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Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
29 Jun 2026, 11:00 am
ADEN/TBM Sub-division - Augmentation of water supply in platforms @ TBM & TBMS Station's.
SOUTH1
SOUTH1
Open
12 Months
Unknown (Unspecified Location)
₹0
₹3.1 L
6 Jun 2026
6 Jun 2026
15 Jun 2026
provision of 12%. However, tenderers should quote rates for items inclusive of 18% GST).
Item- 1 ADEN/TBM Sub-division - Augmentation of water supply in platforms @ TBM & TBMS Station's
S No. Item No Description of Item Unit Qty Rate Amount
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 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 rock) cum 598.5 196 117306
in trenches, plinth, sides of foundations etc. in
2 layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 and for all lift.
2.27 Supplying and filling in plinth with sand under cum 40.17 2123.75 85311.04
3 floors, including watering, ramming,
consolidating and dressing complete.
4.0 CONCRETE WORK
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 a n d fine aggregate derived from
natural sources and using recycled concrete
aggregate (RCA) as coarse aggregate and fine
aggregate within the permissible utilization,
Portland/Pozzolana / Ordinary Portland/Portland
4.20A Slag cement, admixtures in recommended
proportions as per IS: 9103 to 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 and finishing as per
direction of the engineer-in-charge; for the
following grades of concrete.
4.20A.2 All works above plinth and upto floor V level
4.20A.2.3 Concrete of M20 grade with minimum cement cum 215 9361.5 2012722.5
content of 270 kg /cum.
6.0 MASONRY WORK
6.1S General
Brick work with common burnt clay F.P.S. (non
6.1 modular) bricks of class designation 7.5 in
foundation and plinth in:
8.0 CLADDING WORK
8.20S STONE WORK DRY CLADDING
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
8.32 Designing, fabricating, testing, installing and Sqm 189 5015.05 947844.45
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.
9.0 WOOD AND P.V.C. WORK
9.55S BRIGHT FINISHED M.S. FITTINGS
Providing and fixing ISI marked IS:1341 M.S.
9.55 pressed butt hinges bright finished with
necessary screws etc. complete :
10.0 STEEL WORK
10.1S General
10.1 Structural steel work in single section, fixed with Kg 4282 117.35 502492.7
or without connecting plate, including cutting,
hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
CHENNAI DIVISION-ENGINEERING/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.
10.19 Providing and fixing mild steel round holding Kg 751.05 97.2 73002.06
10 down bolts with nuts and washer plates
12.0 ROOFING
12.37S RAIN WATER SPOUT AND PIPE
Providing and fixing on wall face unplasticised
Rigid PVC rain water pipes conforming to IS :
12.41 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.
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 89.75 2434.25 218473.94
equivalent design mix)
15.3 Demolishing R.C.C. work manually/ by cum 6.6 3551.25 23438.25
mechanical means including stacking of steel
13 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 serviceable material
15.7 and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-
Dismantling G.I. pipes (external work) including
excavation and refilling trenches after taking out
15.44 the pipes, manually/ by mechanical means
including stacking of pipes within 50 metres lead
as per direction of Engineer-in-charge :
Dismantling of C.I. sluice valve including stacking
of useful materials within a lead of 50 metres
15.57 Dismantling aluminium/ Gypsum partitions, Sqm 285 56.35 16059.75
doors, windows, fixed glazing and false ceiling
18 including disposal of unserviceable material and
stacking of serviceable material with in 50
meters lead as directed by Engineer-in-charge.
16.0 ROAD WORK
16.49S MISCELLANEOUS
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
Providing and laying gang saw cut 18 mm thick,
mirror polished pre moulded and pre polished
machine cut granite stone of required size and
shape of approved shade, colour and texture in
footpath, flooring cut granite stone of required
size and shape of approved shade, colour and
16.86 texture in footpath, flooring in road side plazas
and similar locations, laid over 20mm thick base
of cement mortar 1:4 (1cement : 4 coarse sand)
including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups
etc. complete as per direction of Engineer-in-
19 16.86.1 With granite stone of area less than 0.50 sqm. Sqm 22 4746.2 104416.4
17.0 SANITARY INSTALLATIONS
17.1S General
Providing and fixing wash basin with C.I.
brackets, 15 mm C.P. brass pillar taps, 32 mm
17.7 C.P. brass waste of standard pattern, including
painting of fittings and brackets, cutting and
making good the walls wherever require:
17.7.11 Stainless Steel AISI-304(18/8) Wash basin Each 12 4149.75 49797
20 530x345 mm with single 15 mm C.P. brass pillar
Providing and fixing P.V.C. waste pipe for sink or
17.28 wash basin including P.V.C. waste fittings
17.28.1 Semi rigid pipe
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
Providing and fixing G.I. pipes complete with G.I.
fittings and clamps, including cutting and making
good the walls etc. ( Internal work - Exposed on
Providing and fixing G.I. pipes complete with G.I.
18.12 fittings including trenching and refilling etc.
Making connection of G.I. distribution branch with
G.I. main of following sizes by providing and
fixing tee, including cutting and threading the
pipe etc. complete :
18.15S BRASS FITTINGS
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
Providing and fixing ball valve (brass) of
18.18 approved quality, High or low pressure, with
plastic floats complete :
Providing and fixing gun metal non- return valve
of approved quality (screwed end) :
18.19.6 80 mm nominal bore
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES
Constructing masonry Chamber 30x30x50 cm
inside, in brick work in cement mortar 1:4 (1
cement :4 coarse sand) for stop cock, with C. I.
surface box 100x100 x75 mm (inside) with
hinged cover fixed in reinforced cement concrete
slab 1:1.5:3 mix (1 cement : 1.5 coarse sand: 3
graded stone aggregate 20 mm nominal size),
including necessary excavation, foundation
concrete 1:5:10 ( 1 cement : 5 fine sand :10
graded stone aggregate 40 mm nominal size )
and inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12mm thick, finished
with a floating coat of neat cement complete as
per standard design :
18.32.1 With common burnt clay F.P.S.(non modular) Each 8 1992.6 15940.8
bricks of class designation 7.5
Constructing masonry Chamber 60x60x75 cm
inside, in brick work in cement mortar 1:4 (1
cement : 4 coarse sand) for sluice valve, with
C.I.surface box 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep ( inside) with
chained lid and RCC top slab 1:1.5:3 mix (1
cement : 1.5 coarse sand : 3 graded stone
18.33 aggregate 20 mm nominal size ) including
necessary excavation, foundation concrete
1:5:10 (1 cement : 5 fine sand: 10 graded stone
aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a
floating coat of neat cement complete as per
standard design :
18.33.1 With common burnt clay F.P.S.(non modular) Each 1 10862.4 10862.4
bricks of class designation 7.5
Painting G.I. pipes and fittings with synthetic
enamel white paint with two coats over a ready
mixed priming coat, both of approved quality for
Painting G.I. pipes and fittings with two coats of
18.40 anti-corrosive bitumastic paint of approved
Providing and fixing G.I. Union in G.I. pipe
18.46 including cutting and threading the pipe and
making long screws etc. complete (New work) :
Providing and fixing G.I. Union in existing G.I.
pipe line, cutting and threading the pipe and
18.47 making long screws, including excavation,
refilling the earth or cutting of wall and making
good the same complete wherever required :
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
18.48 Providing and placing on terrace (at all floor Per 10000 11 110000
levels) polyethylene water storage tank, IS : Litre
12701 marked, with cover and suitable locking
arrangement and making necessary holes for
inlet, outlet and overflow pipes but without
fittings and the base support for tank.
18.49S C.P. BRASS FITTINGS
Providing and fixing C.P. brass bib cock of
approved quality conforming to IS:8931 :
18.59S AIR VALVE & WATER METER (BULK TYPE)
Providing and fixing C.I. double acting air valve
of approved quality with bolts, nuts, rubber
insertions etc. complete (The tail pieces, tapers
etc if required will be paid separately) :
23.0 RAIN WATER HARVESTING & TUBEWELLS
23.1S General
Boring/drilling bore well of required dia for
casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including
collecting samples from different strata,
preparing and submitting strata chart/ bore log,
including hire & running charges of all
equipments, tools, plants & machineries required
for the job, all complete as per direction of
Engineer-in-charge, upto 90 metre depth below
23.1.1 All types of soil
23.1.2 Rocky strata including Boulders
Supplying, assembling, lowering and fixing in
vertical position in bore well, unplasticized PVC
medium well casing (CM) pipe of required dia,
23.3 conforming to IS: 12818, including required hire
and labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer -in-charge.
Supplying, assembling, lowering and fixing in
vertical position in bore well unplasticized PVC
medium well screen (RMS) pipes with ribs,
23.4 conforming to IS: 12818, including hire & labour
charges, fittings & accessories etc. all complete,
for all depths, as per direction of Engineer-in-
23.6 Supplying, filling, spreading & leveling gravels of cum 30 1538.25 46147.5
size range 5 mm to 10 mm, in the recharge pit,
56 over the existing layer of boulders, in required
thickness, for all leads & lifts, all complete as per
direction of Engineer-in-charge.
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