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Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
6 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Civil Engineering works in connection with the provision of 1 No. Passenger Escalator and 1 No. Passenger Lift on Platform No. 1 at MV Station.
TPJ-10-2026-08
TPJ-10-2026-08
Open
6 Months
Unknown (Unspecified Location)
₹0
₹6.1 L
11 Jun 2026
11 Jun 2026
22 Jun 2026
percentage above or below the advertised value of schedule 'A2' (The advertised value is inclusive
of Railways escalation over CPWD-DSR 2023 basic value)
Item- 1 Provision of Lift for FOB at PF No 1 in MV Junction
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including loading,
unloading and stacking
1.1.1 Lime, moorum, building rubbish
2.0 EARTH WORK
2.1S General
Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over
areas (exceeding 30 cm in depth, 1.5 m in
2.6 width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and for all lift, as directed by
Engineer-in-charge.
Excavating trenches by mechanical/manual
means of required width for pipes, cables, etc
including excavation for sockets, and dressing
of sides, ramming of bottoms, for all depth,
including getting out the excavated soil, and
2.10 then returning the soil as required, in layers
not exceeding 20 cm in depth, including
consolidating each deposited layer by
ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a
2.10.1 All kinds of soil
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 10 352.15 3521.5
not exceeding 300 mm dia
2.25 Filling available excavated earth (excluding cum 39 196 7644
rock) in trenches, plinth, sides of foundations
4 etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 and for all lift.
Extra for every additional lift of 1.5 m or part
2.26 thereof in excavation / banking excavated or
stacked materials.
4.0 CONCRETE WORK
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
4.1S CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from
natural sources)
Centering and shuttering including strutting,
propping etc. and removal of form work for :
7 4.3.1 Foundations, footings, bases for columns Sqm 33 392.15 12940.95
4.5S CEMENT CONCRETE PRECAST
Providing and fixing up to floor five level
precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks,
plain window sills, shelves, louvers, steps, stair
cases, etc., including hoisting and setting in
position with cement mortar1:3 (1 Cement : 3
coarse sand), cost of required Centering
derived from natural sources : 3 graded stone
aggregate 20mm nominal size derived from
natural sources)
4.14S MISCELLANEOUS
Providing and laying in position ready mixed or
site batched design mix cement concrete for
plain cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana/Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
4.20 accelerate / retard setting of concrete, to
i m p r o v e durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of
4.20.1 All works upto plinth level :
4.20.1.3 Concrete of M20 grade with minimum cement cum 20 9212.6 184252
content of 270 kg /cum
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 16 392.15 6274.4
for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 27 842.5 22747.5
11 pilasters, buttresses, plinth and string courses
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 15 961.3 14419.5
5.33S DESIGN MIX CONCRETE
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Providing and laying in position ready mixed or
site batched design mix cement concrete for
reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana / Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
5.33 accelerate / retard setting of concrete, to
improve durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering, finishing and reinforcement as per
direction of the engineer-in-charge, for the
following grades of concrete.:
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 19 9504.75 180590.25
content of 330 kg /cum
5.33.2 All works above plinth level upto floor V level
5.33.2.1 Concrete of M25 grade with minimum cement cum 3 9860.4 29581.2
content of 330 kg /cum
6.0 MASONRY WORK
6.1S General
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
6.12S HALF BRICK MASONRY
Half brick masonry with common burnt clay
6.12 F.P.S. (non modular) bricks of class designation
7.5 in foundations and plinth in :
8.0 CLADDING WORK
8.20S STONE WORK DRY CLADDING
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
8.32 Designing, fabricating, testing, installing and Sqm 200 5015.05 1003010
fixing in position Curtain Wall with Aluminium
Composite Panel Cladding, with open grooves
for linear as well as curvilinear 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 make it
watertight including checking of all the
structural and functional design.(b) Providing,
fabricating and supplying and fixing panels of
aluminium composite panel cladding in pan
shape in metallic colour of approved shades
made out of 4 mm thick aluminium composite
panel material consisting of 3 mm thick FR
grade mineral core sandwiched between two
Aluminium sheets (each 0.5 mm thick). The
aluminium composite panel cladding sheet
shall be coil coated, with Kynar 500 based
PVDF /Lumiflon based fluoropolymer resin
coating of approved colour and shade on face
# 1 and polymer (Service) coating on face # 2
as specified using stainless steel screws, nuts,
bolts, washers, cleats, weather silicone
sealant, backer rods etc.(c) The fastening
brackets of Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanised with 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 to prevent bi-metallic contacts all
complete required to perform as per
specification and drawing The item includes
cost of all material & labour component, the
cost of all mock ups at site, cost of all samples
of the individual components for testing in an
approved laboratory, field tests on the
assembled working curtain wall with aluminium
composite panel cladding, cleaning and
protection of the curtain wall with aluminium
composite panel cladding till the handing over
of the building for occupation. Base frame work
for ACP cladding is payable under the relevant
aluminium items. The Contractor shall provide
curtain wall with aluminium composite panel
cladding, having all the performance
characteristics all complete , as per the
Architectural drawings, as per item description,
as specified, as per the approved shop
drawings and as directed by the Engineer-in-
Charge. However, for the purpose of payment,
only the actual area on the external face of the
curtain wall with Aluminium Composite Panel
Cladding (including width of groove) shall be
measured in sqm. up to two decimal places.
10.0 STEEL WORK
10.1S General
10.2 Structural steel work riveted, bolted or welded Kg 13888 133.7 1856825.6
in built up sections, trusses and framed work,
18 including cutting, hoisting, fixing in position
and applying a priming coat of approved steel
primer all complete.
Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc.,
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.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
10.19 Providing and fixing mild steel round holding Kg 329 97.2 31978.8
20 down bolts with nuts and washer plates
10.20 Providing and fixing bolts including nuts and Kg 48 159.35 7648.8
washers complete.
11.0 FLOORING
11.1S General
11.5 62 mm thick cement concrete flooring with Sqm 45 1056.15 47526.75
concrete hardener topping, under layer 50 mm
thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm
nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1
22 cement hardener mix : 2 graded stone
aggregate, 6 mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50 kg
of cement or as per manufacture's
specifications. This includes cost of cement
slurry, but excluding the cost of nosing of steps
11.41S VITRIFIED FLOOR TILES
Providing and laying flamed finish Granite
stone flooring in required design and patterns,
in linear as well as curvilinear portions of the
building all complete as per the architectural
drawings with 18 mm thick stone slab over 20
mm (average) thick base of cement mortar 1:4
(1 cement : 4 coarse sand) laid and jointed
with cement slurry and pointing with white
cement slurry admixed with pigment of
matching shade including rubbing, curing and
polishing etc. all complete as specified and as
directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Sqm 32 3186.7 101974.4
Cherry Red, Elite Brown, Cat Eye or equivalent.
12.0 ROOFING
12.37S RAIN WATER SPOUT AND PIPE
12.50 Providing and fixing precoated galvanised iron Sqm 256 738.65 189094.4
profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-
charge) of total coated thickness 0.50 mm
(base metal of minimum 0.45 mm thickness
with total coating thickness of 0.05 mm) 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 (5.5x 55 mm) 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.
Providing and fixing precoated galvanised steel
sheet roofing accessories of total coated
thickness 0.50 mm (base metal of minimum
0.45 mm thickness with total coating thickness
of 0.05 mm) 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
using self drilling/ self tapping screws complete
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
13.44S EXTERIOR FINISHING
Finishing walls with 100% Premium acrylic
emulsion paint (Company Depot Tinted) having
VOC less than 50 gm/litre and UV resistance as
per IS 15489:2004, Alkali & fungal resistance,
dirt resistance exterior paint of required shade
with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 48 181.25 8700
27 litre/ 10 sqm. Over and including priming coat
of exterior primer applied @ 0.90 litre/10 sqm.
13.50 Applying priming coat:
13.50.3 With ready mixed red oxide zinc chromate Sqm 350 67.4 23590
28 primer of approved brand and manufacture on
steel galvanised iron/ steel works
Finishing with Epoxy paint (two or more coats)
at all locations prepared and applied as per
13.52 manufacturer's specifications including
appropriate priming coat, preparation of
surface, etc. complete.
Painting with aluminium paint of approved
13.63 brand and manufacture to give an even shade
15.0 DISMANTLING AND DEMOLISHING
15.1S General
Demolishing cement concrete manually/ by
mechanical means including disposal of
material within 50 metres lead as per direction
of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 15 2434.25 36513.75
equivalent design mix)
15.3 Demolishing R.C.C. work manually/ by cum 2 3551.25 7102.5
mechanical means including stacking of steel
32 bars and disposal of unserviceable material
within 50 metres lead as per direction of
Engineer - in- charge.
Demolishing brick work manually/ by
mechanical means including stacking of
15.7 serviceable material and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge.
Dismantling roofing including ridges, hips,
15.28 valleys and gutters etc., and stacking the
material within 50 metres lead of:
21.0 ALUMINIUM WORK
21.1S General
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
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,
Aluminium snap beading for glazing /
panelling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing,
panelling and dash fasteners to be paid for
21.1.1 For fixed portion
21.1.1.1 Anodised aluminium (anodised transparent or Kg 200 495.05 99010
35 dyed to required shade according to IS: 1868,
Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door,
window, ventilator shutters and partitions etc.
with EPDM rubber / neoprene gasket etc.
21.3 complete as per the architectural drawings and
the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic
21.3.2 With float glass panes of 5 mm thickness Sqm 10 1505.25 15052.5
(weight not less than 12.50 kg/sqm)
21.17 Providing and fixing anodised aluminium grill Kg 50 638.35 31917.5
(anodised transparent or dyed to required
shade according to IS: 1868 with minimum
anodic coating of grade AC 15) of approved
design/pattern, with approved standard section
and fixed to the existing window frame with
C.P. brass/ stainless steel screws @ 200 mm
centre to centre, including cutting the grill to
proper opening size for fixing and operation of
handles and fixing approved anodised
aluminium standard section around the
opening, all complete as per requirement and
direction of Engineer-in-charge. (Only weight
of grill to be measured for payment).
26.0 NEW TECHNOLOGIES AND MATERIALS
26.41S NEW TECHNOLOGY ITEMS
26.65 Providing and fixing roofing consist of 0.8 mm Sqm 11 1525.6 16781.6
thick galvanized steel deck sheet confirming to
IS 277:1992 used as permanent shuttering
over which MS wire mesh 3mm laid at 100x100
mm grid including edge trim covered with
concrete. This metal deck will be supported on
structural steel beam with shear studs.
(Structural steel like Beam, column, joists etc.
& concrete of different grade as per design will
be paid separately).
Item- 2 Provision of Escalator at PF No.1 in MV Junction
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including loading,
unloading and stacking
1.1.1 Lime, moorum, building rubbish
2.0 EARTH WORK
2.1S General
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over
areas (exceeding 30 cm in depth, 1.5 m in
2.6 width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and for all lift, as directed by
Engineer-in-charge.
2.25 Filling available excavated earth (excluding cum 270 196 52920
rock) in trenches, plinth, sides of foundations
3 etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 and for all lift.
Extra for every additional lift of 1.5 m or part
2.26 thereof in excavation / banking excavated or
stacked materials.
4.0 CONCRETE WORK
4.1S CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from
natural sources)
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 223 392.15 87449.45
for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 84 842.5 70770
7 pilasters, buttresses, plinth and string courses
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 77 961.3 74020.1
5.33S DESIGN MIX CONCRETE
Providing and laying in position ready mixed or
site batched design mix cement concrete for
reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana / Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
5.33 accelerate / retard setting of concrete, to
improve durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering, finishing and reinforcement as per
direction of the engineer-in-charge, for the
following grades of concrete.:
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 75 9504.75 712856.25
content of 330 kg /cum
8.0 CLADDING WORK
8.20S STONE WORK DRY CLADDING
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
8.32 Designing, fabricating, testing, installing and Sqm 400 5015.05 2006020
fixing in position Curtain Wall with Aluminium
Composite Panel Cladding, with open grooves
for linear as well as curvilinear 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 make it
watertight including checking of all the
structural and functional design.(b) Providing,
fabricating and supplying and fixing panels of
aluminium composite panel cladding in pan
shape in metallic colour of approved shades
made out of 4 mm thick aluminium composite
panel material consisting of 3 mm thick FR
grade mineral core sandwiched between two
Aluminium sheets (each 0.5 mm thick). The
aluminium composite panel cladding sheet
shall be coil coated, with Kynar 500 based
PVDF /Lumiflon based fluoropolymer resin
coating of approved colour and shade on face
# 1 and polymer (Service) coating on face # 2
as specified using stainless steel screws, nuts,
bolts, washers, cleats, weather silicone
sealant, backer rods etc.(c) The fastening
brackets of Aluminium alloy 6005 T5 / MS with
Hot Dip Galvanised with 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 to prevent bi-metallic contacts all
complete required to perform as per
specification and drawing The item includes
cost of all material & labour component, the
cost of all mock ups at site, cost of all samples
of the individual components for testing in an
approved laboratory, field tests on the
assembled working curtain wall with aluminium
composite panel cladding, cleaning and
protection of the curtain wall with aluminium
composite panel cladding till the handing over
of the building for occupation. Base frame work
for ACP cladding is payable under the relevant
aluminium items. The Contractor shall provide
curtain wall with aluminium composite panel
cladding, having all the performance
characteristics all complete , as per the
Architectural drawings, as per item description,
as specified, as per the approved shop
drawings and as directed by the Engineer-in-
Charge. However, for the purpose of payment,
only the actual area on the external face of the
curtain wall with Aluminium Composite Panel
Cladding (including width of groove) shall be
measured in sqm. up to two decimal places.
10.0 STEEL WORK
10.1S General
10.2 Structural steel work riveted, bolted or welded Kg 16638 133.7 2224500.6
in built up sections, trusses and framed work,
11 including cutting, hoisting, fixing in position
and applying a priming coat of approved steel
primer all complete.
10.19 Providing and fixing mild steel round holding Kg 479 97.2 46558.8
12 down bolts with nuts and washer plates
10.20 Providing and fixing bolts including nuts and Kg 524 159.35 83499.4
washers complete.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
10.28 Providing and fixing stainless steel ( Grade Kg 150 772.4 115860
304) railing made of Hollow tubes, channels,
plates etc., including welding, grinding, buffing,
polishing and making curvature (wherever
required) and fitting the same with necessary
stainless steel nuts and bolts complete,
including fixing the railing with necessary
14 accessories & stainless steel dash fasteners ,
stainless steel bolts etc., of required size, on
the top of the floor or the side of waist slab
with suitable arrangement as per approval of
Engineer-in-charge, (for payment purpose only
weight of stainless steel members shall be
considered excluding fixing accessories such
as nuts, bolts, fasteners etc.).
11.0 FLOORING
11.1S General
11.5 62 mm thick cement concrete flooring with Sqm 165 1056.15 174264.75
concrete hardener topping, under layer 50 mm
thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm
nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1
15 cement hardener mix : 2 graded stone
aggregate, 6 mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50 kg
of cement or as per manufacture's
specifications. This includes cost of cement
slurry, but excluding the cost of nosing of steps
11.26S KOTA STONE FLOORING
Kota stone slab flooring over 20 mm (average)
thick base laid over and jointed with grey
cement slurry mixed with pigment to match
the shade of the slab, including rubbing and
polishing complete with base of cement mortar
1 : 4 (1 cement : 4 coarse sand) :
11.41S VITRIFIED FLOOR TILES
Providing and laying flamed finish Granite
stone flooring in required design and patterns,
in linear as well as curvilinear portions of the
building all complete as per the architectural
drawings with 18 mm thick stone slab over 20
mm (average) thick base of cement mortar 1:4
(1 cement : 4 coarse sand) laid and jointed
with cement slurry and pointing with white
cement slurry admixed with pigment of
matching shade including rubbing, curing and
polishing etc. all complete as specified and as
directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Sqm 150 3186.7 478005
Cherry Red, Elite Brown, Cat Eye or equivalent.
12.0 ROOFING
12.1S SHEET ROOFING
12.11 Extra for providing and fixing wind ties of 40x 6 Metre 200 195.6 39120
mm flat iron section.
12.37S RAIN WATER SPOUT AND PIPE
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
12.50 Providing and fixing precoated galvanised iron Sqm 200 738.65 147730
profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-
charge) of total coated thickness 0.50 mm
(base metal of minimum 0.45 mm thickness
with total coating thickness of 0.05 mm) 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 (5.5x 55 mm) 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.
Providing and fixing precoated galvanised steel
sheet roofing accessories of total coated
thickness 0.50 mm (base metal of minimum
0.45 mm thickness with total coating thickness
of 0.05 mm) 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
using self drilling/ self tapping screws complete
13.0 FINISHING
13.44S EXTERIOR FINISHING
Finishing walls with 100% Premium acrylic
emulsion paint (Company Depot Tinted) having
VOC less than 50 gm/litre and UV resistance as
per IS 15489:2004, Alkali & fungal resistance,
dirt resistance exterior paint of required shade
with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 84 181.25 15225
21 litre/ 10 sqm. Over and including priming coat
of exterior primer applied @ 0.90 litre/10 sqm.
Finishing with Epoxy paint (two or more coats)
at all locations prepared and applied as per
13.52 manufacturer's specifications including
appropriate priming coat, preparation of
surface, etc. complete.
15.0 DISMANTLING AND DEMOLISHING
15.1S General
Demolishing cement concrete manually/ by
mechanical means including disposal of
material within 50 metres lead as per direction
of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 14 2434.25 34079.5
equivalent design mix)
21.0 ALUMINIUM WORK
21.1S General
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
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,
Aluminium snap beading for glazing /
panelling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing,
panelling and dash fasteners to be paid for
21.1.1 For fixed portion
21.1.1.1 Anodised aluminium (anodised transparent or Kg 1500 495.05 742575
24 dyed to required shade according to IS: 1868,
Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door,
window, ventilator shutters and partitions etc.
with EPDM rubber / neoprene gasket etc.
21.3 complete as per the architectural drawings and
the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic
21.3.2 With float glass panes of 5 mm thickness Sqm 150 1505.25 225787.5
(weight not less than 12.50 kg/sqm)
21.17 Providing and fixing anodised aluminium grill Kg 200 638.35 127670
(anodised transparent or dyed to required
shade according to IS: 1868 with minimum
anodic coating of grade AC 15) of approved
design/pattern, with approved standard section
and fixed to the existing window frame with
C.P. brass/ stainless steel screws @ 200 mm
centre to centre, including cutting the grill to
proper opening size for fixing and operation of
handles and fixing approved anodised
aluminium standard section around the
opening, all complete as per requirement and
direction of Engineer-in-charge. (Only weight
of grill to be measured for payment).
Item- 3 Provision of New Staircase and Extension of Existing Gangway at PF No.1 in MV Junction
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including loading,
unloading and stacking
1.1.1 Lime, moorum, building rubbish
2.0 EARTH WORK
2.1S General
Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over
areas (exceeding 30 cm in depth, 1.5 m in
2.6 width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and for all lift, as directed by
Engineer-in-charge.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
2.25 Filling available excavated earth (excluding cum 73 196 14308
rock) in trenches, plinth, sides of foundations
3 etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 and for all lift.
Extra for every additional lift of 1.5 m or part
2.26 thereof in excavation / banking excavated or
stacked materials.
4.0 CONCRETE WORK
4.1S CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from
natural sources)
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 81 392.15 31764.15
for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 55 961.3 52871.5
5.33S DESIGN MIX CONCRETE
Providing and laying in position ready mixed or
site batched design mix cement concrete for
reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana / Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
5.33 accelerate / retard setting of concrete, to
improve durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering, finishing and reinforcement as per
direction of the engineer-in-charge, for the
following grades of concrete.:
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 68 9504.75 646323
content of 330 kg /cum
5.33.2 All works above plinth level upto floor V level
5.33.2.1 Concrete of M25 grade with minimum cement cum 18 9860.4 177487.2
content of 330 kg /cum
6.0 MASONRY WORK
6.1S General
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
10.0 STEEL WORK
10.1S General
10.2 Structural steel work riveted, bolted or welded Kg 1000 133.7 133700
in built up sections, trusses and framed work,
11 including cutting, hoisting, fixing in position
and applying a priming coat of approved steel
primer all complete.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc.,
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.
10.20 Providing and fixing bolts including nuts and Kg 100 159.35 15935
washers complete.
11.0 FLOORING
11.1S General
11.5 62 mm thick cement concrete flooring with Sqm 232 1056.15 245026.8
concrete hardener topping, under layer 50 mm
thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm
nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1
14 cement hardener mix : 2 graded stone
aggregate, 6 mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50 kg
of cement or as per manufacture's
specifications. This includes cost of cement
slurry, but excluding the cost of nosing of steps
11.16S TILE FLOORING
Chequered terrazzo tiles 22 mm thick with
graded marble chips of size up to 6 mm in
floors, jointed with neat cement slurry mixed
11.19 with pigment to match the shade of the tiles,
including rubbing and polishing complete, on
20 mm thick bed of cement mortar 1:4 (1
cement :4 coarse sand) :
11.19.2 Medium shade pigment using 50% white Sqm 175 1483.6 259630
cement, 50% ordinary cement
12.0 ROOFING
12.1S SHEET ROOFING
12.11 Extra for providing and fixing wind ties of 40x 6 Metre 280 195.6 54768
mm flat iron section.
12.37S RAIN WATER SPOUT AND PIPE
12.50 Providing and fixing precoated galvanised iron Sqm 270 738.65 199435.5
profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-
charge) of total coated thickness 0.50 mm
(base metal of minimum 0.45 mm thickness
with total coating thickness of 0.05 mm) 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 (5.5x 55 mm) 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.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Providing and fixing precoated galvanised steel
sheet roofing accessories of total coated
thickness 0.50 mm (base metal of minimum
0.45 mm thickness with total coating thickness
of 0.05 mm) 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
using self drilling/ self tapping screws complete
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
13.44S EXTERIOR FINISHING
Finishing walls with 100% Premium acrylic
emulsion paint (Company Depot Tinted) having
VOC less than 50 gm/litre and UV resistance as
per IS 15489:2004, Alkali & fungal resistance,
dirt resistance exterior paint of required shade
with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 6 181.25 1087.5
20 litre/ 10 sqm. Over and including priming coat
of exterior primer applied @ 0.90 litre/10 sqm.
15.0 DISMANTLING AND DEMOLISHING
15.1S General
Demolishing cement concrete manually/ by
mechanical means including disposal of
material within 50 metres lead as per direction
of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 33 2434.25 80330.25
equivalent design mix)
26.0 NEW TECHNOLOGIES AND MATERIALS
26.41S NEW TECHNOLOGY ITEMS
26.65 Providing and fixing roofing consist of 0.8 mm Sqm 150 1525.6 228840
thick galvanized steel deck sheet confirming to
IS 277:1992 used as permanent shuttering
over which MS wire mesh 3mm laid at 100x100
mm grid including edge trim covered with
concrete. This metal deck will be supported on
structural steel beam with shear studs.
(Structural steel like Beam, column, joists etc.
& concrete of different grade as per design will
be paid separately).
Item- 4 Dismantling of Existing Stairway and Gangway in PF 1 at MV Junction
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including loading,
unloading and stacking
1.1.1 Lime, moorum, building rubbish
1.1.11 Steel
15.0 DISMANTLING AND DEMOLISHING
15.1S General
mechanical means including stacking of steel
3 bars and disposal of unserviceable material
within 50 metres lead as per direction of
Engineer - in- charge.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Demolishing brick work manually/ by
mechanical means including stacking of
15.7 serviceable material and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge.
Dismantling steel work in single sections
15.17 including dismembering and stacking within 50
metres lead in:
15.18 Dismantling steel work in built up sections in Kg 21328 5.65 120503.2
angles, tees, flats and channels including all
6 gusset plates, bolts, nuts, cutting rivets,
welding etc. including dismembering and
stacking within 50 metres lead.
15.20 Extra for dismantling trusses, rafters, purlins kg per 3255 .85 2766.75
7 etc. of steel work for every additional span of metre
one metre or part thereof beyond 10 metres span
15.21 Extra for dismantling trusses, rafters, purlins kg per 4650 .85 3952.5
8 etc. of steel work for every additional height of metre
one metre or part thereof beyond 5 metres. height
Dismantling tile work in floors and roofs laid in
15.23 cement mortar including stacking material
within 50 metres lead.
Dismantling roofing including ridges, hips,
15.28 valleys and gutters etc., and stacking the
material within 50 metres lead of:
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