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Tender Value
₹3.3 Cr
EMD Value
₹3.2 L
Closing Date
16 Feb 2026, 11:00 amClosed
Chennai Division- MAS-ENR section - Provision of New stainless steel Foot Over Bridge at VOC nagar Stations under Umbrella work 2018-19.
MAS04OF26021E
MAS04OF26021E
Open
9 Months
Chennai, Tamil Nadu
₹0
₹3.2 L
23 Jan 2026
23 Jan 2026
2 Feb 2026
Schedule of Rates 2021 (Formation,Br & Pway works) for Chennai Division.
SW-IC- Provision of New Foot Over Bridge at VOC Nagar Station-Revised (Old agreement
S No. Item Description of Item Unit Qty Rate Amount
Earthwork in excavation by mechanical means
(Hydraulic Excavator)/Manual Means for
foundations and floors of the bridges, retaining
walls etc. including setting out, dressing of
sides, ramming of bottom, getting out the
excavated material, back filling in layers with
approved material and consolidation of the
layers by ramming and watering etc. including
all lift, disposal of surplus soil up to a lead of
300m, all types of shoring and strutting with all
labour and material complete as per drawing
and technical specification as directed by
Engineer in charge. Note: This item will be used
for excavation work in connection with other
miscellaneous works also like side drains,
foundation for OHE masts and other
miscellaneous structures in connection with
Gauge Conversion, Doubling, New lines.
Providing and laying in position Plain cement
concrete of specified Nominal Mix for
miscellaneous works like side drains, foundation
for OHE masts and other miscellaneous
structures excluding the cost of Cement,
centering and shuttering - All work up to plinth
graded stone aggregate 20 mm nominal size)
3 022040 P r o v id in g and laying in position machine cum 65.00 4561.69 296509.85
batched, machine mixed and machine vibrated
Cement Concrete of specified grade as per
approved Design Mix (mixed in Mobile Concrete
Batching/Mixing Plant at site or RMC from
approved plants) using 20mm graded crushed
stone aggregate and coarse sand of approved
quality in RCC raft foundation & Pile cap
including finishing, using Plasticiser in approved
proportions (as per IS:9103), to modify
workability without impairing strength and
durability complete as per specifications and
direction of the Engineer in charge. Note: 1.
Payment for cement, reinforcement and
shuttering shall be made extra under relevant
item. 2. Plasticiser shall invariably be used in
approved proportion to increase workability with
minimum possible quantity of cement for all
grade of Design Mix Concrete unless it is
specifically approved citing reasons for not
using plasticiser at the stage of Mix Design and
in that case deduction shall be made as per
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
P r o v id in g and laying in position machine
batched, machine mixed and machine vibrated
Cement Concrete of specified grade as per
approved Design Mix (mixed in Mobile Concrete
Batching/Mixing Plant at site or RMC from
approved plants) using 20mm graded crushed
stone aggregate and coarse sand of approved
quality for the following Reinforced cement
concrete structural elements up to height of 9.0
m from foundation top level, including finishing,
using Plasticiser in approved proportions (as per
IS:9103), to modify workability without
impairing strength and durability complete as
per specifications and direction of the Engineer
in charge. N o t e : 1. Payment for cement,
reinforcement and shuttering shall be made
extra under relevant item. 2. Plasticiser shall
invariably be used in approved proportion to
increase workability with minimum possible
quantity of cement for all grade of Design Mix
Concrete unless it is specifically approved citing
reasons for not using plasticiser at the stage of
Mix Design and in that case deduction shall be
made as per relevant item.
5 022100 Providing, fabricating and installing permanent MT 9.00 123864.05 1114776.45
casing pipe for bored piles for all diameters with
specified thickness of steel plate including all
labour, materials, tools & complete as per
approved drawing & specifications complete in
all respect as per the direction of Engineer in
charge. Note: Payment shall be made as per the
weight of circular plate of casing pipe only.
Conducting load test of a single pile up to
specified capacity in accordance with IS:2911
(Part-IV) including installation of loading
platform and preparation of pile head or
construction of test cap and dismantling of test
cap after test etc. with all labour, material, tool
& plants, equipment, machinery, etc. complete
as per drawing and specification, as directed by
6 022121 Initial load test up to 50 ton capacity pile Each 2.00 67014.84 134029.68
7 022122 Initial load test above 50 ton and up to 100 T Each 2.00 81360.92 162721.84
8 022123 Initial load test above 100 ton and up to 250 T Each 2.00 108092.38 216184.76
Lateral load testing of single pile in accordance
with "IS Code of practice IS:2911 (Part-IV) for
determining safe allowable lateral load of pile"
with all labour, material, tool & plants,
equipment, machinery, etc complete as per
drawing and specification as directed by the
9 022131 Piles with lateral load capacity of up to 50 ton Each 2.00 19329.45 38658.90
10 022132 Piles with lateral load capacity of above 50 ton Each 2.00 20506.84 41013.68
and up to 100 ton
11 022140 Pulse Echo Test (PET) for integrity testing of Each 5.00 1471.73 7358.65
piles with contractor's men, materials and
machines. The rate includes cost of Inspection
of site, preparation of pile head and any other
unforeseen cost required for the test,
submission of reports in triplicate as per
satisfaction of the Engineer in Charge.
Centering and shuttering including strutting,
propping etc. and removal of form for :
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
12 025031 All types of bridge sub-structures, e.g. pier, Sqm 350.00 765.08 267778.00
abutment, wing wall, retaining wall, RCC box
type foundations, Abutment cap, Pier Cap,
Inspection Platform & Pedestal over Pier cap,
Fender wall, Diaphragm wall etc. up to 5m
above ground level
Providing road crane of specified lifting capacity
with specified jib length revolving type for
material handling, assembly & erection of
girders/slab/RCC Box etc.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working hours
14 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 24.00 867.49 20819.76
minimum 1.10 cum bucket capacity
15 211220 Supplying and filling 50 kg size empty cement Each 5000.00 17.90 89500.00
polythene bags with Rly.
Ballast/moorum/earth/Sand/quarry dust etc.
placing the filled bags on the high banks /bridge
approaches/nominated place etc. dumping and
spreading at the nominated locations to profile
under block period with all contractor's labour,
tools, plants, loading, unloading, filling,
spreading including all lead/lift etc. complete
and as directed by the Engineer in charge at
site including crossing of track where necessary.
16 211230 Supply, filling and stacking of sand bags layer Each 5000.00 16.66 83300.00
by layer filled with Railway Sand/railway quarry
dust in Contractor's empty polythene cement
bags of 50 kg bags with all contractors labour,
tools, plants, lead, lift etc., including stitching
the same with machine using polythene thread
complete as directed by Engineer-in charge at
Schedule Schedule C-List of items of work that are covered under Delhi Schedule of Rates 2021
SW-IC - Provision of New Foot Over Bridge at VOC Nagar Station-Revised (Old agreement
S No. Item Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including
loading,unloading and stacking
1.1.2 Earth
1.1.11 Steel
5.0 REINFORCED CEMENT CONCRETE
5.19S ENCASING ROLLED STEEL SECTION
5.19 Encasing rolled steel sections, in beams and cum 15 14191.95 212879.25
columns, with cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand (zone-III) derived from
3 natural sources : 3 graded stone aggregate 20
mm nominal size derived from natural sources)
including centering and shuttering complete but
, excluding cost of reinforcement.
6.0 MASONRY WORK
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
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 :
11.0 FLOORING
Cement plaster skirting up to 30 cm height, with
11.6 cement mortar 1:3 (1 cement : 3 coarse sand),
finished with a floating coat of neat cement.
11.16S TILE FLOORING
Chequerred precast cement concrete tiles 22
mm thick in footpath & courtyard, jointed with
neat cement slurry mixed with pigment to
match the shade of tiles, including rubbing and
cleaning etc. complete, on 20 mm thick bed of
cement mortar 1:4 (1 cement: 4 coarse sand).
6 11.20.3 Dark shade pigment using ordinary cement Sqm 200 983.95 196790
12.0 ROOFING
Providing and fixing on wall face unplasticised -
PVC moulded fittings/ accessories for
unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including
jointing with seal ring conforming to IS : 5382,
leaving 10 mm gap for thermal expansion.
12.50 Providing and fixing precoated galvanised iron Sqm 220 671.55 147741
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 (5.5x 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 0.50 mm (+0.05 %)
total coated thickness, Zinc coating 120 grams
12.51 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
Wall painting with acrylic emulsion paint of
13.60 approved brand and manufacture to give an
20.0 PILE WORK
CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY
Boring, providing and installation bored cast-in-
situ reinforced cement concrete piles of grade
M-25 of specified diameter and length below the
pile cap, to carry a safe working load not less
than specified, excluding the cost of steel
reinforcement but including the cost of boring
with bentonite solution and temporary casing of
appropriate length for setting out and removal
of same and the length of the pile to be
embedded in the pile cap etc. by percussion
drilling using Direct mud circulation (DMC) or
Bailer and chisel technique by tripod and
mechanical Winch Machine all complete,
including removal of excavated earth with all its
lifts and leads (length of pile for payment shall
be measured up to bottom of pile cap).
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