1. Name
of
Bidder
:
SL. No ITEM DESCRIPTION QUANTITY UNIT
BASIC
RATE
(DSR
2016)
Rs. P
COST INDEX
(THRISSUR)
RATE
Rs. P
TOTAL
AMOUNT
1.00 PLAZA BUILDING
EARTH WORK & PILE
1.01 2.32 : Clearing grass and removal
of the rubbish up to a distance of
50 m outside the periphery of the
area cleared.
380.00 Sqm 3.65 1.3725 5.01 1903.66
1.02 20.1.3 : Providing, driving and
installing driven cast-in-situ
reinforced cement concrete piles of
grade M-25 of specified diameter
and length below the pile cap, to
carry safe working load Not less
than specified, excluding the cost
of steel reinforcement but including
the cost of shoe and the length of
pile to be embedded in the pile cap
etc. all complete. (Length of pile for
payment shall be measured from
top of shoe to the bottom of pile
cap): 500 mm dia piles
245.00 Rm 2880.60 1.3725 3953.62 968637.76
CENTERING AND SHUTTURING
1.03 5.9.1 : Centering and shuttering
including strutting, etc. and
removal of foRm for:Foundations,
footings, bases of columns, etc for
mass concrete
90.00 Sqm 193.95 1.3725 266.20 23957.67
PART A
Name of work: Renovation of Vadakkechira Bus Stand, Thrissur. Kerala
1 PART A TENDER SCHEDULE
2. 1.04 5.9.5 : Centering and shuttering
including strutting, etc. and
removal of foRm for:Lintels,
beams, plinth beams, girders
bressumers and cantilevers
58.16 Sqm 342.90 1.3725 470.63 27371.86
STEEL REINFORCEMENT
1.05 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth level TheRmo
- Mechanically Treated bars of
grade Fe-500D or more
5100.00 Kg 56.60 1.3725 77.68 396185.85
1.06 5.22A.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete above plinth
level.TheRmo - Mechanically
Treated bars of grade Fe-500D or
more
2190.00 Kg 56.60 1.3725 77.68 170126.87
PCC
1.07 4.1.8 : Providing and laying in
position cement concrete of
specified grade excluding the cost
of centering and shuttering - All
work up to plinth level:1:4:8 (1
cement : 4 coarse sand : 8 graded
stone aggregate 40 Nominal size)
5.00 Cum 4478.15 1.3725 6146.26 30731.30
RCC
2 PART A TENDER SCHEDULE
3. 1.08 50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work up to plinth level
23.00 Cum 6446.45 1.3725 8847.75 203498.31
1.09 50.5.33.2 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work above plinth level
35.00 Cum 7250.05 1.3725 9950.69 348274.28
3 PART A TENDER SCHEDULE
4. 1.10 5.15 Providing, hoisting and
fixing up to floor five level precast
reinforced cement concrete in
lintels, beams and bressumers
including setting in cement mortar
1:3 (1 cement : 3 coarse sand),
cost of required centering and
shuttering but excluding the cost of
reinforcement with, 1:1.5:3 (1
cement : 1.5 coarse sand (Zone -
III) : 3 graded stone aggregate 20
mm Nominal size)
23.08 Cum 8683.55 1.3725 11918.17 275071.42
SOLID BLOCK MASONRY
1.11 50.6.1.2 : Solid block masonry
using pre cast solid blocks (Factory
made) of size 40x20x20cm or
nearest available size confiRming
to IS 2185 part I of 1979 for super
structure up to floor two level
thickness 20cm and above in: CM
1:6 ( 1 cement: 6 coarse sand) etc
complete.
29.40 Cum 4996.65 1.3725 6857.90 201622.32
1.12 50.6.1.7 Solid block masonry
using pre cast solid blocks (
Factory made) of size 40x20x15cm
or nearest available size
confiRming to IS 2185 part I of
1979 for foundation and plinth with
thickness 15 cm in : CM 1:6 ( 1
cement : 6 coarse sand ) etc
complete
58.32 Cum 4752.15 1.3725 6522.33 380382.05
PLASTERING
1.13 13.4.1 : 12 mm cement plaster
finished with a floating coat of neat
cement ofof mix: 1:4 ( 1 cement : 4
coarse sand)
877.03 Sqm 180.85 1.3725 248.22 217693.43
1.14 13.7.1 : 12 mm cement plaster
finished with a floating coat of neat
cement of mix:1:3 ( 1 cement : 3
fine sand)
877.03 Sqm 226.80 1.3725 311.28 273004.53
1.15 13.43.1 : Applying one coat of
water thinnable cement primer of
approved brand and manufacture
on wall surface:Water thinnable
cement primer
877.03 Sqm 36.95 1.3725 50.71 44477.59
4 PART A TENDER SCHEDULE
5. PAINTING
1.16 13.46.1 : Finishing walls with
Acrylic Smooth exterior paint of
required shade:New work (Two or
more coat applied @ 1.67 ltr/10
Sqm over and including priming
coat of exterior primer applied @
2.20 Kg/10 Sqm)
877.03 Sqm 96.05 1.3725 131.83 115617.66
1.17 13.60.1 : Wall painting with acrylic
emulsion paint of approved brand
and manufacture to give an even
shade:Two or more coats on new
work
877.03 Sqm 84.45 1.3725 115.91 101654.46
1.18 13.80 Providing and applying white
cement based putty of average
thickness 1 mm,
of approved brand and
manufacturer, over the plastered
wall surface to prepare
the surface even and smooth
complete.
877.03 Sqm 87.40 1.3725 119.96 105205.45
1.19 13.62.1 : Painting with synthetic
enamel paint of approved brand
and manufacture of required colour
to give an even shade:Two or
more coats on new work over an
under coat of suitable shade with
ordinary paint of approved brand
and manufacture .
877.03 Sqm 112.30 1.3725 154.13 135178.17
MEZZANINE FLOOR
1.20 OD : Manufacturing of mezzanine
column and platfoRm structure
with RS beams/channels, MS
plates and anchor bolts (composite
structure with shear strut) as per
design specifications applied with
one coat zinc chomate primer and
two coat of enamel paint
21000.00 Kg 140.00 140.00 2940000.00
5 PART A TENDER SCHEDULE
6. 1.21 OD: 0.93 M wide corrugated cold
foRm sheets of 0.80 mm thick and
50 mm rib height decking sheet
upto 7.20 m in length
manufactured from hot dipped zinc
coated high strength steel with
minimum 550 Mpa yield strength
and minimum zinc coating mass of
275 gm per m2 on both sides of
the street. The steel confiRms to
AS 1397 and BSEN 10147:2000.
Cross corrugation to be provided
by cutting out the corrugations and
placed at a maximum spacing of
50 cm centre to centre. the cross
corrugations at the edges shall at
10 cm from the edges.
400.00 Sqm 900.00 900.00 360000.00
DOORS/WINDOWS
1.22 10.11.1 : Providing and fixing
factory made ISI marked steel
glazed doors, windows and
ventilators, side/top/centre hung,
with beading and all members
such as F7D, F4B, K11B and K 12
B etc. complete of standard rolled
steel sections, joints mitred and
flash butt welded and sash bars
teNoned and riveted, including
providing and fixing of hinges,
pivots, including priming coat of
approved steel primer, but
excluding the cost of other fittings,
complete all as per approved
design, (sectional weight of only
steel members shall be measured
for payment).Fixing with 15x3 mm
lugs 10 cm long embedded in
cement concrete block 15x10x10
cm of C.C. 1:3:6 ( 1 Cement : 3
coarse sand: 6 graded stone
aggregate 20 mm Nominal size)
660.00 Kg 113.60 1.3725 155.92 102904.56
6 PART A TENDER SCHEDULE
7. 1.23 9.48.1 : Providing and fixing M.S.
Grills of required pattern in frames
of windows etc. with M.S. flats,
square or round bars etc. including
priming coat with approved steel
primer all complete.Fixed to steel
windows by welding
180.00 Kg 104.65 1.3725 143.63 25853.78
1.24 9.53 : Providing 40x5 mm flat iron
hold fast 20 cm long including
fixing to frame with 10 mm
diameter bolts, nuts and wooden
plugs and embeddings in cement
concrete block 30x10x15 cm 1:3:6
mix ( 1 cement : 3 coarse sand : 6
graded stone aggregate
Providing 40x5 mm flat iron hold
fast 40 cm long including fixing to
frame with 10 mm diameter bolts,
nuts and wooden plugs and
embeddings in cement concrete
block 30x10x15 cm 1:3:6 mix ( 1
cement : 3 coarse sand : 6 graded
stone aggregate 20 mm Nominal
size)
115.00 Each 118.60 1.3725 162.78 18719.53
1.25 10.30.1 : Providing & fixing glass
panes with putty and glazing clips
in steel doors, windows, clerestory
windows all complete with :4.0 mm
thick glass panes
165.11 Sqm 689.05 1.3725 945.72 156148.01
1.26 9.97.3 : Providing and fixing
aluminium tower bolts, ISI marked,
aNodised(aNodic coating Not less
than grade AC 10 as per : 1868),
transparent or dyed to required
colour or shade, with necessary
screws complete:200x10 mm
80.00 No 76.15 1.3725 104.52 8361.27
7 PART A TENDER SCHEDULE
8. 1.27 9.100.1 : Providing and fixing
aluminium handles, ISI marked,
aNodised (aNodic coating Not less
than grade AC 10 as per IS : 1868)
transparent or dyed to required
colour or shade, with necessary
screws etc. complete:125 mm
66.00 No 51.10 1.3725 70.13 4628.89
STEEL WORK
1.28 10.3 : Providing and fixing in
position collapsible steel shutters
with vertical channels 20x10x2 mm
and braced with flat iron diagonals
20x5 mm size, with top and bottom
rail of T-iron 40x40x6 mm, with 40
mm dia steel pulleys, complete
with bolts, nuts,locking
arrangement, stoppers, handles,
including applying a priming coat
of approved steel primer
8.81 Sqm 5360.65 1.3725 7357.49 64819.51
1.29 10.26.1 Providing and fixing hand
rail of approved size by welding
etc. to steel ladder railing, balcony
railing, staircase railing and similar
works, including applying priming
coat of approves steel primer.
M.S. tube
525.00 Kg 92.05 1.3725 126.34 66327.78
1.30 10.17 : Providing and fixing M.S.
fan clamp type I or II of 16 mm dia
M.S. bar, bent to shape with
hooked ends in R.C.C. slabs or
beams during laying, including
painting the exposed portion of
loop, all as per standard design
complete.Providing and fixing M.S.
fan clamp type I or II of 16 mm dia
M.S. bar, bent to shape with
hooked ends in R.C.C. slabs or
beams during laying, including
painting the exposed portion of
loop, all as per standard design
complete.
20.00 Each 112.15 1.3725 153.93 3078.52
FLOORING
8 PART A TENDER SCHEDULE
9. 1.31 11.3 : Cement concrete flooring
1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate)finished
with a floating coat of neat cement,
including cement slurry, but
excluding the cost of Nosing of
steps etc. complete.
11.3.1: 40 mm thick with 20 mm
Nominal size stone aggregate
300.00 Sqm 362.60 1.3725 497.67 149300.55
1.32 11.36 : Providing and fixing I st
quality ceramic glazed wall tiles
confoRming to IS : 15622
(thickness to be specified by the
manufacturer), of approved make,
in all colours, shades except
burgundy, bottle green, black of
any size as approved by Engineer -
in-Charge, in skirting, risers of
steps and dados, over 12 mm thick
bed of cement mortar 1:3 (1
cement : 3 coarse sand) and
jointing with grey cement slurry @
3.3 Kg per Sqm, including pointing
in white cement mixed with
pigment of matching shade
complete.
55.00 Sqm 744.80 1.3725 1022.24 56223.09
1.33 11.41.2 : Providing and laying
vitrified floor tiles in different sizes
(thickness to be specified by the
manufacturer) with water
absorption less than 0.08% and
confoRming to IS : 15622, of
approved make, in all colours and
shades, laid on 20 mm thick
cement mortar 1:4(1 cement : 4
coarse sand), including grouting
the joints with white cement and
matching pigments etc.,
complete.Size of Tile 600 x 600
mm.
298.25 Sqm 1119.40 1.3725 1536.38 458224.29
1.34 8.5 : Extra for providing opening
or required size & shape for wash
basin/kitchen sink in kitchen
platfoRm, vanity counter and
similar location in marble/granite/
stone work, including necessary
holes for pillar taps etc. including
moulding, rubbing and polishing of
cut edges etc. complete.
100.00 Each 427.95 1.3725 587.36 58736.14
9 PART A TENDER SCHEDULE
10. ALUMINUM WORK
25.7 : Designing, fabricating,
testing, installing and fixing in
position Curtain Wall
withAluminium Composite Panel
Cladding, with open grooves for
linear as well ascurvilinear portions
of the building , for all heights and
all levels etc. including:a)
Structural analysis & design and
preparation of shop drawings for
pressureequalisation or rain
screen principle as required,
proper drainage of water to makeit
watertight including checking of all
the structural and functional
design.b) Providing, fabricating
and supplying and fixing panels of
aluminium compositepanel
cladding in pan shape in metalic
colour of approved shades made
out of4mm thick aluminium
composite panel material
consisting of 3mm thick FR
grademineral core sandwiched
between two Alumini um sheets
(Each0.5mm thick). Thealuminium
composite panel cladding sheet
shall be coil coated, with
Kynar500based PVDF / Lumiflon
based fluoropolymer resin coating
of approved colourand shade on
face # 1 and polymer (Service)
coating on face # 2 as specified
usingstainless steel screws, nuts,
bolts, washers, cleats, weather
silicone sealant, backerrods etc.c)
The fastening brackets of
Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanisedwith serrations
and serrated washers to arrest the
wind load movement, fasteners,SS
316 Pins and anchor bolts of
approved make in SS 316, Nylon
separators toprevent bi-metallic
contacts all complete required to
perfoRm as per specificationand
drawing The item includes cost of
all material & labour component,
the cost ofall mock ups at site, cost
of all samples of the individual
components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
1.35 100.00 Sqm
10 PART A TENDER SCHEDULE
11. 3405.90 1.3725 4674.60 467459.78
out of4mm thick aluminium
composite panel material
consisting of 3mm thick FR
grademineral core sandwiched
between two Alumini um sheets
(Each0.5mm thick). Thealuminium
composite panel cladding sheet
shall be coil coated, with
Kynar500based PVDF / Lumiflon
based fluoropolymer resin coating
of approved colourand shade on
face # 1 and polymer (Service)
coating on face # 2 as specified
usingstainless steel screws, nuts,
bolts, washers, cleats, weather
silicone sealant, backerrods etc.c)
The fastening brackets of
Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanisedwith serrations
and serrated washers to arrest the
wind load movement, fasteners,SS
316 Pins and anchor bolts of
approved make in SS 316, Nylon
separators toprevent bi-metallic
contacts all complete required to
perfoRm as per specificationand
drawing The item includes cost of
all material & labour component,
the cost ofall mock ups at site, cost
of all samples of the individual
components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
11 PART A TENDER SCHEDULE
12. 1.45 21.1.1.2 : Providing and fixing
aluminium work for doors,
windows, ventilators and partitions
with extruded built up standard
tubular sections/ appropriate Z
sections and other sections of
approved make confoRming to IS :
733 and IS: 1285, fixing with dash
fasteners of required dia and size,
including necessary filling up the
gaps at junctions, i.e. at top,
bottom and sides with required
EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be
smooth, rust free, straight, mitred
and jointed mechanically wherever
required including cleat angle,
Aluminnium snap beading for
glazing /paneling, C.P. brass/
stainless steel screws, all complete
as per architectural drawings and
the directions of Engineer-in-
charge.(Glazing, paneling and
dash fasteners to be paid for
separately): For fixed portion
Powder coated aluminium
(minimum thickness of powder
coating 50 micron
200.00 Kg 384.50 1.3725 527.73 105545.25
1.46 50.12.4.1 Providing and fixing
false ceiling with 7.5 mm thick PVC
plain panel board ceiling of
approved quality in aluminium
frame work with necessary screws
etc complete (aluminium frame
work shall be paid separately)
250.00 Sqm 459.15 1.3725 630.18 157545.84
2.00 RESTUARENT BUILDING
EARTH WORK & PILE
2.01 2.32 : Clearing grass and removal
of the rubbish up to a distance of
50 m outside the periphery of the
area cleared.Clearing grass and
removal of the rubbish up to a
distance of 50 m outside the
periphery of the area cleared.
240.00 Sqm 3.65 1.3725 5.01 1202.31
12 PART A TENDER SCHEDULE
13. 2.02 20.1.3 Providing, driving and
installing driven cast-in-situ
reinforced cement concrete piles of
grade M-25 of specified diameter
and length below the pile cap, to
carry safe working load Not less
than specified, excluding the cost
of steel reinforcement but including
the cost of shoe and the length of
pile to be embedded in the pile cap
etc. all complete. (Length of pile for
payment shall be measured from
top of shoe to the bottom of pile
cap): 500 mm dia piles
250.00 Rm 2880.60 1.3725 3953.62 988405.88
CENTERING AND SHUTTURING
2.03 5.9.1 : Centering and shuttering
including strutting, etc. and
removal of foRm for:Foundations,
footings, bases of columns, etc for
mass concrete
80.00 Sqm 193.95 1.3725 266.20 21295.71
2.04 5.9.5 : Centering and shuttering
including strutting, etc. and
removal of foRm for:Lintels,
beams, plinth beams, girders
bressumers and cantilevers
125.98 Sqm 342.90 1.3725 470.63 59290.00
STEEL REINFORCEMENT
2.05 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth levelTheRmo -
Mechanically Treated bars of
grade Fe-500D or more
4500.00 Kg 56.60 1.3725 77.68 349575.75
2.06 5.22A.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete above plinth
level.TheRmo - Mechanically
Treated bars of grade Fe-500D or
more
1590.00 Kg 56.60 1.3725 77.68 123516.77
PCC
13 PART A TENDER SCHEDULE
14. 2.07 4.1.8 : Providing and laying in
position cement concrete of
specified grade excluding the cost
of centering and shuttering - All
work up to plinth level:1:4:8 (1
cement : 4 coarse sand : 8 graded
stone aggregate 40 Nominal size)
15.00 Cum 4478.15 1.3725 6146.26 92193.91
RCC
2.08 50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work up to plinth level
19.00 Cum 6446.45 1.3725 8847.75 168107.30
2.09 50.5.33.2 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
20.00 Cum 7250.05 1.3725 9950.69 199013.87
14 PART A TENDER SCHEDULE
15. 2.10 5.15 Providing, hoisting and
fixing up to floor five level precast
reinforced cement concrete in
lintels, beams and bressumers
including setting in cement mortar
1:3 (1 cement : 3 coarse sand),
cost of required centering and
shuttering but excluding the cost of
reinforcement with, 1:1.5:3 (1
cement : 1.5 coarse sand (Zone -
III) : 3 graded stone aggregate 20
mm Nominal size)
12.60 Cum 8683.55 1.3725 11918.17 150168.97
SOLID BLOCK MASONRY
2.11 50.6.1.2 : Solid block masonry
using pre cast solid blocks (Factory
made) of size 40x20x20cm or
nearest available size confiRming
to IS 2185 part I of 1979 for super
structure up to floor two level
thickness 20cm and above in: CM
1:6 ( 1 cement: 6 coarse sand) etc
complete.
22.67 Cum 4996.65 1.3725 6857.90 155468.64
2.12 50.6.1.7 Solid block masonry
using pre cast solid blocks (
Factory made) of size 40x20x15cm
or nearest available size
confiRming to IS 2185 part I of
1979 for foundation and plinth with
thickness 15 cm in : CM 1:6 ( 1
cement : 6 coarse sand ) etc
complete
13.90 Cum 4752.15 1.3725 6522.33 90660.33
PLASTERING
2.13 13.4.1 : 12 mm cement plaster
finished with a floating coat of neat
cement of mix: 1:4 ( 1 cement : 4
coarse sand)
475.96 Sqm 180.85 1.3725 248.22 118141.18
2.14 13.7.1 : 12 mm cement plaster
finished with a floating coat of neat
cement of mix:1:3 ( 1 cement : 3
fine sand)
475.96 Sqm 226.80 1.3725 311.28 148158.26
2.15 13.43.1 : Applying one coat of
water thinnable cement primer of
approved brand and manufacture
on wall surface:Water thinnable
cement primer
475.96 Sqm 36.95 1.3725 50.71 24137.78
15 PART A TENDER SCHEDULE
16. PAINTING
2.16 13.46.1 : Finishing walls with
Acrylic Smooth exterior paint of
required shade:New work (Two or
more coat applied @ 1.67 ltr/10
Sqm over and including priming
coat of exterior primer applied @
2.20 Kg/10 Sqm)
475.96 Sqm 96.05 1.3725 131.83 62745.15
2.17 13.80 Providing and applying white
cement based putty of average
thickness 1 mm,
of approved brand and
manufacturer, over the plastered
wall surface to prepare
the surface even and smooth
complete.
475.96 Sqm 87.35 1.3725 119.89 57061.83
2.18 13.60.1 : Wall painting with acrylic
emulsion paint of approved brand
and manufacture to give an even
shade:Two or more coats on new
work
475.96 Sqm 84.45 1.3725 115.91 55167.39
2.19 13.62.1 : Painting with synthetic
enamel paint of approved brand
and manufacture of required colour
to give an even shade:Two or
more coats on new work over an
under coat of suitable shade with
ordinary paint of approved brand
and manufacture .
475.96 Sqm 112.30 1.3725 154.13 73360.55
MEZZANINE FLOOR
2.20 OD : Manufacturing of mezzanine
column and platfoRm structure
with RS beams/channels, MS
plates and anchor bolts (composite
structure with shear strut) as per
design specifications applied with
one coat zinc chomate primer and
two coat of enamel paint
15025.00 Kg 140.00 140.00 2103500.00
16 PART A TENDER SCHEDULE
17. 2.21 OD : 0.93 M wide corrugated cold
foRm sheets of 0.80 mm thick and
50 mm rib height decking sheet
upto 7.20 m in length
manufactured from hot dipped zinc
coated high strength steel with
minimum 550 Mpa yield strength
and minimum zinc coating mass of
275 gm per m2 on both sides of
the street. The steel confiRms to
AS 1397 and BSEN 10147:2000.
Cross corrugation to be provided
by cutting out the corrugations and
placed at a maximum spacing of
50 cm centre to centre. the cross
corrugations at the edges shall at
10 cm from the edges.
300.00 Sqm 900.00 900.00 270000.00
2.21 10.17 : Providing and fixing M.S.
fan clamp type I or II of 16 mm dia
M.S. bar, bent to shape with
hooked ends in R.C.C. slabs or
beams during laying, including
painting the exposed portion of
loop, all as per standard design
complete.Providing and fixing M.S.
fan clamp type I or II of 16 mm dia
M.S. bar, bent to shape with
15.00 Each 112.15 1.3725 153.93 2308.89
DOORS/WINDOWS
17 PART A TENDER SCHEDULE
18. 2.22 10.11.1 : Providing and fixing
factory made ISI marked steel
glazed doors, windows and
ventilators, side/top/centre hung,
with beading and all members
such as F7D, F4B, K11B and K 12
B etc. complete of standard rolled
steel sections, joints mitred and
flash butt welded and sash bars
teNoned and riveted, including
providing and fixing of hinges,
pivots, including priming coat of
approved steel primer, but
excluding the cost of other fittings,
complete all as per approved
design, (sectional weight of only
steel members shall be measured
for payment).Fixing with 15x3 mm
lugs 10 cm long embedded in
cement concrete block 15x10x10
cm of C.C. 1:3:6 ( 1 Cement : 3
coarse sand: 6 graded stone
aggregate 20 mm Nominal size)
720.00 Kg 113.60 1.3725 155.92 112259.52
2.23 9.48.1 : Providing and fixing M.S.
Grills of required pattern in frames
of windows etc. with M.S. flats,
square or round bars etc. including
priming coat with approved steel
primer all complete.Fixed to steel
windows by welding
132.64 Kg 104.65 1.3725 143.63 19051.37
18 PART A TENDER SCHEDULE
19. 2.24 9.53 : Providing 40x5 mm flat iron
hold fast 20 cm long including
fixing to frame with 10 mm
diameter bolts, nuts and wooden
plugs and embeddings in cement
concrete block 30x10x15 cm 1:3:6
mix ( 1 cement : 3 coarse sand : 6
graded stone aggregate
Providing 40x5 mm flat iron hold
fast 40 cm long including fixing to
frame with 10 mm diameter bolts,
nuts and wooden plugs and
embeddings in cement concrete
block 30x10x15 cm 1:3:6 mix ( 1
cement : 3 coarse sand : 6 graded
stone aggregate 20 mm Nominal
size)
60.00 Each 118.60 1.3725 162.78 9766.71
2.25 10.30.1 : Providing & fixing glass
panes with putty and glazing clips
in steel doors, windows, clerestory
windows all complete with :4.0 mm
thick glass panes
109.65 Sqm 689.05 1.3725 945.72 103698.32
2.26 9.97.3 : Providing and fixing
aluminium tower bolts, ISI marked,
aNodised(aNodic coating Not less
than grade AC 10 as per : 1868),
transparent or dyed to required
colour or shade, with necessary
screws complete:200x10 mm
30.00 No 76.15 1.3725 104.52 3135.48
2.27 9.100.1 : Providing and fixing
aluminium handles, ISI marked,
aNodised (aNodic coating Not less
than grade AC 10 as per IS : 1868)
transparent or dyed to required
colour or shade, with necessary
screws etc. complete:125 mm
24.00 No 51.10 1.3725 70.13 1683.23
19 PART A TENDER SCHEDULE
20. 2.28 10.3 : Providing and fixing in
position collapsible steel shutters
with vertical channels 20x10x2 mm
and braced with flat iron diagonals
20x5 mm size, with top and bottom
rail of T-iron 40x40x6 mm, with 40
mm dia steel pulleys, complete
with bolts, nuts,locking
arrangement, stoppers, handles,
including applying a priming coat
of approved steel primer
1.00 Sqm 5360.65 1.3725 7357.49 7357.49
FLOORING
2.29 11.3.1 :Cement concrete flooring
1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate)finished
with a floating coat of neat cement,
including cement slurry, but
excluding the cost of Nosing of
steps etc. complete.
40 mm thick with 20 mm Nominal
size stone aggregate
400.00 Sqm 362.60 1.3725 497.67 199067.40
2.30 11.36 : Providing and fixing I st
quality ceramic glazed wall tiles
confoRming to IS : 15622
(thickness to be specified by the
manufacturer), of approved make,
in all colours, shades except
burgundy, bottle green, black of
any size as approved by Engineer -
in-Charge, in skirting, risers of
steps and dados, over 12 mm thick
bed of cement mortar 1:3 (1
cement : 3 coarse sand) and
jointing with grey cement slurry @
3.3 Kg per Sqm, including pointing
in white cement mixed with
pigment of matching shade
complete.
55.00 Sqm 744.80 1.3725 1022.24 56223.09
20 PART A TENDER SCHEDULE
21. 2.31 11.41.2 : Providing and laying
vitrified floor tiles in different sizes
(thickness to be specified by the
manufacturer) with water
absorption less than 0.08% and
confoRming to IS : 15622, of
approved make, in all colours and
shades, laid on 20 mm thick
cement mortar 1:4(1 cement : 4
coarse sand), including grouting
the joints with white cement and
matching pigments etc.,
complete.Size of Tile 600 x 600
mm.
350.00 Sqm 1119.40 1.3725 1536.38 537731.78
2.32 8.2.2.1 : Providing and fixing 18
mm thick gang saw cut, mirror,
polished, premoulded and
prepolished, machine cut for
kitchen platfoRms, vanity counters,
window sills, facias and similar
locations, of required size,
approved shade, colour and
texture laid over 20 mm thick base
cement mortar 1:4 ( 1 cement : 4
coarse sand), joints treated with
white cement, mixed with matching
pigment, epoxy touch ups,
including rubbing, curing, moulding
and polishing to edges to give high
gloss finish etc. complete at all
levels.
Granite of any colour and shade
Area of slab upto 0.50 Sqm
10.00 Sqm 3351.95 1.3725 4600.55 46005.51
2.33 8.5 Extra for providing opening or
required size & shape for wash
basin/kitchen sink in kitchen
platfoRm, vanity counter and
similar location in marble/granite/
stone work, including necessary
holes for pillar taps etc. including
moulding, rubbing and polishing of
cut edges etc. complete.
100.00 Each 427.95 1.3725 587.36 58736.14
ALUMINUM WORK
21 PART A TENDER SCHEDULE
22. 4674.60 560951.73
25.7: Designing, fabricating,
testing, installing and fixing in
position Curtain Wall
withAluminium Composite Panel
Cladding, with open grooves for
linear as well ascurvilinear portions
of the building , for all heights and
all levels etc. including:a)
Structural analysis & design and
preparation of shop drawings for
pressure equalisation or rain
screen principle as required,
proper drainage of water to makeit
watertight including checking of all
the structural and functional
design.b) Providing, fabricating
and supplying and fixing panels of
aluminium compositepanel
cladding in pan shape in metalic
colour of approved shades made
out of4mm thick aluminium
composite panel material
consisting of 3mm thick FR
grademineral core sandwiched
between two Alumini um sheets
(Each0.5mm thick). The aluminium
composite panel cladding sheet
shall be coil coated, with
Kynar500based PVDF / Lumiflon
based fluoropolymer resin coating
of approved colourand shade on
face # 1 and polymer (Service)
coating on face # 2 as specified
usingstainless steel screws, nuts,
bolts, washers, cleats, weather
silicone sealant, backerrods etc.c)
The fastening brackets of
Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanisedwith serrations
and serrated washers to arrest the
wind load movement, fasteners,SS
316 Pins and anchor bolts of
approved make in SS 316, Nylon
separators toprevent bi-metallic
contacts all complete required to
perfoRm as per specificationand
drawing The item includes cost of
all material & labour component,
the cost ofall mock ups at site, cost
of all samples of the individual
components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
composite panel cladding till the
handing over of the building
foroccupation. Base frame work for
2.34 120.00 Sqm 3405.90 1.3725
22 PART A TENDER SCHEDULE
23. components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
composite panel cladding till the
handing over of the building
foroccupation. Base frame work for
ACP cladding is payable under the
relevantaluminium item.s The
Contractor shall provide curtain
wall with aluminiumcomposite
panel cladding, having all the
perfoRmance characteristics all
complete, as per the Architectural
drawings, as per item description,
as specified, as per theapproved
shop drawings and as directed by
the Engineer-in-Charge.However,
for the purpose of payment, only
the actual area on the external
face ofthe curtain wall with
Aluminum Composite Panel
Cladding (including width
ofgroove) shall be measured in
Sqm. up to two decimal places.
23 PART A TENDER SCHEDULE
24. 2.35 21.1.1.2 : Providing and fixing
aluminium work for doors,
windows, ventilators and partitions
with extruded built up standard
tubular sections/ appropriate Z
sections and other sections of
approved make confoRming to IS :
733 and IS: 1285, fixing with dash
fasteners of required dia and size,
including necessary filling up the
gaps at junctions, i.e. at top,
bottom and sides with required
EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be
smooth, rust free, straight, mitred
and jointed mechanically wherever
required including cleat angle,
Aluminnium snap beading for
glazing /paneling, C.P. brass/
stainless steel screws, all complete
as per architectural drawings and
the directions of Engineer-in-
charge.(Glazing, paneling and
dash fasteners to be paid for
separately):
For fixed portion Powder coated
aluminium (minimum thickness of
powder coating 50 micron
150.00 Kg 384.50 1.3725 527.73 79158.94
2.36 50.12.4.1 Providing and fixing
false ceiling with 7.5 mm thick PVC
plain panel board ceiling of
approved quality in aluminium
frame work with necessary screws
etc complete (aluminium frame
work shall be paid separately)
200.00 Sqm 459.15 1.3725 630.18 126036.68
3.00 BUILDING OUTER
3.01 2.32 : Clearing grass and removal
of the rubbish up to a distance of
50 m outside the periphery of the
area cleared.Clearing grass and
removal of the rubbish up to a
distance of 50 m outside the
periphery of the area cleared.
4420.00 Sqm 3.65 1.3725 5.01 22142.54
24 PART A TENDER SCHEDULE
25. 3.02 51.2.3 Filling with Quarry Muck
Filling up low lying and water
logged areas with local material/
quarry muck, spreading in layers,
leveling the top at site and
consolidation by ramming, etc
complete for improving the CBR
value of subgrade
1286.00 Cum 886.30 886.30 1139781.80
3.03 16.68 Providing and laying 60 mm
thick factory made cement
concrete interlocking paver block
(Compressive Strength Not less
than 450Kg/cm2) of M - 30 grade
made by block making machine
with strong vibratory compaction,
of approved size, design & shape,
laid in required colour and pattern
over and including 50 mm thick
compacted bed of coarse sand,
filling the joints with fine sand etc.
all complete as per the direction of
Engineer-in-charge.
1191.26 Sqm 615.70 1.3725 845.05 1006672.18
3.04 Providing and laying 80 mm thick
factory made cement concrete
interlocking paver block
(Compressive Strength Not less
than 550Kg/cm2) of M - 30 grade
made by block making machine
with strong vibratory compaction,
of approved size, design & shape,
laid in required colour and pattern
over and including 50 mm thick
compacted bed of coarse sand,
filling the joints with fine sand etc.
all complete as per the direction of
Engineer-in-charge.
2256.00 Sqm 1200.00 1200.00 2707200.00
3A.DRAINAGE
25 PART A TENDER SCHEDULE
26. 3A.01 2.6.1 : Earth work in excavation by
mechanical means (Hydraulic
excavator)/manual means over
areas (exceeding 30 cm in depth,
1.5 m in width as well as 10 Sqm
on plan) including disposal of
excavated earth, lead up to 50 m
and lift up to 1.5 m, disposed earth
to be levelled and neatly dressed.
All kinds of soil
145.00 Cum 125.95 1.3725 172.87 25065.62
3A.03 5.9.2 Centering and shuttering
including strutting, etc. and
removal of foRm for Walls (any
thickness) including attached
pilasters, butteresses, plinth and
string courses etc.
870.00 Sqm 378.60 1.3725 519.63 452076.80
3A.04 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth level
TheRmo - Mechanically Treated
bars of grade Fe-500D or more
1050.00 Kg 56.60 1.3725 77.68 81567.68
Providing and laying in position
specified grade of reinforced
cement concrete, excluding the
cost of centering, shuttering,
finishing and reinforcement - All
work up to plinth level:
5.1.2 1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20
mm Nominal size
50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
3A.02 108.00 Cum 6215.35 1.3725 8530.57 921301.33
26 PART A TENDER SCHEDULE
27. 3A.05 Providing and laying cement
concrete 1:5:10 (1 cement : 5
coarse sand : 10 graded stone
aggregate 40 mm Nominal size) all
- round S.W. pipes including bed
concrete as per standard design:
19.2.4 250 mm diameter S.W.
pipe.
145.00 M 1027.00 2.3725 2436.56 353300.84
3A.06 13.4.1 : 12 mm cement plaster
finished with a floating coat of neat
cement of mix:1:4 ( 1 cement : 4
coarse sand)
480.00 Sqm 180.85 1.3725 248.22 119143.98
3B.KERB
3B.01 2.6.1 : Earth work in excavation by
mechanical means (Hydraulic
excavator)/manual means over
areas (exceeding 30 cm in depth,
1.5 m in width as well as 10 Sqm
on plan) including disposal of
excavated earth, lead up to 50 m
and lift up to 1.5 m, disposed earth
to be levelled and neatly dressed.
All kinds of soil
64.00 Cum 125.95 1.3725 172.87 11063.45
8530.57 1569624.49
3B.02 184.00
Providing and laying in position
specified grade of reinforced
cement concrete, excluding the
cost of centering, shuttering,
finishing and reinforcement - All
work up to plinth level:
5.1.2 1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20
mm Nominal size
50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
Cum 6215.35 1.3725
27 PART A TENDER SCHEDULE
28. 3B.03 5.9.2 Centering and shuttering
including strutting, etc. and
removal of foRm for Walls (any
thickness) including attached
pilasters, butteresses, plinth and
string courses etc.
717.60 Sqm 378.60 1.3725 519.63 372885.41
3B.04 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth level
TheRmo - Mechanically Treated
bars of grade Fe-500D or more
7300.00 Kg 56.60 1.3725 77.68 567089.55
3B.05 13.4.1 : 12 mm cement plaster
finished with a floating coat of neat
cement of mix: 1:4 ( 1 cement : 4
coarse sand)
187.00 Sqm 180.85 1.3725 248.22 46416.51
3C.KIOSK
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work up to plinth level
28 PART A TENDER SCHEDULE
29. 3C.01 2.32 : Clearing grass and removal
of the rubbish up to a distance of
50 m outside the periphery of the
area cleared.Clearing grass and
removal of the rubbish up to a
distance of 50 m outside the
periphery of the area cleared.
76.23 Sqm 3.65 1.3725 5.01 381.88
3C.02 2.6.1 : Earth work in excavation by
mechanical means (Hydraulic
excavator)/manual means over
areas (exceeding 30 cm in depth,
1.5 m in width as well as 10 Sqm
on plan) including disposal of
excavated earth, lead up to 50 m
and lift up to 1.5 m, disposed earth
to be levelled and neatly dressed.
All kinds of soil
13.75 Cum 125.95 1.3725 172.87 2376.91
3C.03 5.9.2 Centering and shuttering
including strutting, etc. and
removal of foRm for Walls (any
thickness) including attached
pilasters, butteresses, plinth and
string courses etc.
13.86 Sqm 378.60 1.3725 519.63 7202.05
29 PART A TENDER SCHEDULE
30. 3C.05 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth level
TheRmo - Mechanically Treated
bars of grade Fe-500D or more
87.00 Kg 56.60 1.3725 77.68 6758.46
3C.04 Providing and laying in position
specified grade of reinforced
cement concrete, excluding the
cost of centering, shuttering,
finishing and reinforcement - All
work up to plinth level:
5.1.2 1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20
mm Nominal size
50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work up to plinth level
22.00 Cum 6215.35 1.3725 8530.57 187672.49
30 PART A TENDER SCHEDULE
31. 3C.06 10.11.1 : Providing and fixing
factory made ISI marked steel
glazed doors, windows and
ventilators, side/top/centre hung,
with beading and all members
such as F7D, F4B, K11B and K 12
B etc. complete of standard rolled
steel sections, joints mitred and
flash butt welded and sash bars
teNoned and riveted, including
providing and fixing of hinges,
pivots, including priming coat of
approved steel primer, but
excluding the cost of other fittings,
complete all as per approved
design, (sectional weight of only
steel members shall be measured
for payment).Fixing with 15x3 mm
lugs 10 cm long embedded in
cement concrete block 15x10x10
cm of C.C. 1:3:6 ( 1 Cement : 3
coarse sand: 6 graded stone
aggregate 20 mm Nominal size)
1110.00 Kg 113.60 1.3725 155.92 173066.76
3C.07 9.48.1 : Providing and fixing M.S.
Grills of required pattern in frames
of windows etc. with M.S. flats,
square or round bars etc. including
priming coat with approved steel
primer all complete.Fixed to steel
windows by welding
132.64 Kg 104.65 1.3725 143.63 19051.37
31 PART A TENDER SCHEDULE
32. 3C.08 9.53 : Providing 40x5 mm flat iron
hold fast 20 cm long including
fixing to frame with 10 mm
diameter bolts, nuts and wooden
plugs and embeddings in cement
concrete block 30x10x15 cm 1:3:6
mix ( 1 cement : 3 coarse sand : 6
graded stone aggregate
Providing 40x5 mm flat iron hold
fast 40 cm long including fixing to
frame with 10 mm diameter bolts,
nuts and wooden plugs and
embeddings in cement concrete
block 30x10x15 cm 1:3:6 mix ( 1
cement : 3 coarse sand : 6 graded
stone aggregate 20 mm Nominal
size)
60.00 Each 118.60 1.3725 162.78 9766.71
3C.09 10.30.1 : Providing & fixing glass
panes with putty and glazing clips
in steel doors, windows, clerestory
windows all complete with :4.0 mm
thick glass panes
109.65 Sqm 689.05 1.3725 945.72 103698.32
3C.10 9.97.3 : Providing and fixing
aluminium tower bolts, ISI marked,
aNodised(aNodic coating Not less
than grade AC 10 as per : 1868),
transparent or dyed to required
colour or shade, with necessary
screws complete:200x10 mm
30.00 No 76.15 1.3725 104.52 3135.48
3C.11 Steel work in built up tubular
(round, square or rectangular
hollow tubes etc.) trusses etc.,
including cutting, hoisting, fixing
position and applying a priming
coat of approved steel primer,
including welding and bolted with
special shaped washers etc.
complete.
10.16.1 Hot finished welded type
tubes
188.00 Kg 90.25 1.3725 123.87 23287.21
32 PART A TENDER SCHEDULE
33. 3C.12 9.100.1 : Providing and fixing
aluminium handles, ISI marked,
aNodised (aNodic coating Not less
than grade AC 10 as per IS : 1868)
transparent or dyed to required
colour or shade, with necessary
screws etc. complete:125 mm
24.00 No 51.10 1.3725 70.13 1683.23
3C.13 10.3 : Providing and fixing in
position collapsible steel shutters
with vertical channels 20x10x2 mm
and braced with flat iron diagonals
20x5 mm size, with top and bottom
rail of T-iron 40x40x6 mm, with 40
mm dia steel pulleys, complete
with bolts, nuts,locking
arrangement, stoppers, handles,
including applying a priming coat
of approved steel primer
67.20 Sqm 5360.65 1.3725 7357.49 494423.47
3D.COMPOUND WALL
33 PART A TENDER SCHEDULE
34. 685483.01
25.7 Designing, fabricating,
testing, installing and fixing in
position Curtain Wall
withAluminium Composite Panel
Cladding, with open grooves for
linear as well ascurvilinear portions
of the building , for all heights and
all levels etc. including:a)
Structural analysis & design and
preparation of shop drawings for
pressure equalisation or rain
screen principle as required,
proper drainage of water to makeit
watertight including checking of all
the structural and functional
design.b) Providing, fabricating
and supplying and fixing panels of
aluminium compositepanel
cladding in pan shape in metalic
colour of approved shades made
out of4mm thick aluminium
composite panel material
consisting of 3mm thick FR
grademineral core sandwiched
between two Alumini um sheets
(Each0.5mm thick). Thealuminium
composite panel cladding sheet
shall be coil coated, with
Kynar500based PVDF / Lumiflon
based fluoropolymer resin coating
of approved colourand shade on
face # 1 and polymer (Service)
coating on face # 2 as specified
usingstainless steel screws, nuts,
bolts, washers, cleats, weather
silicone sealant, backerrods etc.c)
The fastening brackets of
Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanisedwith serrations
and serrated washers to arrest the
wind load movement, fasteners,SS
316 Pins and anchor bolts of
approved make in SS 316, Nylon
separators toprevent bi-metallic
contacts all complete required to
perfoRm as per specificationand
drawing The item includes cost of
all material & labour component,
the cost ofall mock ups at site, cost
of all samples of the individual
components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
composite panel cladding till the
handing over of the building
foroccupation. Base frame work for
146.64 Sqm 3405.90 1.3725 4674.60
3D.01
34 PART A TENDER SCHEDULE
35. (Each0.5mm thick). Thealuminium
composite panel cladding sheet
shall be coil coated, with
Kynar500based PVDF / Lumiflon
based fluoropolymer resin coating
of approved colourand shade on
face # 1 and polymer (Service)
coating on face # 2 as specified
usingstainless steel screws, nuts,
bolts, washers, cleats, weather
silicone sealant, backerrods etc.c)
The fastening brackets of
Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanisedwith serrations
and serrated washers to arrest the
wind load movement, fasteners,SS
316 Pins and anchor bolts of
approved make in SS 316, Nylon
separators toprevent bi-metallic
contacts all complete required to
perfoRm as per specificationand
drawing The item includes cost of
all material & labour component,
the cost ofall mock ups at site, cost
of all samples of the individual
components for testing inan
approved laboratory, field tests on
the assembled working curtain wall
with aluminium composite panel
cladding, cleaning and protection
of the curtain wallwith aluminium
composite panel cladding till the
handing over of the building
foroccupation. Base frame work for
ACP cladding is payable under the
relevantaluminium item.s The
Contractor shall provide curtain
wall with aluminiumcomposite
panel cladding, having all the
perfoRmance characteristics all
complete, as per the Architectural
drawings, as per item description,
as specified, as per theapproved
shop drawings and as directed by
the Engineer-in-Charge.However,
for the purpose of payment, only
the actual area on the external
face ofthe curtain wall with
Aluminum Composite Panel
Cladding (including width
ofgroove) shall be measured in
Sqm. up to two decimal places.
35 PART A TENDER SCHEDULE
36. 3D.02 11.36 Providing and fixing Ist
quality ceramic glazed wall tiles
confoRming to IS: 15622
(thickness to be specified by the
manufacturer), of approved make,
in all colours,
shades except burgundy, bottle
green, black of any size as
approved by Engineerin-
Charge, in skirting, risers of steps
and dados, over 12 mm thick bed
of cement
mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey
cement slurry @
127.55 Sqm 744.80 1.3725 1022.24 130386.46
3D.03 50.10.2: Steel work for
purlin/single section with G I pipes
including cutting, hoisting, fixing in
position and applying a priming
coat of approved steel primer,
including welding and bolted with
special shaped washers etc.
complete
2840.05 Kg 81.55 1.3725 111.93 317879.34
of the curtain wallwith aluminium
composite panel cladding till the
handing over of the building
foroccupation. Base frame work for
ACP cladding is payable under the
relevantaluminium item.s The
Contractor shall provide curtain
wall with aluminiumcomposite
panel cladding, having all the
perfoRmance characteristics all
complete, as per the Architectural
drawings, as per item description,
as specified, as per theapproved
shop drawings and as directed by
the Engineer-in-Charge.However,
for the purpose of payment, only
the actual area on the external
face ofthe curtain wall with
Aluminum Composite Panel
Cladding (including width
ofgroove) shall be measured in
Sqm. up to two decimal places.
36 PART A TENDER SCHEDULE
37. 3D.04 7.1.1 Random rubble masonry with
hard stone in foundation and plinth
including
levelling up with cement concrete
1:6:12 (1 cement : 6 coarse sand :
12 graded
stone aggregate 20 mm Nominal
size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6
coarse sand)
2.50 Cum 3965.85 1.3725 5443.13 13607.82
3D.05 6.1.1 Brick work with common
burnt clay Non modular bricks of
class designation 7.5 in
foundation and plinth in:
Cement mortar 1:4 (1 cement : 4
coarse sand)
29.31 4970.30 1.3725 6821.74 199945.10
4.00 BUS WAITING SHED
4.01 20.1.3 : Providing, driving and
installing driven cast-in-situ
reinforced cement concrete piles of
grade M-25 of specified diameter
and length below the pile cap, to
carry safe working load Not less
than specified, excluding the cost
of steel reinforcement but including
the cost of shoe and the length of
pile to be embedded in the pile cap
etc. all complete. (Length of pile for
payment shall be measured from
top of shoe to the bottom of pile
cap): 500 mm dia piles
204.00 Rm 2880.60 1.3725 3953.62 806539.19
4.02 4.1.8 : Providing and laying in
position cement concrete of
specified grade excluding the cost
of centering and shuttering - All
work up to plinth level:1:4:8 (1
cement : 4 coarse sand : 8 graded
stone aggregate 40 Nominal size)
4.36 Cum 4478.15 1.3725 6146.26 26797.70
37 PART A TENDER SCHEDULE
38. 4.03 50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
payable or recoverable separately.
All work up to plinth level
38.00 Cum 6446.45 1.3725 8847.75 336214.60
4.04 5.9.1 : Centering and shuttering
including strutting, etc. and
removal of foRm for:Foundations,
footings, bases of columns, etc for
mass concrete
400.00 Sqm 193.95 1.3725 266.20 106478.55
4.05 5.22.6 : Steel reinforcement for
R.C.C work including
straightening, cutting, bending,
placing in position and binding all
complete upto plinth levelTheRmo -
Mechanically Treated bars of
grade Fe-500D or more
3480.00 Kg 56.60 1.3725 77.68 270338.58
4.06 OD : Design, Supply and
Installation of welded tubular
space frame roof structure ,
cutting, hoisting, fixing in position
and applying a priming coat of
approved steel primer and two
coat of enamel paint.
71450.00 Kg 160.00 160.00 11432000.00
38 PART A TENDER SCHEDULE
39. 4.07 12.50: Providing and fixing
precoated galvanised iron profile
sheets (size, shape and pitch of
corrugation as approved by
Engineer-in-charge) 0.50 mm
(+0.05%), total coated thickness
with zinc coating 120 grams per
Sqm as per IS: 277, in 240 mpa
steel grade, 5-7 microns epoxy
primer on both side of the sheet
and polyester top coat 15-18
microns. Sheet should have
protective guard film of 25 microns
minimum to avoid scratches during
transportation and should be
supplied in single length upto 12
metre or as desired by Engineer-in-
charge. The sheet shall be fixed
using self drilling/self tapping
screws of size (5.5x55mm) with
EPDM seal, complete upto any
pitch in horizontal/ vertical or
curved surfaces, excluding the
cost of purlins, rafters and trusses
and including cutting to size and
shape wherever required.
2110.00 Sqm 550.40 1.3725 755.42 1593944.64
39 PART A TENDER SCHEDULE
40. 4.08 12.47.1: Providing & fixing UV
stabilised fibre glass reinforced
plastic sheet rooting up to any
pitch, including fixing with polymer
coated 'J' or 'L' hooks, bolts & nuts
8 mm dia G.I plain/ bitumen
washers complete but excluding
the cost of purlins, rafters, trusses
etc. The sheets shall be
manufactured out of 2400 TEX
panel rovings incorporating
minimum 0.3% ultra-violet
stabiliser in resin system under
approxirnately 2400 psi and hot
cured. They shall be of unifoRm
pigmentation and thickness without
air pockets and shall confoRm to
IS 10192 and IS 12866. The
sheets shall be opaque or
translucent, clear or pigmented,
textured or smooth as specified.
2 mm thick corrugate 2.5"or 4.2" or
6") or step-down (2' or 3" or 6") as
specified
180.00 Sqm 989.50 1.3725 1358.09 244455.98
5.00 WAITING SHED
5.01 2.32 : Clearing grass and removal
of the rubbish up to a distance of
50 m outside the periphery of the
area cleared.Clearing grass and
removal of the rubbish up to a
distance of 50 m outside the
periphery of the area cleared.
150.00 Sqm 3.65 1.3725 5.01 751.44
5.02 2.6.1 : Earth work in excavation by
mechanical means (Hydraulic
excavator)/manual means over
areas (exceeding 30 cm in depth,
1.5 m in width as well as 10 Sqm
on plan) including disposal of
excavated earth, lead up to 50 m
and lift up to 1.5 m, disposed earth
to be levelled and neatly dressed.
All kinds of soil
96.00 Cum 125.95 1.3725 172.87 16595.17
40 PART A TENDER SCHEDULE
41. 5.03 5.9.2 Centering and shuttering
including strutting, etc. and
removal of foRm for:
Walls (any thickness) including
attached pilasters, butteresses,
plinth and string courses etc.
192.00 Sqm 378.60 1.3725 519.63 99768.67
5.04 4.1.8 : Providing and laying in
position cement concrete of
specified grade excluding the cost
of centering and shuttering - All
work up to plinth level:1:4:8 (1
cement : 4 coarse sand : 8 graded
stone aggregate 40 Nominal size)
7.20 Cum 4478.15 1.3725 6146.26 44253.08
5.05 Providing and laying in position
specified grade of reinforced
cement concrete, excluding the
cost of centering, shuttering,
finishing and reinforcement - All
work up to plinth level:
5.1.2 1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20
mm Nominal size
50.5.33.1 Providing and laying in
position machine batched and
machine mixed design mix M- 20
grade cement concrete for
reinforced cement concrete work,
using cement content as per
approved design mix, including
pumping of concrete to site of
laying but excluding the cost of
centering, shuttering, finishing and
reinforcement, including
admixtures in recommended
proportions as per IS: 9103 to
accelerate, retard setting of
concrete, improve workability
without impairing strength and
durability as per direction of
Engineer-in-charge.Note: Cement
content considered in this item is
@ 330 Kg/ Cum. Excess or less
cement used as per design mix is
16.00 Cum 6215.35 1.3725 8530.57 136489.09
41 PART A TENDER SCHEDULE
42. 5.06 OD : Manufacturing of mezzanine
column and platfoRm structure
with RS beams/channels, MS
plates and anchor bolts (composite
structure with shear strut) as per
design specifications applied with
one coat zinc chomate primer and
two coat of enamel paint
6100.00 Kg 140.00 140.00 854000.00
5.07 OD : 0.93 M wide corrugated cold
foRm sheets of 0.80 mm thick and
50 mm rib height decking sheet
upto 7.20 m in length
manufactured from hot dipped zinc
coated high strength steel with
minimum 550 Mpa yield strength
and minimum zinc coating mass of
275 gm per m2 on both sides of
the street. The steel confiRms to
AS 1397 and BSEN 10147:2000.
Cross corrugation to be provided
by cutting out the corrugations and
placed at a maximum spacing of
50 cm centre to centre. the cross
corrugations at the edges shall at
10 cm from the edges.
135.00 Sqm 900.00 900.00 121500.00
5.08 OD: Supply and fixing of gutter
using 0.40mm thick galvalume
plain sheet and painted MS angle
clamps.
380.00 Rm 800.00 304000.00
446,28,080.21
Part A Total Amount
42 PART A TENDER SCHEDULE
43. SL.
NO ITEM DESCRIPTION UNIT
QUAN
TITY RATE AMOUNT
I POINT WIRING (RAW POWER)
A Short Point Wiring (Below 10 meter)
1 Light Points: Supply and Installing 20mm ISI grade rigid PVC
conduit open on Steel structure ceiling with all
accessories(Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, testing and commissioning.(Maximum distance to
every secondary point is 5meter.)
a One light point controlled by one No. 6A SP switch. Nos. 55 702.00 38,610.00
b Two light points controlled by one No. 6A SP switch. Nos. 9 820.00 7,380.00
c One exhaust fan point controlled by one No. 6A SP switch. Nos. 18 702.00 12,636.00
d LED strip light point controlled by one No. 6A SP switch Nos. 4 702.00 2,808.00
2 Fan points: Supply and Installing 20mm ISI grade rigid PVC
conduit and SS hook open on Steel structure ceiling with all
accessories (Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, Electronic step type regulator, testing and
commissioning.
Nos. 17 702.00 11,934.00
3 ELV SOCKETS:
a RJ45 SOCKET – INTERNET:Supply and Installation of
modular type RJ45 socket fixing on concealed MS box, testing
and commissioning.
Nos. 24 500.00 12,000.00
b RJ11 SOCKET-TELEPHONE : Supply and Installation of
RJ11 telephone socket fixing on concealed MS box, testing
and commissioning..
Nos. 12 550.00 6,600.00
4 POWER SOCKETS:
a Supply and Installation of 3pin 6A modular socket outlet
concealed in wall controlled by one No. 6A SP modular switch
at combined position including MS module box , Front plate,
Cover plate and switch, Testing and commissioning.
Nos. 32 313.00 10,016.00
b Supply and Installation of 3pin 6A modular socket outlet
concealed in wall controlled by one No. 6A SP modular switch
at independent position including MS module box , Front
plate, Cover plate and switch, Testing and commissioning.
Nos. 16 390.00 6,240.00
PART B
1 PART B TENDER SCHEDULE
44. c Supply and Installation of 3pin 16/6A modular socket outlet
concealed in wall controlled by one No. 16A SP modular
switch at combined position including MS module box , Front
plate, Cover plate and switch, Testing and commissioning.
Nos. 14 406.00 5,684.00
d Supply and Installation of 3pin 16/6A modular socket outlet
on steel column, controlled by one No. 16A SP modular
switch at independent position including PVC module box ,
Front plate, Cover plate and switch, Testing and
commissioning.
Nos. 8 520.00 4,160.00
e Supply and Installation of 3pin 20/16A modular socket outlet
concealed in wall controlled by one No. 20A SP modular
switch at combined position including MS module box , Front
plate, Cover plate and switch, Testing and commissioning.
Nos. 2 650.00 1,300.00
f Supply and Installation of 3pin 32A modular socket outlet
concealed in wall controlled by one No. 32A SP modular
switch at independent position including MS module box ,
Front plate, Cover plate and switch, Testing and
commissioning.
Nos. 4 780.00 3,120.00
B Long Point Wiring (Above 10meter)
1 Light Points: Supply and Installing 20mm ISI grade rigid PVC
conduit open on Steel structure ceiling with all
accessories(Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, testing and commissioning.(Maximum distance to
every secondary point is 5meter.)
a Two light points controlled by one No. 6A SP switch. Nos. 16 1,340.00 21,440.00
b LED strip light point controlled by one No. 6A SP switch Nos. 6 950.00 5,700.00
2 Fan points: Supply and Installing 20mm ISI grade rigid PVC
conduit and SS hook open on Steel structure ceiling with all
accessories (Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, Electronic step type regulator, testing and
commissioning.
Nos. 9 850.00 7,650.00
3 CIRCUIT MAIN WIRING
a Supply and Installing 20mm ISI grade rigid PVC Conduit open
on steel structure ceiling with all accessories.
Mtrs. 300 21.00 6,300.00
b Supply and Installing 20mm ISI grade rigid PVC Conduit
concealed in wall with accessories.
Mtrs. 200 31.00 6,200.00
c Supply and Carrying out circuit main wiring from DB using
4.0 sq.mm PVC insulated stranded FRLS single core copper
conductor wires for phase & neutral along with 2.5sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
testing and commissioning.
Mtrs. 150 130.00 19,500.00
2 PART B TENDER SCHEDULE
45. d Supply and Carrying out circuit main wiring from DB using
2.5 sq.mm PVC insulated stranded FRLS single core copper
conductor wires for phase & neutral along with 1.5sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
testing and commissioning.
Mtrs. 500 75.00 37,500.00
4 SUB CIRCUIT WIRING
a Supply and Installing 20mm ISI grade rigid PVC Conduit open
on steel structure ceiling with all accessories.
Mtrs. 180 21.00 3,780.00
b Supply and Installing 20mm ISI grade rigid PVC Conduit
concealed in wall with accessories.
Mtrs. 100 31.00 3,100.00
c Supply and Carrying out circuit main wiring from DB using
1.5 sq.mm PVC insulated stranded FRLS single core copper
conductor wires for phase & neutral along with 1.0sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
testing and commissioning.
Mtrs. 350 50.00 17,500.00
II EMERGENCY UPS POINT WIRING
A Short Point Wiring(Below 10 meter)
1 Light Points: Supply and Installing 20mm ISI grade rigid PVC
conduit open on Steel structure ceiling with all
accessories(Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, testing and commissioning.(Maximum distance to
every secondary point is 5meter.)
a One light point controlled by one No.6A SP switch Nos. 8 702.00 5,616.00
b Two light points controlled by one No.6A SP switch Nos. 4 820.00 3,280.00
2 POWER SOCKETS:
a Supply and Installation of 3pin 6A modular socket outlet
concealed in wall controlled by one No. 6A SP modular switch
at combined position including MS module box , Front plate,
Cover plate and switch, Testing and commissioning.
Nos. 44 313.00 13,772.00
B Long Point Wiring (Above 10 meter)
1 Light Points: Supply and Installing 20mm ISI grade rigid PVC
conduit open on Steel structure ceiling with all
accessories(Conduit drops in walls to be concealed) and
carrying out wiring using 1.5 sq mm PVC insulated FRLS
single core copper conductor wires, for phase& neutral along
with 1 sq.mm PVC insulated FRLS single core copper
conductor wire for earth, 5A modular type switches, MS box
front plate, testing and commissioning.(Maximum distance to
every secondary point is 5meter.)
a Two light points controlled by one No. 6A SP switch Nos. 2 1,340.00 2,680.00
b Four light points controlled by one No. 6A SP switch. Nos. 2 950.00 1,900.00
3 PART B TENDER SCHEDULE
46. 2 2 WAY LIGHT WIRING: Supply and Installing 20mm ISI grade
rigid PVC Conduit open on steel structure ceiling (Conduit
drops in wall to be concealed) with accessories and carrying
out wiring for 2 way switch for 1no. light fitting using 1.5
sq.mm PVC insulated stranded FRLS single core copper
conductor wires, for phase& neutral along with 1sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
5A modular type 2way switches, MS box, front plate etc.
testing and commissioning.
No.
1
1,094.00 1,094.00
3 CIRCUIT MAIN WIRING:
a Supply and Installing 20mm ISI grade rigid PVC Conduit open
on steel structure ceiling with all accessories. Mtrs.
100
21.00 2,100.00
b Supply and Installing 20mm ISI grade rigid PVC Conduit
concealed in wall with accessories. Mtrs.
50
31.00 1,550.00
c Supply and Carrying out circuit main wiring from DB using
2.5 sq.mm PVC insulated stranded FRLS single core copper
conductor wires for phase & neutral along with 1.5sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
testing and commissioning.
Mtrs.
180
75.00 13,500.00
4 SUB CIRCUIT WIRING
a Supply and Installing 20mm ISI grade rigid PVC Conduit open
on steel structure ceiling with all accessories.
Mtrs.
70
21.00 1,470.00
b Supply and Installing 20mm ISI grade rigid PVC Conduit
concealed in wall with accessories.
Mtrs.
50
31.00 1,550.00
c Supply and Carrying out circuit main wiring from DB using
1.5 sq.mm PVC insulated stranded FRLS single core copper
conductor wires for phase & neutral along with 1.0sq.mm PVC
insulated FRLS single core copper conductor wire for earth,
testing and commissioning.
Mtrs.
130
50.00 6,500.00
III CABLING IN EXTERNAL & WAITING SHELETER:
1
Supply and Installing 20mm ISI grade rigid PVC Conduit open
on steel structure ceiling with all accessories.
Mtrs.
1,000
21.00 21,000.00
2 Supply and Installing 20mm ISI grade rigid PVC Conduit
concealed in wall with accessories.
Mtrs.
80
31.00 2,480.00
3 Supply and laying 20mm ISI grade rigid PVC Conduit burried
in ground including escavation.
Mtrs.
800
31.00 24,800.00
4 Supply and laying 50mm ISI grade rigid PVC pipe(6 kg)
burried in ground including escavation.
Mtrs.
400
85.00 34,000.00
5 Supply and Laying of following cables through existing 20mm
PVC Conduits:
a 3Core 2.5 SQMM PVC Insulated Flexible Copper Cable Mtrs. 1,250 115.00 143,750.00
b 3Core 1.5 SQMM PVC Insulated Flexible Copper Cable Mtrs. 300 80.00 24,000.00
6 Supply and Laying of following cables through existing 50mm
PVC pipes:
a 3Core 6 SQMM PVC Insulated Armoured Copper Cable Mtrs. 450 250.00 112,500.00
4 PART B TENDER SCHEDULE
47. 7 Supply and Carrying out pointy wiring from External DB to
flood light junction boxes using 2.5 sq.mm PVC insulated
stranded FRLS single core copper conductor wires for phase
& neutral along with 1.5sq.mm PVC insulated FRLS single
core copper conductor wire for earth, testing and
commissioning.
Mtrs. 1,200 75.00 90,000.00
8 Supply and Installing outdoor SMC Electrical Junction box of
IP 66 Protection with connectors and 2A MCB by fixing MS
support on cement block.
Nos. 16 950.00 15,200.00
9 Supply and Installing indoor SMC Electrical Junction box of
IP 54 Protection with connectors and 2A MCB by fixing on
steel column.
Nos. 56 800.00 44,800.00
10 Supply and Installing Outdoor IP66 Burried type PVC Junction
Box .
Nos. 12 800.00 9,600.00
11 CABLE TERMINATION
Termination of Following cables in SMC Junction box /
junction box with all accessories.
a 3Core 2.5 SQMM PVC Insulated Flexible Copper Cable Nos. 75 80.00 6,000.00
b 3Core 1.5 SQMM PVC Insulated Flexible Copper Cable Nos. 4 70.00 280.00
c 3Core 6 SQMM PVC Insulated Armoured Copper Cable Nos. 4 90.00 360.00
d 3Core 4 SQMM PVC Insulated Armoured Copper Cable Nos. 4 85.00 340.00
IV DISTRIBUTION BOX
1 PLAZA BUILDING VDB :Supply, Installation, testing and
commissioning of wall mounted type double door dust tight
and vermin proof 8 way TPN Vertical DB consists of the
following breakers, termination of circuits, testing and
commissioning:
Incoming:
63A 4Pole MCB Isolator + 63A 30mA 4P ELCB- 1No.
Outgoing:
6A SP MCB C Curve -12 Nos.
16A SP MCB C Curve- 4 Nos.
25A SP MCB C Curve- 1 No.
25A TP MCB D Curve- 1No.
No. 1 19,134.24 19,134.24
2 RESTAURANT VDB :Supply, Installation, testing and
commissioning of wall mounted type double door dust tight
and vermin proof 8 way TPN Vertical DB consists of the
following breakers, termination of circuits, testing and
commissioning:
Incoming:
63A 4Pole MCB Isolator + 63A 30mA 4P ELCB- 1No.
Outgoing:
6A SP MCB C Curve -10 Nos.
16A SP MCB C Curve- 12 Nos.
20A SP MCB C Curve- 2 Nos.
No. 1 19,440.78 19,440.78
5 PART B TENDER SCHEDULE
48. 3 OFFICE DB :Supply, Installation, testing and commissioning
of wall mounted type double door dust tight and vermin proof
16 way SPN Horizontal DB consists of the following breakers,
termination of circuits, testing and commissioning:
Incoming:
40A 2Pole MCB Isolator + 40A 30mA 2P ELCB- 1No.
Outgoing:
6A SP MCB C Curve -3 Nos.
16A SP MCB C Curve- 1 No.
20A SP MCB C Curve- 2 Nos.
No. 1 7,758.72 7,758.72
4 KISOK DBs :Supply, Installation, testing and commissioning
of wall mounted type double door dust tight and vermin proof
12 way SPN Horizontal DB consists of the following breakers,
termination of circuits, testing and commissioning:
Incoming:
25A 2Pole MCB Isolator + 25A 30mA 2P ELCB- 1No.
Outgoing:
6A SP MCB C Curve -1 No.
16A SP MCB C Curve- 1 No.
Nos. 10 6,018.54 60,185.40
5 EXTERNAL VDB1 :Supply, Installation, testing and
commissioning of wall mounted type double door dust tight
and vermin proof 12 way TPN Vertical DB consists of the
following breakers, termination of circuits, testing and
commissioning:
Incoming:
63A 4Pole MCB Isolator + 63A 30mA 4P ELCB- 1No.
Outgoing:
2A SP MCB C Curve -14 Nos.
6A SP MCB C Curve- 5 Nos.
16A SP MCB C Curve- 4 Nos.
20A SP MCB C Curve- 1 No.
25A SP MCB D Curve- 1No.
No. 1 23,304.90 23,304.90
6 EXTERNAL VDB2 :Supply, Installation, testing and
commissioning of wall mounted type double door dust tight
and vermin proof 12 way TPN Vertical DB consists of the
following breakers, termination of circuits, testing and
commissioning:
Incoming:
63A 4Pole MCB Isolator + 63A 30mA 4P ELCB- 1No.
Outgoing:
2A SP MCB C Curve -18 Nos.
6A SP MCB C Curve- 4 Nos.
16A SP MCB C Curve- 6 Nos.
20A SP MCB C Curve- 1 No.
No. 1 24,349.32 24,349.32
6 PART B TENDER SCHEDULE
49. 7 UPS DB 1: Supply, Installation, testing and commissioning of
wall mounted type double door dust tight and vermin proof
18way SPN Horizontal DB consists of the following breakers,
termination of circuits, testing and commissioning:
Incoming:
32A 2P MCB Isolator + 32A 30mA 2P ELCB- 1No.
Outgoing:
6A SP MCB C Curve - 6 Nos.
16A SP MCB C Curve- 3 Nos.
No. 1 8,364.78 8,364.78
8 UPS DB 2,3 : Supply, Installation, testing and commissioning
of wall mounted type double door dust tight and vermin proof
12 way SPN Horizontal DB consists of the following breakers,
termination of circuits, testing and commissioning:
Incoming:
25A 2P MCB Isolator + 32A 30mA 2P ELCB- 1No.
Outgoing:
6A SP MCB C Curve - 3 Nos.
16A SP MCB C Curve- 3 Nos.
Nos. 1 6,733.02 6,733.02
V UPS
a UPS1 : Supply, Installation of 5 kVA UPS unit with SMF
batteries gives 6 hour back up supply, 190-240V 1Phase AC
input voltage , frequency 50Hz±1Hz, output voltage 230V
AC±5V, frequency 50Hz±1Hz with transfer time mains to UPS
mode<10ms with provisions for soft start and generator
compatability and overload , short circuit, battery deep
discharge, Battery over charge, mains low and high, thermal
protections. The ups incomer supply should be protected by 1
no. 32A 2P MCB in enclosure.
No.
1
130,000.00 130,000.00
b UPS2 : Supply, Installation of 2 kVA UPS unit with SMF
Batteries gives 30 minutes battery back up, 190-240V 1Phase
AC input voltage , frequency 50Hz±1Hz, output voltage 240V
AC±5V, frequency 50Hz±1Hz with transfer time mains to UPS
mode<10ms with provisions for soft start and generator
compatability and overload , short circuit, battery deep
discharge, Battery over charge, mains low and high, thermal
protections. The ups incomer supply should be protected by 1
no. 16A 4P MCB in enclosure.
No. 1 26,000.00 26,000.00
VI LIGHT & FAN FIXTURES
1 Supply, Installation, testing and commissioning of 150W LED
Outdoor IP65 Flood light with MS Support and all accessories.
Nos. 24 14,396.00 345,504.00
2 Supply, Installation, testing and commissioning of 100W LED
Indoor IP54 Flood light with MS Support and all accessories.
Nos. 43 5,192.00 223,256.00
7 PART B TENDER SCHEDULE
50. 3 Supply, Installation, testing and commissioning of 30W LED
Outdoor IP65 Flood light with MS Support and all accessories.
Nos. 4 2,271.50 9,086.00
4 Supply, Installing, testing and commissioning of 28W LED
recessed Square panel light complete with control gear and
lamp.
Nos. 14 2,295.10 32,131.40
5 Supply, Installing, testing and commissioning of 20 W wall
Mounted tube Light complete with control gear and lamp.
Nos. 23 466.10 10,720.30
6 Supply, Installing, testing and commissioning of 36 W tube
Light suspended on steel roof complete with control gear and
lamp.
Nos. 28 542.80 15,198.40
7 Supply, Installing 15W IP 65 LED Bulk Head Fittings Nos. 20 330.40 6,608.00
8 Supply, Installing, testing and commissioning of 20W
recessed LED Down Light.
Nos. 4 1,406.56 5,626.24
9 Supply, Installing, testing and commissioning of 7W Spike
Light.
Nos. 15 1,652.00 24,780.00
10 Supply, Installing, testing and commissioning of 18W
recessed LED Down Light.
Nos. 51 1,050.20 53,560.20
11 Supply, Installing, testing and commissioning of 15W wall light
with wall bracket
Nos. 10 330.40 3,304.00
12 Supply, Installing, testing and commissioning of 8" light duty
200mm sweep, 30 watts exhaust fan.
Nos. 17 1,328.68 22,587.56
13 Supply, Installing, testing and commissioning of 5watt LED
strip inside false ceiling including DC drive.
Mtrs. 250 230.00 57,500.00
14 Supply, Installing, testing and commissioning of 1200mm
sweep Ceiling fan with 2 feet rod.
Nos. 24 2,218.40 53,241.60
15 Supply, Installing, testing and commissioning of 12" Medium
duty 300mm sweep, 50 watts wall fan.
Nos. 8 2,301.00 18,408.00
16 Suppy, Installing, testing and commissioning of 24" Medium
duty 600mm sweep, 200 watts wall fan.
Nos. 8 6,991.50 55,932.00
17 Suppy, Installing, testing and commissioning of 1.5 HP Heavy
duty exhaust fan for toilet ductable exhaust system
No. 1 20,000.00 20,000.00
MEDIUM VOLTAGE SYSTEMS
VII DG & EARTHING
EARTHING
1 PLATE EARTHING: Supply, Installing, testing and
commissioning of 600 x 600 x 12 mm cast iron earth plate
buried in ground 2M from ground level with alternate layer of
charcoal and salt including supply, fixing of 50mm dia.
perforated GI pipe class B for watering purpose including
construction of trough with concrete slab cover as per IS
3043.
Nos. 7 16,520.00 115,640.00
2 PIPE EARTHING: Supply, Installing, testing and
commissioning of 2 Mtr. long 50 mm GI pipe earth electrode
buried in ground with alternate layer of charcoal and salt
including construction of trough with RCC cover as per IS
3043.
Nos. 9 3,540.00 31,860.00
8 PART B TENDER SCHEDULE
51. 3 Supply, Laying, fixing of the earthing conductor of the
following sizes including excavation of trenches, drilling holes,
soldering, jointing etc. complete as required.
a 25 x 3 mm Cu. Strip. Mtr. 150 625.40 93,810.00
b No. 10SWG. Copper Mtr. 150 363.44 54,516.00
c No. 8SWG. Copper Mtr. 100 94.40 9,440.00
d No. 6SWG. Copper Mtr. 60 88.50 5,310.00
VIII 415V SWITCH BOARDS
1 MAIN SWITCH BOARD:Supply of materials, Fabrication
using CRCA sheet steel of 14SWG for outer frame and
16SWG for partitions, powder coated as per standards with
IP54 protection, floor mounted free standing, cubicle
construction with top cable entry, Installation, Testing and
Commissioning of MSB consisting of:-
incomer :
1No. 250A 36kA 4P MCCB set at 214A with 3OC, SC & 1E/F
releases.
3 Set Ammeter with 3 nos. 250/5A CL:1.0 CTs.
1 No. Type 1 & 2 Surge Protection Device
Busbar Chamber: 250A 36 kA TPN AL bus bar chamber with
3nos. 40x10 mm Al. busbars for phases, 32x6 mm Al. busbar
for neutral and 25x3 mm Cu. Earth bus.
Outgoings:
1. 1 no. 100A,25kA 4P MCCB SET AT 80A with 3 Nos.
100/5A 15VA CL:1.0 CT Operated 3 Phase kWh energy
meter.
2. 1 no. 50A,25kA 4P MCCB SET AT 40A with 3Phase
kWh energy meter.
3. 1 no. 50A,25kA DP MCCB SET AT 40A with 1Phase
kWh energy meter.
4. 7 nos. 32A,25kA DP MCCB SET AT 25A with 1Phase
kWh energy meter.
5. 2 nos. 20A,16kA DP MCCB SET AT 16A with 1Phase
kWh energy meter.
All MCCBs should have OC & SC and rotory handle operation
mechanism.
No. 1 197,060.00 197,060.00
9 PART B TENDER SCHEDULE
52. 2
COMMON SERVICE PANEL:Supply of materials, Fabrication
using CRCA sheet steel of 14SWG for outer frame and
16SWG for partitions, powder coated as per standards with
IP54 protection, floor mounted free standing, cubicle
construction with top cable entry, Installation, Testing and
Commissioning of CSP consisting of:-
incomer :
1No. 80A 4P Automatic Transfer Switch with Automatic
Generator Start and stop Controller.
4 Set of indication lamp with fuses (EB healthy, DG on, EB
load on, DG load on )
2 Set Digital Multifunction Meter with 100/5A 15VA CL1.0
CTs.
Busbar Chamber: 80A 16 kA TPN AL bus bar chamber with
3nos. 20x5 mm Al. busbars for phases, 25x3 mm Al. busbar
for neutral and 25x3 mm Cu. Earth bus.
Outgoings:
1. 1 no. 80A,16kA 4P MCCB SET AT 63A.
2. 5 nos. 50A,16kA 4P MCCB SET AT 40A.
3. 1 no. 40A,16kA 4P MCCB SET AT 32A.
4. 2 nos. 25A,16kA DP MCCB SET AT 20A.
All MCCBs should have OC & SC and rotory handle operation
mechanism.
No. 1 155,760.00 155,760.00
62,540.00
3 RESTAURANT PANEL:Supply of materials, Fabrication using
CRCA sheet steel of 14SWG for outer frame and 16SWG for
partitions, powder coated as per standards with IP54
protection, floor mounted free standing, cubicle construction
with top cable entry, Installation, Testing and Commissioning
of Restaurant Panel consisting of:-
incomer :
1No. 40A 4P Automatic Transfer Switch with Automatic
Generator Start and stop Controller.
4 Set of indication lamp with fuses (EB healthy, DG on, EB
load on, DG load on )
Busbar Chamber: 40A 16 kA TPN AL bus bar chamber with
3nos. 20x5 mm Al. busbars for phases, 25x3 mm Al. busbar
for neutral and 25x3 mm Cu. Earth bus.
Outgoings:
1. 1 no. 25A 4P, 9kA C Curve MCB.
2. 1 no. 32A 4P, 9kA D Curve MCB.
No. 1 62,540.00
10 PART B TENDER SCHEDULE
53. 4 PUMP VDB: Supply of materials,Installation, testing and
commissioning of wall mounted type double door dust tight
and vermin proof 4way TPN VDB consists of the following:
Incoming:
32A 3Pole MCB ISO+ 32A 100mA ELCB- 1No.
Outgoings:
16A TPNMCB -3 Nos.
No. 1 14,160.00 14,160.00
IX 415V CABLE LAYING
1 XLPE Al. Armoured CABLES: Supply, Laying, testing and
commissioning of the following sizes of 1100V grade XLPE Al.
Armoured conductor cable conforming to IS 7098 Laying in
cable trench, draw through PVC Pipes, Clamped on cable tray
etc... as per specification
a 3.5c 50 sq.mm cable (2) Mtr. 100 377.60 37,760.00
b 3.5c 35 sq.mm cable (1) Mtr. 70 295.00 20,650.00
c 4.0c 25 sq.mm cable (4) Mtr. 350 265.50 92,925.00
d 4c 16 sq.mm cable (1) Mtr. 50 236.00 11,800.00
e 4c 10 sq.mm cable (1) Mtr. 190 182.90 34,751.00
f 2c 16 sq.mm cable (2) Mtr. 150 165.20 24,780.00
g 2c 10 sq.mm cable (2) Mtr. 180 141.60 25,488.00
h 2c 6 sq.mm cable (10) Mtr. 890 118.00 105,020.00
i 2c 4 sq.mm cable (1) Mtr. 40 94.40 3,776.00
j 3c 6 sq.mm cable(1) Mtr. 75 123.90 9,292.50
k 3c 4 sq.mm cable(2) Mtr. 40 123.90 4,956.00
2 Cable Termination: Supply, Carrying out end termination of
cables using brass cable gland, crimping sockets, crimping
paste and carrying out gland earthing as per specification.
a 3.5c 50 sq.mm cable (2) Nos. 4 613.60 2,454.40
b 3.5c 35 sq.mm cable (1) Nos. 2 442.50 885.00
c 4.0c 25 sq.mm cable (4) Nos. 8 413.00 3,304.00
d 4c 16 sq.mm cable (1) Nos. 2 295.00 590.00
e 4c 10 sq.mm cable (1) Nos. 2 289.10 578.20
f 2c 16 sq.mm cable (2) Nos. 4 259.60 1,038.40
g 2c 10 sq.mm cable (2) Nos. 4 236.00 944.00
h 2c 6 sq.mm cable (10) Nos. 20 236.00 4,720.00
i 2c 4 sq.mm cable (1) Nos. 2 212.40 424.80
j 3c 6 sq.mm cable(1) Nos. 2 212.40 424.80
k 3c 4 sq.mm cable(2) Nos. 4 236.00 944.00
3 Supply of MS materials (25x25x6 mm Angle and 25x3 mm
Flat) ,Fabrication and installation of ladder type cable trays,
cable tray supports, base channel supports using MS
materials for laying cables with one coat of primer and two
coat of grey enamel paint.
kg 200 153.40 30,680.00
X MISCELLANEOUS ITEMS
1 Supply and Installation of the following safety items:-
a DCP type 4kg Fire extinguisher No. 1 3,127.00 3,127.00
b 2 nos. fire bucket with stand. Set 1 1,357.00 1,357.00
c 6mm thick electrical grade 900mm wide rubber at in front of
LT panel.
Mtr. 5 1,003.00 5,015.00
11 PART B TENDER SCHEDULE
54. d LT danger board. No. 2 177.00 354.00
e Shock treatment chart with frame and glass. No. 1 590.00 590.00
2 Supply, Installation, testing and commissioning of DOL starter
for the motor 2.5HP
No. 1 1,711.00 1,711.00
3 Supply, Installation, testing and commissioning of DOL for the
motor 2.0HP
No. 1 472.00 472.00
4 Supply, Installation, testing and commissioning of MPP type
capacitor for 2.5 HP motor
No. 1 1,534.00 1,534.00
5 Supply, Installation, testing and commissioning of MPP type
capacitor for 2.0HP motor
No. 1 472.00 472.00
6 Supply, Installation, testing and commissioning of DOL starter
for the motor 1.5HP
No. 1 1,534.00 1,534.00
XI APPROVAL WORKS
1 Preparation, submission of drawings to Electrical Inspectorate
and obtaining approval, arranging inspection for entire
installation including Generator, obtaining sanction orders for
the electrical installation, complete (Including all incidental
charges and excluding all statutory charges).
LS ….. 25,000.00
2 Preparation and submission of completion report for obtaining
three phase service connection from ELECTRICITY DEPT OF
THRISSUR CORPORATION. (Including all charges and
excluding all statutory charges).
LS ….. 45,000.00
PART B TOTAL AMOUNT 3,362,442.96
12 PART B TENDER SCHEDULE
55. A Sanitary Fixtures & Accessories
1.0 Providing and fixing white vitreous china pedestal
type water closet (European type W.C. pan) with S
Trap, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device
(handle lever), conforming to IS : 7231, with all
fittings and fixtures complete, including cutting and
making good the walls and floors wherever required
: W.C pan with ISI marked white solid plastic seat
and lid
Nos 31 4,692.00 145,452.00 17.2.1
2.0 Providing and fixing water closet squatting pan
(Indian type W.C. pan ) with 100 mm sand cast Iron
P or S trap, 10 litre low level white P.V.C. flushing
cistern, including flush pipe, with manually
controlled device (handle lever) conforming to IS :
7231, with all fittings and fixtures complete,
including cutting and making good the walls and
floors wherever required
Nos 2 4,596.00 9,192.00 17.1.1
3.0 Providing and fixing at site Counter Type Wash
basin with Vitreous, Glazed, of selected Color, with
15 mm C.P. brass pillar taps, 32 mm C.P. brass
waste of standard pattern, including painting of
fittings and brackets, cutting and making good the
walls : White Vitreous China Flat back wash basin
size 550x 400 mm with single 15 mm C.P. brass
pillar tap
Nos 18 2,494.00 44,892.00 17.7.4
4.0 Providing and fixing white vitreous china pedestal
for wash basin completely recessed at the back for
the reception of pipes and fitting
Nos 3 1,339.00 4,017.00 17.8
5.0 Providing and fixing white vitreous china flat back
half stall urinal of size 580x380x350 mm with angle
valve, standard size C.P. flexible hose, spreaders
with unions and clamps (all in C.P. brass) with
waste fitting as per IS : 2556, C.I. trap with outlet
grating and other couplings in C.P. brass, including
painting of fittings and cutting and making good the
walls and floors wherever required
Nos 11 8,492.00 93,412.00 17.5.1
QUAN
TITY
AMOUNT
PART C
RATE
DSR /
MR
SL.
NO
ITEM DESCRIPTION UNIT
1 PART C TENDER SCHEDULE
56. B CP Fittings, Taps & Toilet Accessories
6.0 Providing and Fixing at site CP Brass Angle Cock
with Wall Flange including Wall cutting and making
good complete as required.
Nos 90 653.00 58,770.00 18.53
7.0 Supply & fixing and testing of C.P. Health faucet
with flexible hose and hook etc. complete as
required.
Nos 33 944.00 31,152.00 MR
8.0 Supply & fixing Brass cover over Urinal trap with
matching size including fitting accessories.
Nos 3 1,640.20 4,920.60 MR
9.0 Providing and fixing C.P. brass bib cock of
approved quality conforming to IS:8931
Nos 9 601.80 5,416.20 18.49
10.0 Providing and Fixing at site 100x100mm CP Brass
or Stainless Steel Gratings with Cockroach
Protection for matching the multi floor trap
Nos 47 708.00 33,276.00 MR
11.0 Supply & fixing at site uPVC multi inlet trap and
outlet connections to pipes using solvent cement
complete as required for floor drains Multi Inlet
75/50mm Diameter 200mm Depth .
Nos 44 737.50 32,450.00 MR
C
Soil,Waste,Vent (Internal)
12.0 Supplying, Installing & Testing at site in position
uPVC pipe (SWR) of Type B (IS:13592) including
SWR solvent type (pasted) fittings where required &
clamping with Universal clamps, Anchor
fastners(8mm), Threaded Rod (8mm), nuts,
washers etc complete. and jointing with adhesive
approved by manufactures including cutting and
making good the walls and floors or surface
mounted with clamps as required at site (For Soil &
waste pipes -Toilet Inside)
Soil piping
a) 50mm OD 6Kg/Sq.cm Mtrs 20 354.00 7,080.00 MR
b) 75mm OD 6Kg/Sq.cm Mtrs 8 678.50 5,428.00 MR
c) 110mm OD 6Kg/Sq.cm Mtrs 80 932.20 74,576.00 MR
d) 160mm OD 6Kg/Sq.cm Mtrs 20 1,121.00 22,420.00 MR
waste piping
a) 50mm OD 6Kg/Sq.cm Mtrs 25 354.00 8,850.00 MR
b) 75mm OD 6Kg/Sq.cm Mtrs 52 678.50 35,282.00 MR
c) 110mm OD 6Kg/Sq.cm Mtrs 50 790.00 39,500.00 MR
d) 160mm OD 6Kg/Sq.cm Mtrs 13 1,121.00 14,573.00 MR
Rain Water Piping (shaft)
Soil, Waste, Vent And Rain Water Piping
2 PART C TENDER SCHEDULE
57. 13.0 Supplying, Installing & Testing at site in position
uPVC pipe(SWR) of Type B(IS:13592) including
SWR fittings with bosses where required eg.tees,
bends, clamps, couplings and adapters and cowls
with sealing grooves and clamping with Position &
jointing with 'O' rings including cutting and making
good the walls and floors as required at site(For
Vertical & Horizontal Shaft piping).
Rain water piping(shaft)
a) 110mm OD 6Kg/Sq.cm Mtrs 36 944.00 33,984.00 MR
14.0 Supplying, Installing, Testing & Commissioning of
pipes and conveying to position; and jointing to true
lines and gradients, uPVC SWR pipe of IS
4985(6kg/cm2), jointing the pipe line as per
specification, testing the pipe line after installation to
the specified hydrostatic test pressure including
installing specials like bends, couplers, sockets,
connections etc. as per provisions of IS: 17421983
(Code of practice for building drainage) complete
including supply of all materials excavation, refilling
the earth or cutting of wall and making good the
same complete wherever required :
a) 160mm OD 6KG/Sq.cm Soil/Waste/Rain Piping Mtrs 200 1,062.00 212,400.00 MR
b) 160mm OD Foam Core (SN 8) / RCC Pipes Mtrs 25 318.60 7,965.00 MR
D Water Supply Piping
Water Supply Piping (Internal)
16.0 Supply and laying at Site ASTM Schedule 40 Pipes
of Equivalent Standard Size for Water supply
Joined using Solvent Cement with fittings, suitable
for the working pressure. Supporting exposed pipes
using necessary G.I Clamps and
supports.Concealed pipes including cutting and
making good walls, floors etc. where ever required
complete.
a) 20mm Nominal Dia (10 kg) Mtr 40 295.00 11,800.00 MR
b) 25mm Nominal Dia (10 Kg) Mtr 85 324.50 27,582.50 MR
c) 32mm Pumping Line Dia (10 kg) Mtr 30 413.00 12,390.00 MR
d) 75mm Nominal Dia (6 kg) Mtr 80 920.40 73,632.00 MR
E Water Supply Piping (Shaft)
Soil,Waste,Vent & Rain Water Piping (External)
3 PART C TENDER SCHEDULE
58. 17.0 Supplying, Installing & Testing at site in position
uPVC unthreaded pipes (As per ASTM D - 1785
,Sch.40) of approved make for water supply,
complete with all necessary Fittings (elbows,
unions, tees, reducers, couplings, nipples etc.)
complete with clamping in position with G.I. "U"
bolts (8 mm thick) on G.I. slotted rails (1.6 mm
thick) , Rail legs (2.5 mm thick) of approved make,
as per drawings to the satisfaction of
the Engineer-in-Charge.
a) 32mm Nominal Dia (10 Kg) Mtrs 25 413.00 10,325.00 MR
b) 50mm Nominal Dia (10 kg) Mtrs 15 531.00 7,965.00 MR
c) 32mm Pumping Line Dia (10 Kg) Mtrs 10 413.00 4,130.00 MR
F Water Supply Piping (External)
18.0 Supplying & Laying of uPVC unthreaded pipes (As
per ASTM D - 1785 ,Sch.40) of approved make for
water supply, complete with all necessary Fittings
(elbows, unions, tees, reducers, couplings, nipples
etc.) wherever necessary, and conveying to
position, cleaning, laying and jointing to true lines
and gradients, ,jointing the pipe line as per
specification, testing the pipe line after installation to
the specified hydrostatic test pressure etc.
complete
a) 32mm Nominal Dia ( 10 kg) Mtr
250 424.80 106,200.00 MR
G Valves
19.0 Supply and Fixing Following Brass Valves using
necessary Adapters PVC flanges, gaskets, nuts etc
complete as required for the Valve Mounting and
Supply & Installation
a) 32mm Dia Ball Valve Nos 10 442.50 4,425.00 MR
b) 50mm Dia Ball Valve Nos 6 826.00 4,956.00 MR
20.0 Supply and fixing C.I. Butterfly valve (Body : Grey
Cast Iron, shaft : SS, Disc : SG Iron (nickel plated
coated) of approved make with union / flange,
washer, nuts & bolts. Rated to temperature of 85
Deg C and PN 10/16 pressure rating including nitrile
rubber insulation with proprietary fire proof
protective coating against mechanical damage as
per manufacturer’s specification (GI boxing to be
provided).
a) 100mm Dia Butterfly Valve Nos 2 8,850.00 17,700.00 MR
H Tanks and Fittings
4 PART C TENDER SCHEDULE
59. 21.0 Supplying, installation, Testing & Commissioning of
Sintex SMC panel water tank of capacity of about
5000 lts with water tank level sensor
Nos 1 45,000.00 45,000.00 MR
22.0 Supplying, installation, Testing & Commissioning of
Sintex SMC panel water tank of capacity of about
10,000 lts with water tank level sensor
Nos 1 130,000.00 130,000.00 MR
23.0 Supplying,Testing & Commissioning Sump Tank of
Ferro cement wall thick 5 cm using 6 mm rod 20 cm
c/c both ways, chicken mesh 2 layer ( 1,00,000 Ltr)
including corresponding excavation and other earth
works
Nos 1 680,000.00 680,000.00 MR
24.0 Supplying,Testing & Commissioning of Rain Water
Tank of Ferro cement wall thick 5 cm using 6 mm
rod 20 cm c/c both ways, chicken mesh 2 layer
(6,000 Ltr) including corresponding excavation and
other earth works
Nos 1 40,000.00 40,000.00 MR
25.0 Supplying,Testing & Commissioning of Rain Water
Tank of Ferro cement tank wall thick 5 cm using 6
mm rod 20 cm c/c both ways, chicken mesh 2 layer
( 7,000 Ltr) including corresponding excavation and
other earth works
Nos 1 42,000.00 42,000.00 MR
26.0 Supplying, Testing & Commisioning of Ferrocement
Soak Pit of Dia 2 mtr and height 1 m thickness 2.5
cm with RCC Cover (3000 L ) including
corresponding excavation and other earth works
Nos 2 10,000.00 20,000.00 MR
27.0 Supplying, Testing & Commisioning of Ferrocement
Soak Pit of size 1.4x0.8x1 thickness 2.5 cm with
RCC Cover (1000 L ) including corresponding
excavation and other earth works
Nos 2 5,000.00 10,000.00 MR
28.0 Supplying, Testing & Commisioning of Ferrocement
Waste Pit of Dia 2 mtr and height 1.5 m thickness
2.5 cm (4000 L) including corresponding excavation
and other earth works
Nos 2 12,000.00 24,000.00 MR
29.0 Supplying, Testing & Commisioning of Ferrocement
Waste Pit of of size 2.5x1x1 m thickness 2.5 cm
including corresponding excavation and other earth
works (2500 L)
Nos 1 9,000.00 9,000.00 MR
30.0 Supplying, Testing & Commisioning of Ferrocement
Waste Pit of of size 1.4x0.8x1 m including
corresponding excavation and other earth works
(1000 L)
Nos 1 4,000.00 4,000.00 MR
23.0 Supply and Fixing MS Puddle Flanges,Rungs with
necessary water tight clamps Sleeves / bracing to
avoid displacement during concrete pouring
complete as required
a) 32mm Dia Nos 1 826.00 826.00 MR
b) 50mm Dia Nos 1 1,652.00 1,652.00 MR
c) 75mm Dia Nos 1 2,242.00 2,242.00 MR
5 PART C TENDER SCHEDULE
60. I Man holes and Chambers
24.0 Constructing brick masonry manholes with 75 class
designation bricks in cement mortar 1:5 (1 cement
:5 coarse sand) inside and outside cement plaster
12mm thick with cement mortar 1:3 (1 cement:3
coarse sand) inside with a floating coat of neat
cement, 15cm thick RCC top slab 1:2:4 mix (1
cement :2 coarse sand: 4graded stone aggregate
20mm nominal size) for fixing manhole frame,
foundation concrete 1:4:8 mix (1 cement: 4 coarse
sand:8 graded stone aggregate 40mm nominal
size) and making channels in cement concrete 1:2:4
mize (1 cement:2coarse sand:4 graded stone
aggregate 20mm nominal size) including excavation
back filling and disposal of surplus earth finished as
per standard design etc. (Including cost of all
materials)
a) 45x45cms (inside) and 0.6m (average) deep using
RCC manhole cover conforming to the latest
relevant IS specifications, of the brand as approved
by the Project Manager.
Nos 16 21,240.00 339,840.00 MR
b) 60x60cms (inside) and 1.2m (average) deep using
RCC manhole cover conforming to the latest
relevant IS specifications, of the brand as approved
by the Project Manager.
Nos 6 23,600.00 141,600.00 MR
25.0 Providing fixing,testing and commissioning at site in
position Grease trap with 600x600 mm Heavy duty
Cast Iron Manhole cover with Frame as per design
drawings
Nos 1 94,400.00 94,400.00 MR
J SEPTIC TANKS
26.0 Supply and erection of Polyethylene septic tanks as
per ASTM standards including corresponding
a) 0.85 MtrØ X 2.00 Mtr Length ( 1000 Ltr ) Nos 1 17,000.00 17,000.00 MR
b) 1.30Mtr Ø X 2.60 Mtr Lentgh (3400 Ltr ) Nos 1 70,000.00 70,000.00 MR
c) 2.00 mtr Dia x 4.00 Mtr Length (10000 ltr ) Nos 1 200,000.00 200,000.00 MR
K Pumps and Accessories
27.0 Installing, Testing & Commissioning at site in
position multi stage vertical/ horizontal submersible
pump with necessary unions, flanges, foundation
bolts etc. with suitable lifing arrangements for
maintainance complete
a) 1.0 to 2.5 HP Nos 2 47,200.00 94,400.00 MR
3,172,073.30
51,162,596.47
Grand Total (Part A+B+C)
Part C Total Amount
6 PART C TENDER SCHEDULE
61. Authorised Signature:
Seal:
Quote Your Rate Here
Estimate rate
% Below Estimated Rate
Name of Contractor:
Firm:
% Above Estimated Rate
Address:
7 PART C TENDER SCHEDULE