheathed Flat flexible Submersible copper Hundred Four
cable approved make of following Size. (b) 3 Core and Three Paise
x 2.5 Sq. mm. Only
170 1.00 Providing and fixing gun metal check or non 663.43 Rupees Six Nos.
return pully wheel valve of 40 mm diameter Hundred Sixty
Three and Forty
Three Paise Only
171 80.00 Manufacture, Supply and delivery of following ISI 100.11 Rupees One Rmt.
marked H.D.P.E. Pipes (IS:4984/1985 with latest Hundred and
amendment) having material Grade PE-80 in Eleven Paise Only
approximate 100 mtr. Coil length or as per GWSSB
requirement with SS-316 Nipple at both end
having 11 TPI threading as per specification, press
fitted and bolted having nominal diameter as
under as per detailed Technical Specification.
Rates are based on IOCL Resin A Grade 45 GP
004DP44 as on dated 01.12.2017 Rs. 90284/-
(Incuding GST) Rates are Inclusive of GST. (iii) DN
172 6.00 Compressor test of tube well by Air Compressor of 8499.15 Rupees Eight Hour
900 CFM/200 PSI Capacity Thousand Four
Nine and Fifteen
173 1.00 Supplying and installing mono block centrifugal 16828.62 Rupees Sixteen Nos.
pump as per IS standard including foot valve Thousand Eight
reflux valve S.V. pressure gauge starter volt meter Hundred Twenty
and capacitor and base plate with tools etc. Eight and Sixty
complete of 5.0 H.P. capacity 3 phase for 1350 Two Paise Only
LPM to 310 LPM. @10 to 42m Head Suitable for
50/65mm delivery pipe.
174 1.00 Electrologger charges (With carting)(B) For other 12120.00 Rupees Twelve Job
dept. And private work -For Kachh area- Rs. Thousand One
21000/- per job for other area Rs.18000/- per job Hundred Twenty
175 1.00 Pumping test of the tubewell by sub. Pump of 17422.50 Rupees Job
adequate capacity in all districts A) 150/200/250 Seventeen
mm DTH bore pump set. For first 8 Hours with Thousand Four
Max. upto 20 HP Sub.Pump utilised. Hundred Twenty
176 1.00 Geophysical & Geohydrological ground water 14428.86 Rupees Fourteen Job
investigations for finalistion of one pin point (with Thousand Four
vehical charges ) Hundred Twenty
Eight and Eighty
177 72.00 Box cutting the road surface to proper slope and 212.59 Rupees Two Cum
camber for making a base for road work including Hundred Twelve
removing the excavated stuff and depositing on and Fifty Nine
the road side slope as directed upto 50Mt.lead. Paise Only
178 42.80 Providing laying and Spreading Granular sub- 1425.11 Rupees One Cum
base (Grade l)by providing close graded MCBT Thousand Four
material in single layer with motor grader on Hundred Twenty
prepared surface ,mixing by mix in place method Five and Eleven
with rotovator at OMC and compacted with Paise Only
vibratory roller 80 to 110 KN static weight to
achieve desier density etc completed.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
179 29.00 Providing and laying compacted WBM of Grading- 2030.10 Rupees Two Cum
II MCBT metal of size 53 to 22.4 mm in required Thousand Thirty
layers including using 24% stone screening 11.2 and Ten Paise
mm size and 8% stone dust as filler including Only
spreading watering & consolidation by vibratory
roller etc. as per MoRTH Specification compelete
as directed by Engineer - in - Charge.
180 29.00 Providing and filling in foundation with ordinary 3306.84 Rupees Three Cum
Cement concrete M-100 mix and providing Thousand Three
necessary vertical pin headers including Hundred Six and
formwork, vibrating, ramming and curing Eighty Four
complete. Paise Only
181 50.00 Providing & Casting in situ ordinary cement 4966.17 Rupees Four Cum
concrete M-250 mix with Trimix C.C Road laid as Thousand Nine
directed including temping, vibrating, finishing, Hundred Sixty
curing and filling in joints with bitumen etc as per Six and
Engineer In charge. Seventeen Paise
182 64.16 Providing and fixing pre-cast concrete kerb stone 394.59 Rupees Three Rmt
of gray cement based concrete block 30cm Hundred Ninety
length,30cm height and 15cm thick of M200 grade Four and Fifty
concret as per approved design and including Nine Paise Only
excavation for fixing in proper line and level,filling
the joint with C:M 1:3 (1cement:3fine sand) etc
183 57.50 Supplying and fixing reinforced concrete heavy 1038.42 Rupees One Rmt
duty non-pressure pipes with collars for culverts Thousand Thirty
carrying heavy traffic as per IS 458-1991 Eight and Forty
specifications including setting the pipes in C.M. Two Paise Only
1:2 watering and laying (to level or slopes) of class
NP3 of following internal daimeters. (i) 300mm
184 126.00 Providing & Fixing wire fencing on Compound 806.99 Rupees Eight Rmt
Wall having 3 Nos. 0.69m Long (Clear) M.S. Angle Hundred Six and
of Size 50mm x 50mm x 6mm in 'Y' Shape Posts Ninety Nine
fixed fixed at 2.50Mtr. c/c Distance with Punched Paise Only
tape Concertina Razor Coil of 600mm dia.
weighing 1.42 Kg per Meter at Top of 'Y' Post &
Nos. Horizontal lines Punched tape Concertina
wire weighing 0.938 Kg per 10 Meter in Straight
Portion of 'Y' Post and fixed to posts with G.I.
Staples & Necessary Fixing arrangement including
fixing the post in Compound Wall including C.C.
1:2:4 having 0.23Mt. x 0.23Mt. size CC Block
including Oil Painting Two Coats over Primer Coat
of Red lead paint etc. complete as directed by
185 8.00 Excavation foundation for depth from 1.50m to Rupees Two Cum
3.00m including sorting out and stacking of useful Hundred Eighty
materials and disposing off the excavated stuff Nine and Ninety
upto 50m. Lead (B) Dense or Hard soil Two Paise Only
186 8.00 Excavation for foundation for depth from 3.00m to 311.56 Rupees Three Cum
5.00m including sorting out and stacking of useful Hundred Eleven
materials and disposing off the excavated stuff and Fifty Six
upto 50m. Lead (B) Dense or Hard soil Paise Only
187 4.00 Constructing brick masonry chamber for under 3660.76 Rupees Three No.
ground C.I. Inspection chamber and bends with Thousand Six
bricks having crushing strength not less than 35 Hundred Sixty
Kg/cm2 in cm. 1:5 C.I. Cover with frame (light and Seventy Six
duty) 455 mm. X 610 mm. Internal dimensions, Paise Only
total weight of cover with frame to be not less
than 38 Kgs. weight of cover 23 Kg. and wt. of
frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1
cement : 2 coarse sand : 4 graded stone aggregate
20 mm. size ) foundation concrete 1:5:10 inside
plaster 15 mm. thick with cement mortar 1:3
finished smooth with a floating coat of neat
cement on walls & abed concrete etc. complete.(ii)
Inside dimensions, 500 mm. X 700 mm. And
mm. Deep for pipe line with one or two inlets.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
188 1.00 Constructing brick masonry chamber for under 7180.44 Rupees Seven No.
ground C.I. Inspection chamber and bends with Thousand One
bricks having crushing strength not less than 35 Hundred Eighty
Kg/cm2 in cm. 1:5 C.I. Cover with frame (light and Forty Four
duty) 455 mm. X 610 mm. Internal dimensions, Paise Only
total weight of cover with frame to be not less
than 38 Kgs. weight of cover 23 Kg. and wt. of
frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1
cement : 2 coarse sand : 4 graded stone aggregate
20 mm. size ) foundation concrete 1:5:10 inside
plaster 15 mm. thick with cement mortar 1:3
finished smooth with a floating coat of neat
cement on walls & abed concrete etc.
complete.(iii) Inside dimensions, 600 mm. X
mm. And 450 mm. Deep for pipe lines with three
of more inlets. 264.86
189 4.00 Extra over items for every additional depth of 0.1 Rupees Two No.
m or part there of beyound 450 mm depth for Hundred Sixty
brick masonry chamber (i) for 500 mm x 700 mm Four and Eighty
190 1.00 Extra over items for every additional depth of 0.1 325.59 Rupees Three No.
m or part there of beyound 450 mm depth for Hundred Twenty
brick masonry chamber (i) for 600 mm x 855 mm Five and Fifty
Nine Paise Only
191 50.00 Providing laying (to level or slopes) and jointing 254.89 Rupees Two Rmt
reinforced concrete Light duty non pressure pipes Hundred Fifty
I.S. class NP2 of the following internal diameter Four and Eighty
with collars and butt ends prepared for collar Nine Paise Only
joints including testing of joints complete.(B)
192 1.00 Constructing Manhole with R.C.C. top slab in 1:2:4 19349.63 Rupees Nineteen No.
mix (1-cement :2-coarse sand : 4-graded stone Thousand Three
aggregate 20mm nominal size) foundation Hundred Forty
concrete 1:3:6 mix (1-cement : 3- coarse sand :6- Nine and Sixty
Brick bats 40 + 50mm size) inside plastering Three Paise Only
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 festing (i) Inside
size 900mm x 1200mm and 1.5M. deep including
C.I. cover with frame size 560mm diameter total
weight of cover and frame to be not less than
kgs. (Wt. of cover 64 Kg. and Wt. of frame
Kg.)(A) With 230mm thick walls of brick msonry
using brick having crushing strength not less than
35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-
Coarse sand) (2) B type depth 1.50 Metre for
193 1.00 150mm diameter
Providing sewer. cement concrete 1:4:8
and laying 2918.33 Rupees Two Cum
(1cement : 4 coarse sand : 8 B.T. stone aggregates Thousand Nine
40 mm. nominal size) and curing complete Hundred
excluding cost of from work in :(a) Foundation Eighteen and
and plinth Thirty Three
194 104.00 Removal of existing grass from top soil upto a 151.50 Rupees One Sq.Mt.
depth of 23 cm breaking and drying of lumps, Hundred Fifty
removal of all dried roots, cleaning the soil and One and Fifty
rought leveling and preparing the lawn bed , Paise Only
preparing and laying of peat moss mulch , mixing :
watering laying adequate quantity of loam oil bed :
grading and compaction by watering.
195 60.00 Supplying & Spreading of yellow or Goradu soil 303.00 Rupees Three Cu.Mt.
with all lead and lift including spreading, watering, Hundred Three
dressing and rolling with hand roller etc complete. Only
196 8.00 Supplying of well rotted FYM manure with all lead 711.04 Rupees Seven Cu.Mt.
and lift including spreading mixing dressing and Hundred Eleven
rolling with hand roller etc complete. and Four Paise
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
197 8.00 Mixing and Filling of mix of manure and good 88.88 Rupees Eighty Cu.Mt.
earth in proportion of 1:3 (1 part manure and 3 Eight and Eighty
part sweet earth) in required thickness including Eight Paise Only
proper dressing, leveling, rolling, watering and
compacting as per the levels specified in the
drawings as approved by engineer in charge (Cost
of Mannure and good earth to be paid separately).
198 60.00 Scarifying the surface of soil including spreading 16.49 Rupees Sixteen Sq.Mt.
of DAP fertilizer mixing with soil properly and Forty Nine
levelling gand dressing of the plot. Paise Only
199 60.00 Providing & planting green lawn of Cynadon 154.53 Rupees One Sq.Mt.
Ductylon type @ 7.5 cm c/c or 1 kg per 1.5 sqmt Hundred Fifty
area (as directed) by Mixing earth and manure to Four and Fifty
proportion 80:20% and spreading to a thickness Three Paise Only
of 30cms including cost of manure, flooding the
ground with water including making of water flow
route and dewatering as required then after
having fine dressing of the ground and
maintaining the lawn till the thick lawn free from
weeds and fit for moving, including composting,
chemical treatment, anti termite treatment with
maintainance period of two year after of handing
over the possession etc. completed with all
material machineries as directed by engineer in
200 10.00 Supplying and planting of best quality pot grown Rupees Seventy Nos.
helthy shrubs ( semi exotic type ) of heights as and Seventy
selected by Engineer in charge including of Paise Only
preparation like mixture of earth and manure in
75:25% proportions in the planters to a minimum
depth of 450mm, flooding with water and
levelling, excluding cost of earth and manure),
Anti-termite treatment, composting and
cultivation of shrub beds including all labour
material, machineries etc. completed as directed
by engineer in charge.
201 10.00 Supplying and planting of best quality Shrubs 70.70 Rupees Seventy Nos.
varieties as selected or as per landscape planning and Seventy
of heights as selected by Engineer in charge Paise Only
including of preparation like mixture of earth and
manure in 75:25% proportions in the planters to a
minimum depth of 450mm, flooding with water
and levelling, excluding cost of earth and manure),
Anti-termite treatment, composting and
cultivation of shrub beds including all labour
material, machineries etc. completed as directed
by engineer in charge.
202 10.00 Supplying and planting of best qualiyt EXOTIC ( 3040.10 Rupees Three Nos.
SUCCULENTS) Shrubs varieties like cycus, few Thousand Forty
Agaves, Buecarneas, Yuccas, few nolino and hybrid and Ten Paise
varieties, few seasonal flowers etc as selected or Only
as per landscape planning of heights as selected by
Engineer including preparation like mixture of
earth and manure in 75:25% proportions in the
planters to a minimum depth of 450mm, flooding
with water and levelling, excluding cost of earth
and manure), Anti-termite treatment, composting
and cultivation of shrub beds including all labour
material, machineries etc. completed as directed
by engineer in charge.
203 10.00 Supplying and planting of best quality pot grown 80.80 Rupees Eighty Nos.
helthy shrubs ( peripheral shrub ) of heights as and Eighty Paise
selected by Engineer in charge including of Only
preparation like mixture of earth and manure in
75:25% proportions in the planters to a minimum
depth of 450mm, flooding with water and
levelling, excluding cost of earth and manure),
Anti-termite treatment, composting and
cultivation of shrub beds including all labour
material, machineries etc. completed as directed
by engineer in charge.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
204 20.00 Supplying and planting of best quality helthy 1955.36 Rupees One Nos.
Trees of different species as selected by engineer Thousand Nine
in charge having 3 to 4 mtr heights as selected by Hundred Fifty
Engineer in charge including of preparation like Five and Thirty
mixture of earth and manure in 75:25% Six Paise Only
proportions in the planters to a minimum depth of
450mm, flooding with water and levelling,
dressing including removal of rubbish and surplus
earth if any with all leads and lifts, tree pits of
1.2m x 1.2m x 0.9m (or as specified) (excluding
cost of earth and manure), Anti-termite treatment,
composting and cultivation of shrub beds
including all labour material, machineries etc.
completed as directed by engineer in charge.
205 10.00 Supplying and planting of best quality helthy 7056.87 Rupees Seven Nos.
EXOTIC Trees of different species as selected by Thousand Fifty
engineer in charge having 4 to 5 mtr heights as Six and Eighty
selected by Engineer in charge including of Seven Paise Only
preparation like mixture of earth and manure in
75:25% proportions in the planters to a minimum
depth of 450mm, flooding with water and
levelling, dressing including removal of rubbish
and surplus earth if any with all leads and lifts,
tree pits of 1.2m x 1.2m x 0.9m (or as specified)
(excluding cost of earth and manure), Anti-termite
treatment, composting and cultivation of shrub
beds including all labour material, machineries
etc. completed as directed by engineer in charge.
206 10.00 Supplying and planting of best quality helthy 26866.00 Rupees Twenty Nos.
DATE PALMS as selected by engineer in charge Six Thousand
having 5 to 6 mtr heights including of preparation Eight Hundred
of pit of size 600mm x 600mm x 600mm having Sixty Six Only
mixture of earth and manure in 75:30%
proportions in the planters to a minimum depth of
450mm, flooding with water and levelling,
dressing including removal of rubbish and surplus
earth if any with all leads and lifts, tree pits as
specified (excluding cost of earth and manure),
Anti-termite treatment, composting and
cultivation of shrub beds & also including support
tripod of wooden thick support of minium 1.5 mtr.
height having top bracket of 300mm x 300mm and
leg embeded in the ground upto 300 mm with tar
coat etc. completed as directed by engineer in
charge. 2030.10
207 120.00 Bowing and developing flowering plants grown in Rupees Two Nos.
nursery having approximate height 4 to 5 ft. or Thousand Thirty
height as per Landscape Plan with natural growth and Ten Paise
and natural colour planted in a lump of soil packed Only
in polythelene bag or earthen pot including
organic & chemical fertilizer, pesticides,
fungicides, harmones & maintaining the plants
upto three months as directed. Potted Plants. Pot
208 2.00 Rainbird -5004/ Hunter - PGP made Non-Potable 1605.90 Rupees One Nos.
Water Marked Gear driven Pop-up Sprinkler 5" Thousand Six
with flow shut off device (5" Pop Up hight from Hundred Five
Bottom to Centre of Discharging Nozzle) from (9 and Ninety Paise
to 13 Mtr Redius) Check Valve, Slip Clutch Only
Mechenism complete with required nozzle.
209 112.00 Demolition including stacking of serviceable 1084.30 Rupees One Cum
materilas and disposal of unserviceable materials Thousand Eighty
with all lead and lift. (i) R.C.C. Work Four and Thirty
210 190.00 Demolition of Brick work and stone masonry 564.16 Rupees Five Cum
including stacking of serviceable materilas and Hundred Sixty
disposal of unserviceable materials with all lead Four and Sixteen
and lift.(ii) In Cement Mortar. Paise Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
211 47.00 Dismentling doors, windows, ventilators etc. 192.41 Rupees One No.
(wood or steel) shutters including chowkhats Hundred Ninety
architraves, holdfasts and other attachment etc. Two and Forty
complete and stacking them within all lead and One Paise Only
lift.(i) Not exceeding 3 Sq.M. in area.
212 514.00 Dismentaling tiled of stone floors laid in mortar 48.91 Rupees Forty Sqm
including stacking of serviceable materilas and Eight and Ninety
disposal of unserviceable materials with all lead One Paise Only
213 9295.00 Dismentling steel work including distempering 3.76 Rupees Three Kg.
and stacking the materials with all lead and lift and Seventy Six
214 625.00 Removing and scraping of old deteriorated plaster 20.06 Rupees Twenty Sqm
of any thickness fromm wall / R.C.C member and Six Paise
including stacking of serviceable material and Only
disposal of unserviceable from site of work with
all lead and lift
215 156.00 Point wiring for Light/ Bell with 2-1.5 sq.mm & 582.77 Rupees Five Pt.
earthwire of 1.5 sq.mm (Green) both are of ISI hundred Eighty
marked 1.1 KV grade FRLS PVC insulated Two Paise
multistrand copper wires, in following type of Seventy Seven
pipe to be erected concealed in/ on surface on Only
wall/ceiling complete with 6A Modular type
switch/ bell push & accessories and earth
continuity of following type, erected on PVC /
Metallic box, single mounting base frame covered
with textured/metallic front plate modules
erected on/ in wall/ ceiling as per pipe erected,
with necessary Lamp holder/ ceiling rose/
H.D.Connector as directed. (f) with medium class
Rigid PVC pipe and accessories erected concealed
in wall/ceiling completeCat-III
216 51.00 Point wiring for FAN with 2-1.5 sq.mm & 809.01 Rupees Eight Pt.
earthwire of 1.5 sq.mm (Green) both are of .ISI hundred Nine
marked 1.1 KV Grade FRLS PVC insulated Paise One Only
multistrand copper wires, in following type of pipe
to be erected concealed in / flushed on
wall/ceiling complete with 6A Modular type
switch and hum free EME four or more step type
electronic fan regulator with separately mounted
and accessories with earth continuity of following
type erected on PVC / Metallic box, single
mounting base frame covered with
textured/metallic 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
217 38.00 completee Cat-III
Point wiring for Looped Plug with 6A Modular 309.06 Rupees Three Pt.
type switch & 5 pin socket erected on PVC / hundred Nine
Metallic box, single mounting base frame covered Paise Six Only
with textured / metallic front plate modules
erected on / in wall / ceiling with following type
accessories, Cat-III
218 22.00 Point wiring for Individual Plug with & earthwire 1046.36 Rupees One Pt.
of 1.5 sq.mm (Green) both are of ISI marked 1.1 Thousand Forty
KV grade FRLS PVC insulated multistrand copper Six Paise Thirty
wires, in following type of to be erected concealed Six Only
in / on surface of wall / ceiling complete with
Modular type switch & 5 pin Plug erected on PVC
/ Metallic box covered with appropriate front
plate modules erected on / in wall / ceiling as per
pipe erected with following type of
accessories.[III] For 16A Plug and 16 amp switch
with 2-4 sq.mm Cu. Wire with 2.5 sq.mm ( green)
earthing wire from mcb d b board. (f) with
medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete Cat-III
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
- Providing following type of Modular Type -
Accessories mounted with PVC / metallic/Wooden
box, single mounting base frame covered with
textured / metallic/white front plate , modules
erected with necessary connections as per site
situation directed by Engineer In charge.
219 8.00 (13) 6A/10A/16A/20A/25A/32A Single pole 310.07 Rupees Three Nos.
Modular MCB Switch, Cat-III hundred Ten
Paise Seven Only
220 8.00 (10) 6/16Amp. Universal socket, Cat-III 199.98 Rupees One Nos.
221 24.00 Providing & erecting Switch board for Computer 1133.22 Rupees One Nos.
or electric apparatus consisting of following Thousand One
modular type accessories mounted with PVC / hundred Thirty
Metallic concealed/open box with single mounting Three Paise
base frame covered with textured/metallic /white Twenty Two
front plate,modules erected with necessary Only
connections as directed
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug [B] For Modular Type
Accessories, Cat-III
222 810.00 Providing and erecting Mains with 1.1 KV grade 104.03 Rupees One Mtr.
FRLS PVC insulated ISI marked stranded Copper hundred Four
conductor wire in following type of pipe to be Paise Three Only
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 mm² [
223 50.00 providing and erecting Mains with 1.1 KV grade 140.39 Rupees One Mtr.
FRLS PVC insulated ISI marked stranded Copper hundred Forty
conductor wire in following type of pipe to be Paise Thirty
erected in / on wall / ceiling with 2.5 sq. mm Nine Only
copper conductor FRLS PVC insulated stranded
wire of green colour for earth continuity of
following size, (a) 2 wire 4 sq. mm For Water
224 60.00 (b) 2 wire 6 sq. mm {for geyser} 184.83 Rupees One mtr
225 108.00 (h) 4 wire 6 sq. mmm 326.23 Rupees Three Mtr.
Six Paise Twenty
226 80.00 Supplying and erecting Flexible PVC insulated 97.97 Rupees Ninety mtr
multi strand multi core 1.1 kv grade ISI marked Seven Paise
copper wires of following size to be erected as Ninety Seven
directed.(h) 2.50 Sq.mm 3 core round PVC Only
227 - 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.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
228 52.00 (h) One wire 25.00 sq. mm 295.93 Rupees Two mtr
Five Paise Ninety
229 8.00 (i) One wire 35.00 sq. mm 376.73 Rupees Three Mtr.
hundred Seventy
Six Paise Seventy
230 2.00 Decorative call bell Ting-tong box type 250 volts 71.71 Rupees Seventy Nos.
complete erected One Paise
231 114.00 Supplying and erecting LED indoor fittings with 535.30 Rupees Five Nos.
LEDs of wattage 0.2 Watt to 0.5 Watt assembled hundred Thirty
on single MCPCB, with housing used as a heat sink Five Paise Thirty
shall be made of thick sheet Steel conforming to Only
IS: 513/CRCA/ aluminium die cast powder coated
and high U.V. & corrosion resistance with diffuser
with company mark/name 160V to 270V, Power
Factor more than 0.95, THD < 15%,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80
Certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any
wattage capacity between the ranges shown.)),(A)
Tube Light with integral/ non-integral driver, (v)
36-40 Watts, Surge-2 KV, IP-20, conventional
232 13.00 Supplying and erecting LED indoor fittings with 1794.77 Rupees One Nos.
LEDs of wattage 0.2 Watt to 0.5 Watt assembled Thousand Seven
on single MCPCB, with housing used as a heat sink hundred Ninety
shall be made of thick sheet Steel conforming to Four Paise
IS: 513/CRCA/aluminium pressure die cast Seventy Seven
powder coated and high U.V. & corrosion Only
resistance with diffuser housed in aluminium
casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD
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 incharge may select any
wattage capacity between the ranges shown.)(B)
LED Panel Light with provision for Plane front
frame with translucent cover fixed to housing
complete.IP20 (vi) 36 watts, 24" x 24", Surge-
233 17.00 Supplying and erecting led lamps with following 112.11 Rupees One Nos.
wattage capacity of 220 to 240 voltage, minimum hundred Twelve
15000 burning hours life, 500 V in built-surge Paise Eleven Only
protection,Polycarbonate diffuser, mounting
suitable for E14 / E27 / B22 lamp holders, pf >=
0.5(A) LED Lamps integral type, with PC diffuser
suitable LAMP holder (b) 5 to 8 watts
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
234 16.00 Supplying and erecting LED street light / Flood 4248.06 Rupees Four Nos.
light fittings with High power White LEDs wattage Thousand Two
of 3 Watt and above assembled on single MCPCB, hundred Forty
efficiency more than 130 lm/w and corrosion free Eight Paise Six
High pressure die cast aluminum housing with Only
smooth finish powder coated and heat sink
extruded aluminium with diffuser and
Polycarbonate optics/ lenses, with toughened
glass with company mark/name engraved or
embossed 160 to 270 V,Power Factor more than
5700K,Uniformity ratio >0.45, Luminaire efficacy>
100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80
certificates)(NOTE: Below description have shown
ranges of Wattage capacity of LED fittings.The
Engineer incharge may select any wattage
capacity between the ranges shown.), (A) Street
Light (IP-65), Surge protection -4KV integral and
,Light must have 440VAC line supply with over-
voltage protection. (ii) 48 - 59 Watts cat-iii(
235 6.00 (B) Flood Light (IP-65), Surge protection -4kV 6177.16 Rupees Six Nos.
integral and ,Light must have 440VAC line supply Thousand One
with over-voltage protection.(ii) 90 - 119 watts hundred Seventy
cat-iii Seven Paise
236 8.00 (C) Post Top Lantern LED fitting comprises of 4096.56 Rupees Four Nos.
finish cast aluminum spigot and spun aluminum Thousand Ninety
canopy fixed with opal polycarbonate, pipe Six Paise Fifty
arrangement for vertical mounting driver and Six Only
accessories wired up to terminal block.IP 65 (ii)32-
237 6.00 Providing and erecting Sheet Steel powder coated 2913.85 Rupees Two Nos.
MCB distribution board - flush / surface mounted Thousand Nine
fitted with busbar, neutral link, earth bar and DIN hundred
rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 Thirteen Paise
without MCB to house appropriate nos. of Eighty Five Only
MCBs.(The DBs should be used of same company
of MCB to be used) suitable for (B) three phase
incoming and single phase horizontal type
outgoing Per phase isolation type (PPI) (b) sheet
steel double door (ii)6 way
238 Providing & erecting 415V MCB Four Pole Switch
for Lighting Load (B curve) having 10KA breaking
capacity & confirms to IS :8828 in existing box
having following capacity
16.00 (b)40 Amp., Cat-III 736.29 Rupees Seven Nos.
Six Paise Twenty
239 20.00 Aproviding and erecting Approved make RCCBs 2166.45 Rupees Two Nos.
conforming to IS: 12640 and having sensitivity of Thousand One
30 mA and Short Circuit withstand capacity of 10 hundred Sixty Six
KA and suitable for operation on single phase 240 Paise Forty Five
V,50Hz. having characteristic of quick action & Only
tripping with all advance feature & do not
incorporate any electronic component. for
following Max. rating erected as directed (i)
240 3.00 Supplying KITKAT pattern porcelain cut-out fuse 420.16 Rupees Four Nos.
with base of following current capacity erected on hundred Twenty
existing block board.(vi) 200 A. 500 V. Paise Sixteen
241 108.00 providing and erecting Miniature circuit breaker 123.22 Rupees One Nos.
single pole 6A to 25A suitable to operate on 240 V hundred Twenty
A.C. system and having breaking capacity 10 KA to Three Paise
be erected in existing box. confirming to IS Twenty Two
8828/1996 with ISI Mark k Cat-III Only
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
242 2.00 Providing & erecting 240 V MCB double pole 329.26 Rupees Three Nos.
switch for motor & inductive load (C Curve) hundred Twenty
having 10 KA breaking capacity & confirms to IS : Nine Paise
8828 in existing box having following capacity (A) Twenty Six Only
6 to 32 Amp. Cat-iii
243 2.00 Providing and erecting Approved make Four pole 6790.23 Rupees Six Nos.
moulded case circuit breaker having breaking Thousand Seven
capacity ICU of 25 KA. at 415 V,having normal hundred Ninety
current rating up to 25 A to 100A. with Fixed Paise Twenty
thermal & magnetic release suitable to work on Three Only
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
244 2.00 Providing and erecting Approved make Four pole 8861.74 Rupees Eight Nos.
moulded case circuit breaker having breaking Thousand Eight
capacity ICU of 35 KA. at 415 V. having normal hundred Sixty
current rating 125A. with Fixed thermal & One Paise
magnetic release suitable to work on A.C.supply Seventy Four
50 Hz. with all internal connections, spreader Only
tinned copper & complete erected in existing
G.M.S. housing. ICS=100% of ICU only Cat
245 1.00 Providing and erecting Approved make Four pole 17843.67 Rupees ea
moulded case circuit breaker having breaking Seventeen
capacity ICU of 35 KA. at 415 V. having Normal Thousand Eight
current rating 200A.with variable Thermal & hundred Forty
magnetic release suitable to work on A.C.supply Three Paise Sixty
50 c/s. with all internal connections, spreader Seven Only
tinned copper & complete erected in existing
G.M.S.housing ICS=100% of ICU only
246 10.00 Providing and erecting required size HOT deep 77.77 Rupees Seventy kg
Galvanised iron strip for earthing of H.T. , OCB/ Seven Paise
ACB/ Transformer LT panel board, Motors etc. Seventy Seven
using proper clamp. Only
Supplying & erecting approved make Four Pole
415V change over switch interior for panel
mounting with operating mechanism A.C.23 duty
confirming to IS for,
247 1.00 (D)200A 12241.20 Rupees Twelve Nos.
248 0.50 Supplying and erecting triple pole & neutral 440V 1037.27 Rupees One Rn. Mtr.
/ 500V panel mounting Copper Busbars with four Thousand Thirty
equal Nos. of electrolyte bus having current Seven Paise
density not more than 1.6 Amp. / sq.mm (Rated Twenty Seven
current / cross section area) duly wrapped with Only
colour insulating tape for phase sequence of
following current carrying capacity, erected with
necessary bus bar supports /insulators, main
cable socket to each bar, erected in existing
cubical panel with necessary connections.(B)
Suitable for 200 Amp. capacity
249 6.00 Plastic enclosure fitted with DIN rail suitable for 52.52 Rupees Fifty ea
incorporating One / Two nos. MCB Two Paise Fifty
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
Providing & erecting weather proof, dust & vermin
proof, floor mounted front operated indoor type
cubical panel board necessary IP-42 and above
protection as per approval from engineer
incharge made from 14 SWG thick CRC M.S. sheet
for outer body & doors, 16 SWG thick CRC
M.S.sheet for internal partitions with necessary
accesories , supporting angles/ flats channel
including cutting, bending, drilling, welding,
riveting with internal partitions & cable alley as
per requirements & instruction of engineer-in-
charge with erection of supplied switch gears,
BUSBARS, suitable size of inter connecting PVC
copper wire / copper-aluminium strips, rubber
grommets, rib, bakelite control fuses/MCB for
measuring instruments, earth bus & earth bolts,
foundation flange - bolts-base Plates, sufficient
nos. of hinged doors, handles with locking
arrangement and rubber gasket,heavy duty end
terminal connection,danger notice
board,necessary ventilation,earthing strip
complete. The Panel shall be painted with epoxy
powder coating. (The rates excludes the cost of
switchgears, bus bars, inter connecting mains &
Copper Aluminium strips, meters, Fuses etc. The
dimension shall be measured excluding base
beams) The panel shall be supplied with following
approved manufacturers with following size.
(A) locally fabricated panel board
250 1.20 (i) with 350 mm depth 10468.65 Rupees Ten Sqmtr
Eight Paise Sixty
251 1.00 Providing and erecting Approved make Earth fault 5482.28 Rupees Five Nos.
Relay suitable to mount with inter connection Thousand Four
suitable to following size of moulded case circuit hundred Eighty
breaker having CT ratio & MCCB rating as Two Paise
following along with shunt trip 220V AC. with all Twenty Eight
internal connections & complete erected in Only
existing M.S.housing.. [3-4-13].(2) 125 A -200 A
252 2.00 Supplying & erecting earth pit of minimum bore 4591.46 Rupees Four Nos.
dia.150mm size approved make Earthing Thousand Five
Electrode consisting Pipe-in-Pipe Technology as hundred Ninety
per IS 3043-1987 made of corrosion free hot One Paise Forty
dipped G.I.Pipes having Outer pipe dia of 50mm Six Only
having 80-200 Micron galvanising, Inner pipe dia
of 25 mm having 200-250 Micron galvanising,
connection terminal dia of 12mm with constant
ohmic value surrounded by highly conductive
compound with high charge dissipation suitable
for following type of applications with chamber
and heavy duty cover. (A)(approved make OEM
has to submit test certificate including value of
earth resistance of installation duly stamped and
signed by agency and officer Incharge has to
ensure the value of earthing resistane mentioned
in test Certificate) & having back filling compound
of (B) Inner chemical (CCM Compound)-
Resistivity:- 0.2 ohm / meter testing as per IEC
62561-2017, Voltage drop:- < 1 volt at no load &
dry form, Sulphar content:- <2%(C) Back fill
Compound :- Earthing compound should be
capable to retain moisture for long time
Necessary test report must be submitted by
Agency. (a) For Electrical Installation up to 440V
in normal soilLength of pipe - 1 Mtr Back filling
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
253 30.00 providing and erecting Miniature circuit breaker 297.95 Rupees Two Nos.
single pole 0.5A to 2A system and having breaking hundred Ninety
capacity 10 KA to be erected in existing box. Seven Paise
confirming to IS 8828/1996 with ISI Mark Ninety Five Only
254 350.00 Providing and erecting XLPE (IS:7098)(I)-88 ISI 151.50 Rupees One Mtr.
armoured cable multistrand / Solid Aluminium hundred Fifty
conductor for 1.1 KV. to be laid on wall with One Paise Fifty
necessary clamps or in existing trench / pipe of Only
following size of cables, (B) 4 core 6 Sq. mm
Providing and erecting XLPE(IS:7098)(I)-88 ISI
armoured cable multistrand Aluminium conductor
for 1.1 KV. to be laid on wall with necessary
clamps or in existing trench / pipe of following
255 80.00 (G) 3 1/2 core 150 Sq. mm ( 70 Sq. mm 1/2 core) 876.68 Rupees Eight Mtr.
hundred Seventy
Six Paise Sixty
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 cables.. (C) 3 & 1/2 core 70 Sq.
256 2.00 (F) 3 & 1/2 core 150 Sq. mm 172.71 Rupees One Nos.
hundred Seventy
257 25.00 Providing & laying. R.C.C. Hume pipe for cable to 295.93 Rupees Two Nos.
be laid 90 cm. below ground across the road hundred Ninety
crossing or on floor with necessary material in an Five Paise Ninety
approved manner and making the ground as per Three Only
original.(D) 250 mm dia
258 8.00 Providing and, fixing heavy duty flange type brass 33.33 Rupees Thirty Nos.
cable gland with rubber ring for PVC insulated Three Paise
armoured cable complete with out going tails, Thirty Three
insulating tape etc for following size of cables.(A) Only
2 to 4 core 2.5 / 4 Sq. mm
259 16.00 (B) 2 to 4 core 6 Sq. mm 38.38 Rupees Thirty Nos.
Thirty Eight Only
Replacing old & u/s 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 manner.
260 128.00 (A) 1.5/ 2.5/4/6 Sq.mm 6.06 Rupees Six Paise Nos.
261 2.00 (E) 70 Sq.mm. 25.25 Rupees Twenty Nos.
262 6.00 (H) 150 Sq.mm. 61.61 Rupees Sixty Nos.
One Paise Sixty
263 48.00 Solder less crimping type Copper lugs conforming 8.08 Rupees Eight Nos.
to IS suitable for cable of following size evenly Paise Eight Only
crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated
nut bolts in an approved manner. . (A) 1.5/2.5 to
264 320.00 Making trench in soft soil of suitable width of 90 55.55 Rupees Fifty Mtr.
cms deep for laying cable or locating the fault all Five Paise Fifty
over the run and backfilling the same and making Five Only
the surface as normal ground.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
265 30.00 Making trench in Hard Murrum / Tar Road of 74.74 Rupees Seventy Mtr.
suitable width of 90 cm or required depth for Four Paise
laying any size of cable or locating the fault all Seventy Four
over the run and back filling the same and making Only
the surface as normal ground.
266 320.00 Providing & laying approved make Double walled 62.62 Rupees Sixty Mtr.
corrugated pipes of polyethylene (conforming to Two Paise Sixty
IS 14930 II )with necessary connecting Two Only
accessories of same material at required depth for
laying of cable. below ground / road surface for
enclosing cable and back filling the same to make
ground as per original.(A)50 mm dia
267 30.00 (D)120 mm outer dia. 137.36 Rupees One Mtr
Thirty Six Only
268 51.00 Providing and erecting Approved make Ceiling fan 1596.81 Rupees One Nos.
with double ball bearing ISI mark with condenser Thousand Five
A.C. 23OV.50 c/s.1200 mm. sweep complete, hundred Ninety
canopy erected on existing hook or clamp with Six Paise Eighty
earthing. [Make shall be approved by Engineer in One Only
269 51.00 Supplying and erecting 19/20 mm. nominal bore 108.07 Rupees One Mtr.
Medium Class M.S. Pipe down rod erected duly hundred Eight
painted for fan complete with necessary 24/ O.20, Paise Seven Only
3 core flexible wire with earthing.
270 51.00 Supplying & erecting Fan Hook of 10 mm M.S. 43.43 Rupees Forty ea
Round bar grouted in RCC slab with Making the Three Paise
site as original. Forty Three Only
271 8.00 Supplying & erecting approved make low noise 1366.53 Rupees One Nos.
decorative exhaust fan having size 200mm with Thousand Three
1350 RPM with square frame ABS body with hundred Sixty Six
inbuilt lowers & square frame. Paise Fifty Three
272 6.00 Supplying & erecting Galvanized M.S pipe post “B” 3225.94 Rupees Three Nos.
class 88.9 mm O.D 4 mtr. Long duly painted with Thousand Two
two coats of aluminium paint complete with hundred Twenty
metallic base plate of 300 mm x 300 mm x 4mm Five Paise Ninety
thick for using as a compound light pole with Four Only
approx. weight 32 Kg.
273 8.00 Supplying & erecting approved make SMC press 476.72 Rupees Four Nos.
moulded composite FRP. loop-in, loop-out approx. hundred Seventy
2mm thick box complete with Bakelite connector Six Paise Seventy
strip 5way(3P+N+E),DIN rail for mounting mob & Two Only
hinged doors as per requirement having locking
arrangements with mounting clamp with nuts,
bolts & washers suitable for erection on pole with
cable clamps& earth bolt of following size of
box.(C)150mm x 125mm x 100mm [deep]
274 16.00 Providing and erecting Street Light pole bracket 450.46 Rupees Four Nos.
comprising main B Class GI pipe of 4.2 cm/require hundred Fifty
outside dia. complete with suitable B Class G.I. Paise Forty Six
sleeve tubing of approx. 45cms.length and suitable Only
for 76.5 mm /80mm / required size of pole top
having sufficient fasteners for fixing the brackets
and having spread of 1.5.mtr. length with
deg.with vertical plane & suitable welded stays,
reducer and with check nuts 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
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
275 16.00 Supplying and erecting approved make Octagonal 9011.22 Rupees Nine Nos.
pole made from HR sheet steel. The pole should be Thousand Eleven
made as per IS. and shall be coated with hot dip Paise Twenty
galvanizing as per IS 2629/2633/4759, suitable Two Only
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
mm bottom dia, 3 mm thickness with
200mmX200mmX12mm base plate, 4-M20 Bolts
and 600mm long with necessary G.I. J Bolts
.Approx Pole weight 59 kg
276 16.00 Providing 1:2:4 cement concrete foundation & 70 809.01 Rupees Eight Nos.
% PCC from bottom including excavation for the hundred Nine
pole of size 45 x 45 x 100 cm. Deep in below Paise One Only
ground level with plinth of 45 cm x 45 cm (or
cm dia x 45 cm) high upper ground level with
necessary curing and finishing in approved
manner. ( for 4 & 6 mtr pole)
277 1.00 Supplying & erecting approved make IP 55 grade 13350.18 Rupees Thirteen Nos.
Company fabricated Timer Panel of following Thousand Three
capacity for switch On-Off street lights on time hundred Fifty
scheduling basis made from 16G CRCA sheet duly Paise Eighteen
epoxy power painted inside and outside with Only
hinged doors and locking arrangement consisting
of suitable size of 4 Pole MCB and 4 pole contactor
(cat-III)with analog time switch, auto manual
switch of same make and suitable input and
output Bakelite terminals and with door earthing
approved by Engineer in charge. (b) 40 AMP
278 4.00 Supplying and erecting horizontal / vertical 12433.10 Rupees Twelve ea
mounting type storage water heater with copper Thousand Four
container housed in M.S./S.S./ABS body insulated hundred Thirty
with glass wool/puff complete with heating Three Paise Ten
elements,adjustable thermostats 300C to 850C, Only
indicating lamp, safety valve, fusible plug,
etc.complete erected with coach bolts, nuts.
washers & cementation (D)35 ltr.with 1.5/2 KW.
heating element
279 2.00 Providing & erecting water cooler having storage 61482.74 Rupees Sixty One Nos.
capacity 150 Ltr. & cooling capacity 150 Ltr.per Thousand Four
hour @ an ambient temp of 45˚ C. The outlet temp. hundred Eighty
of the water should drop by 15˚C within a hour, Two Paise
The water cooler should be comprising of Seventy Four
hermetically sealed compressor, fan motor, Only
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..
280 2.00 Supplying & erecting reverse osmosis (RO) water 77891.20 Rupees Seventy Nos.
purification system with M.S. powder coated Seven Thousand
pedestal frame, prefilter housing carbon filter Eight hundred
suitable buster DC pump, auto low & high Ninety One Paise
pressure switches with following size of LPH Twenty Only
capacity & erected as directed [D] 100 LPH with
phase / 3 phase Raw water pump of 500LPH @
2.5kg/cm2 - (1N0 - Kirloskar /CRI/Lubi), Dual
media filter 10"x54" - (1 No), Micron cartridge
filter 20" x 2.5" ( 1No), High pressure pump
500LPH @ 10kg/cm2 - (1No - Shimge /CRI /Lubi),
RO Membrane housing with RO membrane of
40*40 - (1No), RO pressure tube 4" x 1E - ( 1No),
- 1200LPH Rotameter -(2 Nos), with Recovery
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
281 2.00 Supplying & erecting single phase approved make 3339.06 Rupees Three Nos.
industrial exhaust fan suitable for medium duty Thousand Three
ring mounted low noise operation suitable for hundred Thirty
medium duty having following dia size and Nine Paise Six
maximum speed in RPM [D] 450 mm dia 900 RPM Only
282 1.00 Supplying and erecting approved make panel 1558.43 Rupees One Nos.
mounting type Digital Ammeter having 3 digits Thousand Five
LED display, external CT operated, calibrated for 0 hundred Fifty
to 1000 Amps suitable to operate on 500 Volt AC , Eight Paise Forty
erected on existing panel board with all Three Only
connection, wiring etc .with manufacturers
calibration certificate..
283 1.00 Supplying and erecting approved make panel 1275.63 Rupees One Nos.
mounting type Digital Voltmeter having 3 digits Thousand Two
LED display, 0 to 750 AC Volts range erected on hundred Seventy
existing panel board with all connection, wiring Five Paise Sixty
etc .with manufacturers calibration certificate. Three Only
284 2.00 Supplying and erecting Ammeter / Voltmeter 317.14 Rupees Three Nos.
selector switch for 3 phase AC Supply 500 V on hundred
existing panel board with necessary connections. Seventeen Paise
285 3.00 Supplying and erecting approved make suitable 43.43 Rupees Forty Nos.
panel indicator LED type lamp, lens cover, Three Paise
complete erected with necessary connections. Forty Three Only
286 3.00 Providing & erecting L.T. Current Transformer 274.72 Rupees Two Nos.
with bar primary 50/5 to 1000/5 ratio 15 VA hundred Seventy
burden erected in existing CRCA box duly secured Four Paise
with insulating materials connected to the meter Seventy Two
Supply, Installation, Testing & Commissioning of
following size of Grid Tied Solar Power Plant with Solar
Panels (ALMM approved): Frame Material : Anodized
Aluminum alloy Frame With Twin Wall Profile, Front
Cover : High Transmission Low-Iron Tempered Glass (AR
Coated), High efficency and positive power tolerance
Pmax: 0/+5, Module Efficiency should be approx. 19.5%-
22%, Normal operating temperature 45'C, Junction Box
with Waterproof IP67 & MC4 Compatible and Enclosed
with Bypass diodes, 100% Electroluminescence test to
ensure error free Modules, Thep. temp. co-efficient of the
PV module shall equal or better than -0.45%/degree C.
Solar PV modules of minimum fill factor 75% to be used.
Unit Production:- More than 4.5 Unit /kw /day
(Actual)(1Year Avg) With 10 year Product warranty.
Modules must be complied to the DCR(Domestic content
requirements). The Ration of AC to DC is 5:6 for the
Installation capacity which are given in AC KW.
Solar Inverter: MPPT Range: MPPT Range: 80-1000 V
Max efficiency: 97.5% - 98.9%, O/p Frequency: 50/60Hz,
Operating Altitude (m) ≤4000, O/p Power Factor: ~1, O/P
THDi: <3%, Operating Tempreture Range: -25~60°C,
Integrated protection of Inverter are Anti-islanding
Protection, Input Reverse Polarity 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.
It. Qty. Item of Work Estimated Rates Unit Total
No. In Figure In Words Amount
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
km/hour , shall be submitted by the vendors. Hot Dipped
Galvanized steel coils. suitable arrangement for base plate for
foundation , solar panel mounting, the structure should be
suitable for carry the load of solar panel,wiring, sprinkler
system etc. with necessary foundation work/wall mount, j bolt,
anchor fastner etc. the nut bolt used for installtion of stucture
should be (SS 304) quality.The ground clearance of the bottom
most edge of solar panel shall not be less than 300 mm to
mm or as per site’s technical/feasibility requirement.a. Column
–The minimum section (thickness) should be 60MM*40MMb.
Rafter - The minimum section (thickness) should be
60MM*40MMc. Purlin - The minimum section (thickness)
should be 40MM * 40MM Balane of System with necessary
Swichgears (Suitabel size and protection of ACDB & DCDB), inter
connecting wiring, earthing system as per the CEIG drawing
lightining arrester system as per the CEIG drawing
approval, all liasoning work with various gov.
dipartment like state nodal agency,DISCOM & CEIG
is included in agency scope (Excluding All charges
namely GEDA Application fees, Solar connectivity
Charges, Meter connectivity Charges, Meter testing
Charges and system stability/strenthning charges.)
25.00 (C ) Grid Tied Solar Power System: 11 - 25 kW (3 - 42455.35 Rupees Forty Per KW
phase) Two Thousand
Fifty Five Paise
Thirty Five Only
i.e. Rs. Three Crore Two Lakh Fifty Two Thousand Six Hundred Seventy Eight & Paisa Twenty Six Only
I/We am/are willing to carry out the works @ …………….. % ………………. Percent (should be written in figure and words)
below / above, the estimated rates mentioned above, amount of my/our tender works out as under:
* Estimated Amount * Estimated Amount
Put to tender Rs. _____________________ Put to tender Rs. _____________________
In Words Rupees ______________________ In Words Rupees _______________
(* Please Strike out whichever is not applicable)
Signature of Contractor
Deputy Executive Engineer Executive Engineer
City (R&B) Sub Division City (R&B) Division
Vadodara Vadodara
Sr. Divisional Account Officer
City (R & B) Division,
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1. E Tender Notice -( New Home of Special Adoption Agency.pdf
2. SBD Book_2023_( New Home of Special Adoption Agency.pdf
3. BOQ - New Home of Special Adoption Agency.pdf
4. Index Specification - New Home of Special Adoption Agency.pdf
5. Testing Schedule - New Home of Special Adoption Agency.pdf
New adoption agency drawings.pdf
1. GR SBD.pdf
Condition for Nominated Contractor _E2_ (2).pdf
Contractor Registration Paripatra (1) (2).pdf
ELECTRICAL G.R. (4).PDF
Liability period G.R. (1) (3).pdf
Memorandum of Understanding (3) (2).pdf
SPECIAL CONDITION (6).pdf
Tender for Supply and Installation final vadodara City.pdf
GRs.pdf
6. BOQ-NOTES -( New Home of Special Adoption Agency.pdf
CORRIGENDUM
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