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Tender Value
₹366.8 Cr
EMD Value
₹7.3 Cr
Closing Date
10 Jul 2026, 12:00 pm
Augmentation of Vadlapudi Wagon Workshop for enhancement of POH out turn from 300 to 600 wagons at Wagon Work shop, Vadlapudi, Visakhapatnam in Waltair Division of East Coast Railway.
EPCCECONIIIVSKP2026002
EPCCECONIIIVSKP2026002
Open
24 Months
Visakhapatanam, Andhra Pradesh
₹0
₹7.3 Cr
31 May 2026
31 May 2026
26 Jun 2026
Stabling Line, Site Development and allied works.
CAO/C/WAT-ENGINEERING/ECOR
Item- 1 G1/A1 - Execution of Works covered under ECoR-USSOR-2021
S No. Item Description of Item Unit Qty Rate Amount
1 011032 Earthwork in filling in embankment, guide cum 25000.00 441.75 11043750.00
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation
of foundations as applicable, benching in
existing banks wherever required, spreading
in layers with motor grader, bringing the
moisture content to OMC, mechanical
compaction to specified density and dressing
of bank to final profile as per RDSO
Specifications: RDSO/2020/GE: IRS-0004 with
latest correction slips. Note: 1) Foundation
preparation, Benching including additional
earthwork on account of this, wherever
required, shall be paid extra under relevant
schedule item for benching. 2) Payment for
Earthwork under this item shall be made
based on the cross section measurements
calculated (i) with original ground profile of
existing bank based on initial ground levels
before doing benching and (ii) final profile of
the bank worked out with final levels as per
prevailing guidelines. : USING SOIL CLASS SQ2
: (ECoR USSOR 2021-Ver-3)
2 012011 Earthwork in cutting in formation, trolley cum 84000.00 104.45 8773800.00
refuges, side drains, level crossing
approaches, platforms, catch water drains,
diversion of nallah & finishing to required
dimension and slopes to obtain a neat
appearance to standard profile inclusive of all
labour, materials, plant & machinery, leading
all cut spoils either to make spoil dumps or for
filling in embankment with leads within 2 km
on either side of edge of the cutting(s)
including all lifts, ascent, descent, loading,
unloading, bailing & pumping out water, if
required, clearance of site and all other works
incidental thereto for completing the work as
per RDSO Specification No. RDSO/2020/GE:
IRS-0004 with latest updated correction slips
and to the satisfaction of the Engineer-in-
Charge. Note: (i) All usable earth arising from
cut spoils shall be led into bank formation and
Unusable spoils shall be dumped / stacked
away from toe of embankment. (ii) All hard
rock /and boulders not fit for filling will be
stacked by the contractor and will be property
of the Railways. (iii)Cut trees shall be property
of Railways and to be deposited in the railway
godown unless specified otherwise in the
Conditions of Contract. : IN ALL CONDITIONS
AND CLASSIFICATIONS OF SOIL EXCEPT ROCK
: (ECoR USSOR 2021-Ver-3 )
CAO/C/WAT-ENGINEERING/ECOR
3 012030 Mechanical manufacturing of blanketing cum 23000.00 2314.98 53244540.00
material by using only hard and durable stone
crushed in mechanical crusher to different
gradations, wet mixing of the same in
designed proportion in Pug mill or wet mix
plant to have uniform gradation including all
incidental transportation, laying over finished
formation in uniform layer(s) with motor
grader, compaction with suitable vibratory
roller to specified density and finishing to
correct profile, complete as per RDSO
Specification No. RDSO/2020/GE: IRS-0004
with latest correction slips. Note: This item
shall be used only when entire constituent of
blanketing material is mechanically
manufactured by crushing of hard and
durable stone into desired gradation of
designed proportion. : (ECoR USSOR 2021-
4 022011 Earthwork in excavation by mechanical means cum 3071.00 194.13 596173.23
(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. : ALL
KINDS OF SOILS : (ECoR USSOR 2021-Ver-3 )
5 022040 Providing and laying in position machine cum 287.00 3777.08 1084021.96
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 relevant item. : (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
6 022052 Providing and laying in position machine cum 170.00 3842.31 653192.70
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. 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 relevant item. : WING WALL AND RETURN
WALL : (ECoR USSOR 2021-Ver-3)
7 022070 Providing and fixing Weep Holes in Metre 190.00 276.80 52592.00
Abutments, Wing walls and Return walls etc.,
of new bridges with 110mm dia UPVC pipe
Type A ISI marked with all contractor's men,
material, transportation, all taxes as per
specifications and as directed by Engineer-in-
Charge. : (ECoR USSOR 2021-Ver-3)
8 024010 Providing and casting machine batched, cum 835.00 4154.79 3469249.65
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, (Cast in-Situ/Pre-cast) in
bottom/top slab, side walls, toe wall and
sumps haunch filling head walls, thrust bed or
any other component using 20mm graded
crushed stone aggregate and coarse sand of
approved quality of RCC box of any size
including finishing, Plasticiser in approved
proportions (as per IS:9103), to modify
workability without impairing strength and
durability, complete as per drawings and
technical specifications as directed by
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 at the
stage of Mix Design and in that case
deduction shall be made as per relevant item.
: (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
9 024020 Providing and laying in position machine cum 275.00 3777.08 1038697.00
batched, machine mixed and machine
vibrated Design Mix Cement Concrete, mixed
in Mobile Concrete Batching/Mixing Plant at
site or RMC from approved plants, of specified
grade (cast in-situ) using 20mm graded
crushed stone aggregate and coarse sand of
approved quality in Drop and curtain wall and
alike structures below bed level, complete in
all respect as per drawings and technical
specifications to the satisfaction of Engineer-
in-Charge. Note: Payment for cement,
reinforcement and shuttering shall be made
extra. : (ECoR USSOR 2021-Ver-3)
10 025020 Providing and applying two coats of coal tar or Sqm 666.00 126.98 84568.68
bitumen confirming to IS:3117- latest version
on the top and sides of RCC box/slabs @ 1.70
kg/sqm after cleaning the surface with all
labour and materials complete job as directed
by the Engineer. : (ECoR USSOR 2021-Ver-3)
11 025031 Centering and shuttering including strutting, Sqm 4410.00 665.63 2935428.30
propping etc. and removal of form for : All
types of bridge sub-structures, e.g. pier,
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 : (ECoR USSOR 2021-Ver-
12 025032 Centering and shuttering including strutting, Sqm 261.00 868.54 226688.94
propping etc. and removal of form for : All
types of bridge super-structures, e.g. slabs, I-
girders, T-girders, Box girders etc. up to 5m
above ground level. : (ECoR USSOR 2021-Ver-
13 025072 Supply and using Cement at Worksite : MT 456.00 8819.69 4021778.64
ORDINARY PORTLAND CEMENT 53 GRADE OF
APPROVED BRANDS/MAKES : (ECoR USSOR
14 025082 Supply of steel reinforcement of approved Kg 150000.00 102.40 15360000.00
brands/makes for R.C.C. work including
straightening, cutting, bending, placing in
position and binding all complete. : THERMO-
MECHANICALLY TREATED BARS OF GRADE FE-
500D OR MORE OF APPROVED
BRANDS/MAKES. : (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
15 031030 Providing and launching in position machine cum 61.00 3777.08 230401.88
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 Precast Prestressed
(Pre-tensioned) concrete girder/slab in
contractor's casting yard, 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. Note: 1. Payment for Shuttering,
Cement, Reinforcement, HTS cables including
stressing and launching of girder/slab in
position shall be made extra under relevant
items. However, deduction shall be made in
case of slab as per relevant item. 2. For pre-
cast item, loading in transport vehicle in
casting yard is included and shall not be paid
extra. 3. 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. : (ECoR USSOR 2021-Ver-3)
16 031040 Providing, fabricating & fixing in position to MT 3.34 202324.70 675764.50
exact design profiles, H.T.S. cables of all
classification made from Low Relaxation
strands conforming to IS:14268- latest version
in Prestressed (Post-tensioned) Concrete
girders/slabs etc. including supplying, cutting,
making into cables with necessary spacers,
colour coding, protecting with water soluble
oil at all time, anchoring of cables, supplying
and placing spiral corrugated type galvanized
metal steel ducts sheathing made up of Cold
Rolled Cold Annealed (CRCA) mild steel
conforming to IS:513 of required diameter/
thickness, vent pipe, placing, bending,
routing, fixing, stressing & grouting of cable
ducts with cement grout, Anchorage sets in
required number with provision for future
prestressing if any including all lead and lift
with contractor's own materials, labour,
equipments etc. complete as per drawings &
specifications. Rate also includes covering
anchorage pads with epoxy mortar of
approved quality to avoid corrosion. Cement
for grouting to be paid separately. Payment
shall be made in terms of weight of HTS
cables as per drawing. : (ECoR USSOR 2021-
17 031060 Extra for using HDPE sheathing in place of Metre 394.00 61.81 24353.14
CRCA sheathing: (ECoR USSOR 2021-Ver-3)
18 041321 Launching in position, by any approved MT 170.00 1164.83 198021.10
method, pre-fabricated Steel Girders, precast
PSC girders/slabs, casted at casting bed
developed at site, to correct alignment and
level over the bed block / pedestal with all
required arrangements, complete in all
respect. : PSC GIRDERS / SLABS : (ECoR
USSOR 2021-Ver-3)
19 051030 Supplying of stone boulders weighing not less cum 179.00 1347.74 241245.46
than 35 kg each at specified bridge locations:
(ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
20 051060 Providing and laying Pitching with Stone cum 109.00 2044.84 222887.56
Boulders, weighing not less than 35kg each
with voids filled with spalls on slopes, laid over
prepared filter media including boulder apron
laid dry in front of toe of embankment
complete as per drawing and Technical
Specifications (filter media to be paid
separately under the relevant item). : (ECoR
USSOR 2021-Ver-3)
21 052020 Flooring in Bridges : Providing and laying cum 40.00 2434.79 97391.60
300mm thick (average) Dry Stone flooring
with boulders of not less than 35kg each in
weight, hand packed with surface levelled off
to the correct section with hammer dressing
as necessary on the ground including filling
the gaps with quarry spalls and ordinary sand
complete including cost of supply of all
materials, labour, lead, lift, tools, plants,
crossing of tracks and the like as per drawing
and technical specification as directed by
Engineer in charge. : (ECoR USSOR 2021-Ver-
22 052240 Supplying, spreading and filling coarse sand cum 230.00 1841.69 423588.70
(no cohesive materials to be used) of
approved quality including watering and
ramming in foundation, behind the abutment,
wing wall, retaining wall in layers not
exceeding 150mm thick including its
compaction as per direction of Engineer-in-
charge. The rate includes all lead, lift, ascent,
descent, crossing of Railway line etc.
complete with contractor's labour, materials,
tools and plant. : (ECoR USSOR 2021-Ver-3)
23 061011 Pulling & positioning of rails accurately on RM 38000.00 8.49 322620.00
cess including supporting rails, providing
required gap and squaring at ends for renewal
preparation, as directed by Engineer in-
charge. : UP TO 40 M LONG RAIL PANEL :
(ECoR USSOR 2021-Ver-3)
24 061021 Dismantling and removing rail of all section & TRM 100.00 41.65 4165.00
length from track, laid on any type & density
of sleeper by removing fish plates, fastenings
& fish bolts and other materials including
stacking all released materials within an
average distance of 500 metres as directed by
Engineer in-charge. Note: 1.Cutting of rails
shall be paid separately. 2.Work to be done
under traffic block. : FOR THROUGH RAIL
RENEWAL WORK : (ECoR USSOR 2021-Ver-3)
25 063011 Fixing of fish plates with fish bolts on a joint of Joint 2310.00 181.67 419657.70
all rail sections duly lubricating fish
plates/bolts with contractor's grease graphite
in running track condition including
transportation of fish plates and fish bolts
from nearest station / store / level crossing.
Note: Rail cutting & drilling to be paid
separately. : FISH PLATES WITH 4 FISH BOLTS.
: (ECoR USSOR 2021-Ver-3)
26 063012 Fittings/Lubrication Works : Fixing of fish Joint 250.00 253.16 63290.00
plates with fish bolts on a joint of all rail
sections duly lubricating fish plates/bolts with
contractor's grease graphite in running track
condition including transportation of fish
plates and fish bolts from nearest station /
store / level crossing. Note: Rail cutting &
drilling to be paid separately. : Fish plates of 6
bolts. : (ECoR USSOR 2021-Ver-3)
27 063110 Lubrication of gauge face of rail on curves, RM 5000.00 3.58 17900.00
cross overs, points & crossings, turn-in curves
and at locations as required with contractor's
grease graphite grade "O" IS 408 and as
directed. : (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
28 064052 Gas cutting of rail of various sections with Each 5840.00 112.21 655306.40
contractor's tools & plants, as directed by
engineer in-charge : RAIL SECTION OF 52KG
AND ABOVE : (ECoR USSOR 2021-Ver-3)
29 065031 Assembling and Laying of Improved Switch Set 20.00 6210.64 124212.80
Expansion Joint (SEJ) on PSC sleepers of any
rail section as per RDSO drawing including
leading of SEJ rails, sleepers, fittings for a free
lead of 250 metres, cutting of rails, drilling of
holes as required and lubrication of SEJ,
gauging, aligning rails, providing temporary
connection with adequate welding gap with
adjoining rails, providing reference posts at
SEJ, first through packing of SEJ portion to
make track geometry fit for 30 kmph speed
and making ballast profile as per IRPWM.
Note: (1) Rail cutting and hole drilling shall be
paid separately.(2) One set comprise
complete SEJ on both rails at SEJ. : UNDER
CONDITIONS NOT REQUIRING TRAFFIC BLOCK
: (ECoR USSOR 2021-Ver-3)
30 072031 Assembling on temporary staging and Set 1.00 56552.80 56552.80
insertion of all types of turnouts including
diamond crossings and derailing switches on
prepared ballast bed during traffic block,
manually or by contractor's cranes, at
specified location with 52Kg / 60Kg rail section
on PSC sleepers with Railways rails/sleepers
available anywhere within 500m as per
standard drawing, duly leading sleepers, rails,
switches, crossings, fastenings etc. including
rail cutting, drilling, fixing of all components,
fittings etc. with housing of tongue rails as per
requirement of signaling including crossing of
track, filling and spreading of ballast in crib
and shoulder as required, linking of turnout
with existing track, attending track
parameters including lifting, providing one
round of packing to make track fit for 20 kmph
speed including lubrication of
fittings/fastenings, complete in all respect and
as directed by Engineer in-charge. Note:
Required P.Way fittings shall be supplied at
the SSE/P.Way stores. : 1 IN 8½ TURNOUTS :
(ECoR USSOR 2021-Ver-3)
31 072041 Laying and linking of turnouts of all types Set 38.00 42553.21 1617021.98
including diamond crossings & Derailing
switches with 52Kg / 60Kg rail section on PSC
sleepers on prepared ballast bed for New lines
or during total closure of section at indicated
location as per standard drawing, duly leading
sleepers, rails, switches, crossings, fastenings
including rail cutting, drilling, fixing of all
components, fittings with housing of tongue
rails as per requirement of signaling,
preparing ballast bed, filling and spreading of
ballast as required, linking of turnout with
track, attending track parameters including
lifting, providing one round of packing to make
track fit for 20 kmph speed including
lubrication of fittings/fastenings, complete as
directed by Engineer in-charge: 1 IN 8½
TURNOUTS : (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
32 072046 Laying and linking of turnouts of all types Set 4.00 9372.87 37491.48
including diamond crossings & Derailing
switches with 52Kg / 60Kg rail section on PSC
sleepers on prepared ballast bed for New lines
or during total closure of section at indicated
location as per standard drawing, duly leading
sleepers, rails, switches, crossings, fastenings
including rail cutting, drilling, fixing of all
components, fittings with housing of tongue
rails as per requirement of signaling,
preparing ballast bed, filling and spreading of
ballast as required, linking of turnout with
track, attending track parameters including
lifting, providing one round of packing to make
track fit for 20 kmph speed including
lubrication of fittings/fastenings, complete as
directed by Engineer in-charge. : Derailing
Switch : (ECoR USSOR 2021-Ver-3)
33 083030 Boxing and profiling of ballast as per TRM 19000.00 24.39 463410.00
procedure prescribed in latest edition of
IRPWM including cess dressing on both sides
of track. The work will include removing
excess ballast from track and putting the
same in crib and shoulder by leading to a
maximum of 50m including crossing of track,
deweeding on ballast section etc and as
directed by Engineer-In charge. : (ECoR
USSOR 2021-Ver-3)
34 093012 Flash Butt Welding of 90 UTS rails and Each 2900.00 4108.21 11913809.00
finishing of weld to meet the prescribed
tolerances and pass all stipulated tests,
conforming to IR's Manual for Flash Butt
Welding of Rails with latest amendment, using
contractor's self-propelled rail cum road /
Mobile FBW Plants, tools, equipments and
consumables. Item also includes painting with
anticorrosive paint as approved and marking
of welded joints, pre-straightening & post-
straightening of panels and USFD testing of
finished weld as directed by Engineer in-
charge. : 60 KG ON CESS : (ECoR USSOR
35 122012 Shifting & pairing of rails / panels unloaded RM 38000.00 15.05 571900.00
alongside existing running track to adjoining
formation of a new line including crossing of
one track, duly lifting & pushing rail / panel
without damaging it and taking all necessary
precautions, so as not to infringe the running
track, as directed by Engineer in-charge. Note:
The rail barricading, if disturbed during
working, should be restored to its original
condition by the agency including re-fixing &
concreting as required. : RAIL LENGTH UP TO
13M - UNDER CONDITIONS NOT REQUIRING
TRAFFIC BLOCK: (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
36 123030 Laying & Linking Works : Spreading of ballast, cum 31000.00 46.27 1434370.00
from existing stacks available along formation
on top or at cess, in required uniform
thickness, compaction of ballast layer laid on
new formation at all the locations with smooth
wheeled power roller of 8-10 tonne capacity to
sufficient number of passes to form
consolidated ballast bed of approximately
250mm thickness to a width of 4m
symmetrical to centre line of proposed track
in correct line & level with all ascents &
descents, as directed by Engineer in-charge.
Note: Item is inclusive of (a) providing ramp
for taking roller to formation and removing the
same & making good formation after
completion of work; (b) redistribution &
leveling of excess ballast while rolling to
obtain uniform plane cambered surface. :
(ECoR USSOR 2021-Ver-3)
37 123041 Linking of BG track (except at LC, Bridges and TRM 18900.00 271.21 5125869.00
SEJs) with any type of rail section and sleeper
of specified density, on ballast bed spread and
compacted with suitable roller, over prepared
formation including leading free rails/welded
panels available along the alignment on to
formation, leading and spreading all fittings
and fastenings, spreading of sleepers at
specified spacing, squaring, placing of rails
over sleepers and fixing rails to sleepers with
all types of fittings and fastenings to correct
gauge & alignment, lubrication of fittings and
fastenings with contractor's grease as per
IRPWM standards with contractors labour,
tools, consumables, with all lead, lifts etc.
complete and raising, levelling and initial
packing of track to make it fit for 30 kmph and
meet other prerequisites prescribed in Indian
Railway Track Machine Manual for deployment
of Tamping Machine. Note: 1.Rail cutting and
Hole drilling shall be paid separately.
2.Spreading of ballast and compaction shall
be paid separately under relevant item. : FOR
SLEEPER DENSITY OF 1660 SLEEPERS PER KM
: (ECoR USSOR 2021-Ver-3)
38 131032 First or Second Through Packing of track of all TRM 18900.00 127.76 2414664.00
sleeper density including giving a general lift,
as desired to eliminate sag after Deep
Screening work, lifting of track, lowering of
track and major realignment of curves and
formation rehabilitation as per procedure
prescribed in latest edition of IRPWM. Note:
General lift is normally 25 mm and isolated lift
may be up to 50 mm. : FOR PSC SLEEPER
TRACK WITH SLEEPER DENSITY OF 1660 :
(ECoR USSOR 2021-Ver-3)
39 131041 Third or subsequent Through Packing of track TRM 18900.00 89.34 1688526.00
for all sleeper density including picking of
slacks, as required after second through
packing, subsequent to Deep Screening work
as per procedure prescribed in latest edition
of IRPWM. This item can also be used after
lifting/regrading/realignment works also. Note:
General lift is normally 25 mm and isolated lift
may be up to 50 mm. : FOR PSC SLEEPER
TRACK WITH SLEEPER DENSITY OF 1540 :
(ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
40 131051 Through packing of points and crossings, Set 39.00 10631.25 414618.75
derailing switches including gauging, fittings
recoupment, ballasting as required,
elimination of sag and to the required
alignment after Deep Screening as per
procedure prescribed in latest edition of
IRPWM complete as per direction of Engineer-
in-charge. Note: This work shall be operated in
exceptional cases with written approval at
DEN level when UNIMAT is not available and
immediate packing is required to pass train
over it. : 1 in 8½ PSC layout : (ECoR USSOR
41 131054 Through packing of points and crossings, Set 4.00 1514.21 6056.84
derailing switches including gauging, fittings
recoupment, ballasting as required,
elimination of sag and to the required
alignment after Deep Screening as per
procedure prescribed in latest edition of
IRPWM complete as per direction of Engineer-
in-charge. Note: This work shall be operated in
exceptional cases with written approval at
DEN level when UNIMAT is not available and
immediate packing is required to pass train
over it. : 1 in 8½ Derailing Switch : (ECoR
USSOR 2021-Ver-3)
42 135013 Destressing Works : De-stressing of LWR/CWR TRM 13000.00 33.95 441350.00
track of any density under traffic line block
with contractor's labours, tools, equipments
and consumables inclusive of all lead & lift.
Activities include cutting of LWR/CWR into
convenient panels of specified length,
removal of ERCs, liners, greasing of ERCs and
liner contact area, lifting rails and keeping
them on rollers provided at every 15 sleepers,
working out elongation of rail ends depending
on prevailing site conditions, pulling rails with
the help of Hydraulic Tensor to achieve the
desired elongation, cutting rails, as required,
removing rollers and placing rail in position,
re-fixing ERCs & liners and adjustment of gap
at SEJs : Note: (1) Welding of rail joints will be
paid separately. (2) Rail cutting and Hole
drilling shall be paid separately. (3) Opening
and closing of LC if required will be paid
separately. (4) As per procedure prescribed in
latest edition of IRPWM & CE's Circulars for
destressing of LWR/CWR, if any. : WITHOUT
RAIL TENSOR : (ECoR USSOR 2021-Ver-3)
43 136013 Fixing Joggled Fish Plates with bolt / clamp Set 50.00 146.02 7301.00
(supplied by Railway from nearest SSE Store)
in running track conditions at welds on rail, as
directed by engineer in-charge (drilling of
holes in rail, if required, shall be paid
separately). : WITH CLAMPS: (ECoR USSOR
44 137011 Marking and Painting Works : Anti-corrosive RM 38000.00 63.00 2394000.00
painting of rail outside track on rail bottom,
web, foot and fishing plane with two coats of
thickness of 100 microns each by bituminous
black paint confirms to IS-9862 of reputed
make including surface preparation, as a
complete job as per procedure prescribed in
latest edition of IRPWM. : FOR 60 KG RAILS :
(ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
45 137073 Marking, inscribing, painting, writing, Set 39.00 847.63 33057.57
bordering etc. on new / old iron surface at
various locations of Points & Crossings with
details of turn-in / turn-out reference station
mark on rail web for one set, duly preparing
surface with contractor's wire brush and
applying two coats of yellow synthetic enamel
paint of approved quality as background and
stenciling the details to suitable size, as
described for every curve reference station
mark / switch / crossing details with black
enamel paint of approved quality complete, as
directed : Note: Stenciling of letters is only
permitted. No hand written letters are
accepted. : 1 IN 8½ TURNOUT: (ECoR USSOR
46 137074 Marking, inscribing, painting, writing, Set 4.00 423.82 1695.28
bordering etc. on new / old iron surface at
various locations of Points & Crossings with
details of turnin / turn-out reference station
mark on rail web for one set, duly preparing
surface with contractor's wire brush and
applying two coats of yellow synthetic enamel
paint of approved quality as background and
stenciling the details to suitable size, as
described for every curve reference station
mark / switch / crossing details with black
enamel paint of approved quality complete, as
directed : Note: Stenciling of letters is only
permitted. No hand written letters are
accepted. : Derailing Switch : (ECoR USSOR
47 161011 Rails : Quick cutting with abrasive rail cutter Each 6740.00 303.09 2042826.60
of all types of rail sections including wear
resistant, head hardened rails up to 110 UTS,
with contractors tools & plants, equipment,
consumable with all lead & lift etc. complete
as directed by Engineer in-charge. Abrasive
Rail Cutter will be as per RDSO Specification
No. TM/SM/1 (Rev. 01 of 2012) with latest
status of RDSO; Rail Cutting Wheel Abrasive
Disc will be as per RDSO Specification
UTS - OUTSIDE TRACK : (ECoR USSOR 2021-
48 161014 Rails : Quick cutting with abrasive rail cutter Each 10.00 384.24 3842.40
of all types of rail sections including wear
resistant, head hardened rails up to 110 UTS,
with contractors tools & plants, equipment,
consumable with all lead & lift etc. complete
as directed by Engineer in-charge. Abrasive
Rail Cutter will be as per RDSO Specification
No. TM/SM/1 (Rev. 01 of 2012) with latest
status of RDSO; Rail Cutting Wheel Abrasive
Disc will be as per RDSO Specification
UTS - On Running Line : (ECoR USSOR 2021-
49 161041 Drilling holes of 16 mm to 32 mm dia. with Each 10240.00 52.94 542105.60
Rail Drilling machine including chamfering
with appropriate chamfering tools in all types
of rail section with contractor's tools & plants,
equipment, consumable with all lead & lift etc.
complete, as directed by Engineer in-charge.
Rail Drilling Machine will be as per RDSO
Specification No. TM/SM/3, dated 24.04.1991.
: OUTSIDE TRACK : (ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
50 163020 Fittings : Measuring of Toe Load of ERC during Each 126000.00 4.73 595980.00
service in field by Electronic Toe Load
Measuring Device with contractor's tools &
plants, equipment, consumable with all lead &
lift etc. complete, as directed by Engineer in-
charge. Electronic Toe Load Measuring Device
will be as per RDSO's Specification
No.TM/SM/ETLMD/218 dated 13.9.2012. :
(ECoR USSOR 2021-Ver-3)
51 171014 Rails : Loading of rails of any section and MT 2200.00 132.13 290686.00
length up to 13 metres in Wagons / Truck /
trailer including lead up to 50 metres and lift
up to 5 metres. : IN WAGON WHERE
MECHANICAL HANDLING IS POSSIBLE AND
TRAFFIC BLOCK IS NOT REQUIRED OR IN
TRUCK/TRAILER. : (ECoR USSOR 2021-Ver-3)
52 171024 Loading of tongue rail, stock rail, switch MT 524.00 128.97 67580.28
assembly and crossings of any section and
length, SEJ, Glued joint etc. with / without
P.Way fittings and fastenings, in Wagon /
Truck / trailer including lead up to 250 metre
and lift up to 5 metre. : IN WAGON WHERE
MECHANICAL HANDLING IS POSSIBLE AND
TRAFFIC BLOCK IS NOT REQUIRED OR IN
TRUCK/TRAILER. : (ECoR USSOR 2021-Ver-3)
53 171031 Loading, leading and unloading of 52Kg / 60Kg MT 1100.00 356.93 392623.00
rail up to 13 metre length by Railway's Rail
Dolly / Dip Lorry to the nominated location
under traffic with line protection in case road
carriage is not possible with different lead
with a lift up to 5 metre during block period. :
FOR LEAD UP TO 500 METRE. : (ECoR USSOR
54 171032 Loading, leading and unloading of 52Kg / 60Kg MT 1100.00 459.92 505912.00
rail up to 13 metre length by Railway's Rail
Dolly / Dip Lorry to the nominated location
under traffic with line protection in case road
carriage is not possible with different lead
with a lift up to 5 metre during block period. :
For lead beyond 500 metre and up to 1 Km. :
(ECoR USSOR 2021-Ver-3)
55 171053 Unloading of rails of any section and length up MT 2200.00 97.04 213488.00
to 13 metre, in neat manner for Railway
usage from departmental material train (DMT)
or contractor's / Railway's Truck/trailer
including lead up to 50 metre, lift up to 5
metre and stacking in prescribed manner. :
From Wagon where mechanical handling is
possible and traffic block is not required or in
Truck / trailer.
56 172043 Loading, leading and unloading of all types of MT 150.00 266.76 40014.00
P.Way fittings and all other miscellaneous
material except Rails, sleepers, switches,
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note: Lead shall
be the shortest motorable road length
between the points of loading and unloading. :
LEAD BEYOND 10 KM AND UP TO 20 KM :
(ECoR USSOR 2021-Ver-3)
57 172052 Transportation of Rails, sleepers, switches, MT 310.00 101.64 31508.40
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note: 1. Lead shall
be the shortest motorable road length
between the points of loading and unloading.
2. Loading and unloading shall be paid extra
under relevant items. : LEAD BEYOND 5 KM
AND UP TO 10 KM:(ECoR USSOR 2021-Ver-3)
CAO/C/WAT-ENGINEERING/ECOR
58 172053 Transportation of Rails, sleepers, switches, MT 374.00 160.39 59985.86
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note: 1. Lead shall
be the shortest motorable road length
between the points of loading and unloading.
2. Loading and unloading shall be paid extra
under relevant items. : LEAD BEYOND 10 KM
AND UP TO 20 KM : (ECoR USSOR 2021-Ver-3)
59 172056 Transportation of Rails, sleepers, switches, MT 12450.00 541.20 6737940.00
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note: 1. Lead shall
be the shortest motorable road length
between the points of loading and unloading.
2. Loading and unloading shall be paid extra
under relevant items. : LEAD BEYOND 50 KM
AND UP TO 100 KM (ECoR USSOR 2021-Ver-3)
60 172057 Transportation of Rails, sleepers, switches, MT 2000.00 859.99 1719980.00
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note : 1. Lead
shall be the shortest motorable road length
between the points of loading and unloading.
2. Loading and unloading shall be paid extra
under relevant items. : Lead beyond 100 Km
and up to 150 Km (ECoR USSOR 2021-Ver-3)
61 172063 Unloading of 52kg / 60kg PSC line and special MT 12450.00 93.56 1164822.00
sleepers up to 2.75 metre length in Depot /
Station / Mid-section between stations in neat
manner for Railway usage from departmental
material train (DMT) or contractor's / Railway's
Truck/Trailer with crane or any other means
including crossing of one track and lead up to
250 metre & lift up to 5 metre with
contractor's labour, tools & plants, machinery,
consumables etc. Note: In case of any
damage to sleeper during loading, penalty @
50% of the all inclusive cost of sleeper shall
be levied. : FROM TRUCK / TRAILER. (ECoR
USSOR 2021-Ver-3)
62 172073 Unloading of 52kg / 60kg PSC special sleepers MT 1450.00 99.47 144231.50
beyond 2.75 metre length in Depot / Station /
Mid-section between stations in neat manner
for Railway usage from departmental material
train (DMT) or contractor's / Railway's
Truck/Trailer with crane or any other means
including crossing of one track and lead up to
50 metre & lift up to 5 metre with contractor's
labour, tools & plants, machinery,
consumables etc. Note: In case of any
damage to sleeper during loading, penalty @
50% of the all inclusive cost of sleeper shall
be levied. : FROM TRUCK / TRAILER. (ECoR
USSOR 2021-Ver-3)
63 173013 Miscellaneous : Unloading of Switches / MT 524.00 136.19 71363.56
Crossings / SEJ Rails / Glued Joints of any rail
section and length with or without P.Way
fittings & fastenings in neat manner for
Railway usage from departmental material
train (DMT) or contractor's / Railway's
Truck/Trailer with lead up to 250 metre & lift
up to 5 metres. : FROM TRUCK / TRAILER.
(ECoR USSOR 2021-Ver-3)
64 173031 Collection, segregation and stacking of MT 80.00 382.22 30577.60
various scattered P.Way materials at
nominated stacking location with serviceable
and un-serviceable ones separately within a
lead up to 500 metre and lift up to 5 metre
including crossing of track(s) wherever
necessary as directed by Engineer-in-Charge.
:RAILS, SWITCHES, CROSSINGS, SEJ, GLUED
JOINTS, CHECK RAILS ETC : (ECoR USSOR
CAO/C/WAT-ENGINEERING/ECOR
65 173032 Collection, segregation and stacking of MT 350.00 414.79 145176.50
various scattered P.Way materials at
nominated stacking location with serviceable
and unserviceable ones separately within a
lead up to 500 metre and lift up to 5 metre
including crossing of track(s) wherever
necessary as directed by Engineer-in-Charge.
: All type of PSC sleepers :(ECoR USSOR 2021-
66 173033 Collection, segregation and stacking of MT 15.00 358.83 5382.45
various scattered P.Way materials at
nominated stacking location with serviceable
and unserviceable ones separately within a
lead up to 500 metre and lift up to 5 metre
including crossing of track(s) wherever
necessary as directed by Engineer-in-Charge.
: P.Way fittings of all types and other similar
loose items : (ECoR USSOR 2021-Ver-3)
67 202030 Manufacturing, supplying and fixing Curve Each 39.00 1066.15 41579.85
Indicator / Point Indicator / SEJ Boards to be
provided at various locations on formation,
made out of MS sheet 2mm thick of size
450mm x 300mm duly fixed with MS frame of
25mm x 25mm x 3mm angle welded to 50mm
x 50mm x 3mm MS angle, 1000mm long post
split and bent 100mm at bottom end with all
lead & lift as per specification and including
painting of details with enamel paint, as
directed by Engineer in-charge (Earthwork &
concreting will be paid separately) :(ECoR
USSOR 2021-Ver-3)
68 211060 Supply and fixing in position pre-cast cement Each 39.00 501.12 19543.68
concrete Fouling Mark as per approved
drawing at station yard, duly painting the top
surface and slopes with white enamel paint in
two coats and inscribed letters with black of
Fouling Mark, complete in all respects with all
labour, materials including cement, tools and
plants etc : (ECoR USSOR 2021-Ver-3)
Item- 2 G1/A2-Execution of Works covered under CPWD DSR-2023.
S No. Item Description of Item Unit Qty Rate Amount
excavation by mechanical means (Hydraulic
excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in
width or 10 sqm on plan), including dressing
of sides and ramming of bottoms, for all lift,
including getting out the excavated soil and
disposal of surplus excavated soil as directed,
within a lead of 50 m.: ALL KINDS OF SOIL
(CPWD-DSR-2023-2.8.1).
2 2 ROAD WORK: MISCELLANEOUS: Providing and Sqm 3000.00 972.00 2916000.00
laying 60mm thick factory made cement
concrete interlocking paver block 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 50mm thick
compacted bed of coarse sand, filling the
joints with line sand etc. all complete as per
the direction of Engineer-in-charge. (CPWD
CAO/C/WAT-ENGINEERING/ECOR
3 3 Providing and laying at or near ground level cum 50.00 10117.60 505880.00
factory made kerb stone of M-25 grade
cement concrete in position to the required
line, level and curvature, jointed with cement
mortar 1:3 (1 cement: 3 coarse sand),
including making joints with or without
grooves (thickness of joints except at sharp
curve shall not to more than 5mm), including
making drainage opening wherever required
complete etc. as per direction of Engineer-in-
charge (length of finished kerb edging shall be
measured to calculate volume for payment).
(Precast C.C. kerb stone shall be approved by
Engineer-in-charge).(CPWD DSR-2023-16.69)
4 4 Providing, laying, spreading and compacting cum 2400.00 2914.30 6994320.00
graded stone aggregate (size range 53 mm to
0.075 mm ) to wet mix macadam (WMM)
specification including premixing the material
with water at OMC in for all leads & lifts,
laying in uniform layers with mechanical
paver finisher in sub- base / base course on
well prepared surface and compacting with
vibratory roller of 8 to 10 tonne capacity to
achieve the desired density, complete as per
specifications and directions of Engineer-in-
Charge.(CPWD DSR-2023-16.79)
5 5 WATER SUPPLY: C.I. SLUICE VALVES/ FIRE Each 70.00 18896.70 1322769.00
HYDRANTS & FIXTURES : Constructing
masonry Chamber 90x90x100 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
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 :WITH COMMON
BURNT CLAY F.P.S.(NON MODULAR) BRICKS
OF CLASS DESIGNATION 7.5 : (CPWD - DSR-
6 6 DRAINAGE: STONE WARE PIPES AND FITTINGS: Metre 2000.00 899.80 1799600.00
Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed
with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete : 250
mm dia. R.C.C. pipe (CPWD DSR-2023-19.6.3)
General : Supplying, filling, spreading &
leveling stone boulders of size range 5 cm to
20 cm, in recharge pit, in the required
thickness, for all leads & lifts, all complete as
per direction of Engineer-in-charge.: (CPWD
8 8 Supplying, filling, spreading & leveling gravels cum 625.00 1538.25 961406.25
of size range 5 mm to 10 mm, in the recharge
pit, over the existing layer of boulders, in
required thickness, for all leads & lifts, all
complete as per direction of Engineer-in-
charge.: (CPWD DSR-2023-23.6)
9 9 Supplying, filling, spreading & leveling coarse cum 625.00 1538.25 961406.25
sand of size range 1.5 mm to 2 mm in
recharge pit, in required thickness over gravel
layer, for all leads & lifts, all complete as per
direction of Engineer -in-charge. : (CPWD DSR-
CAO/C/WAT-ENGINEERING/ECOR
Item- 3 G1/A3- Execution of Non-SOR Items
S No. Item Description of Item Unit Qty Rate Amount
1 1 Earth work in filling in embankment including cum 119700.00 44.11 5279967.00
trolley refuges and level crossing approaches
by laying and spreading in layers of stipulated
thickness, earth obtained from cut-spoils
inclusive of dressing of bank to final profile,
demarcation and setting out of profile, site
clearance , removing of shrubs and small
trees, roots of vegetations growth, heavy
grass ,benching of existing slope of old bank,
breaking of clods, all handling /re-handling,
lead, lift, descent, dressing the top of
formation to required camber etc, with all
contractors labour, materials, tools and plant
etc ,as directed by the Engineer -in-Charge
complete. Cut trees shall be property of
railways and to be deposited in the railway go-
down unless specified otherwise in the special
conditions of contract. The work is to be
executed as per latest edition of "Guidelines
for Earth work in Railway Projects" issued by
RDSO, Lucknow. i.e GE-1, 14 & GE0004 (The
rate shall be inclusive of all royalty, taxes etc.,
if any). Notes : Refer Annexed document
2 2 Extra for mechanical compaction of cum 119700.00 13.90 1663830.00
earth/blanketing material filled in
embankment with contractor's rollers of
suitable capacit y, type and size to achieve
specified density as per specification, testing
as per IS codes incl. cost of water, T&P
consumable material and all labour as a
complete job. The work is to be executed as
per Latest edition of "Guidelines for Earthwork
in Railw ay Projects" issued by RDSO,
CAO/C/WAT-ENGINEERING/ECOR
3 3 "Providing, fixing & erecting New barricade for Running 3600.00 536.73 1932228.00
first usage (Type-II Barricade) for protecting Metre
the existing Running track, from any
infringement, damage by running vehicles like
trucks, tippers ,heavy machinery , consisting
of Precast post made up with MS Angle
1625mm long of size 50x50x6 mm embedded
in Pre-cast concrete block of size 300mm x
300mm x 450mm (M-20 grade concrete with
20mm metal) spaced at 3 mtr interval up to a
height of 1.2m above existing formation.
Type-2 barricading consists of chain link fabric
fencing mesh of size 50x50 mm made of G.I
wire of 4 mm dia between vertical posts in
addition to plastic marker tape 62 mm wide &
yellow retro reflective tape 75 mm wide as
above . Trenching & embedding of pre-cast
posts up to 450 mm below existing formation,
rigid binding of all structural members of
barricading in position as per the directives of
the Engineer-in-charge. The rate includes cost
of cement and all materials, all labour, all
taxes, ransportation to the site of work,
loading, unloading, ascent, descent, tools &
plants, digging of trenches, tight packing
surrounding the posts, dismantling and taking
away after completion of the work, refilling
the trench after dismantling and making the
formation good etc complete as per the
drawing given in Joint safety circular No.
01/2014 of E.Co. Railway dt.18.03.14. The rate
is also inclusive of providing two Guy posts at
every 6th post as shown in the above drawing
. Notes : 1) The extent of new barricade to be
provided shall be as directed by Engineer-in-
Charge keeping in view the site conditions and
the progress of work, so as to make maximum
subsequent usages of the same. . 2) Rate for
subsequent usages is inclusive of providing
new plastic marker tape and retro-reflective
tape and use of good condition chain link
fabric fencing. 3) Contractor has to safeguard
the barricading at his own cost against any
theft, pilferage, damage etc, and contractor
should replace/repair and make good the
same, for which no extra payment will be
made . 4)Contractor has to train his staff for
safe working while working in proximity to the
existing track and movement of machinery
should be controlled so as not to damage the
barricading and not to cause any infringement
to existing track. If any portion of the
barricading is damaged due to any reason
what so ever, the same to be replaced at his
own cost. 5)Contractor has to maintain the
barricading till completion of work and should
dismantle the same after completion of work
with the approval of engineer-in-charge. The
released materials shall be the property of the
contractor. 6)The contractor has to give an
undertaking that all his staff ha v e been
counseled /trained in the safe working rules
adjacent to the running track as per special
conditions of contract . 7)This item has to be
compulsorily operated in view of safety by the
side of running track and the earth work in
formation /Bridge works are to be commenced
only after execution of this item"
CAO/C/WAT-ENGINEERING/ECOR
4 4 Fabrication, erecting and fixing standard Each 14.00 91163.00 1276282.00
Railways concrete buffer stop for siding and
safety devices as per CE' s Drg.No.23772 with
rails, sleepers, buffer stop with contractor's
labour, materials, cutting and bending of rails,
drilling holes, embedding rails in concrete and
fixing with contractor's bolts and nuts
complete as directed by Engineer in-charge.
The rate is inclusive of earthwork excavation
in foundation, concrete with contractor's
metal, sand and cement as directed by the
Engineer-in-charge. Rails and sleepers will be
supplied by Railway.
5 5 Supplying, transporting and stacking of cum 31000.00 1457.50 45182500.00
contractor's machine crushed hard stone
track ballast at specified locations (near toe of
formation/top of formation) along the Railway
alignment inclusive of station yards as
directed by the Engineer-in-charge of the
work. Rate is inclusive of all costs, lead, lift,
labour, materials, tools, ascent, descent,
royalty, cess, all taxes, making service roads,
crossing of railway lines wherever necessary
and all incidental charges etc., complete. This
also includes leveling, stacking ground
wherever necessary. Notes: 1) The ballast to
be supplied under the contract at all times
shall strictly conform to the specifications for
track ballast as specified by Railway. 2) The
rate is inclusive of cost of development of
stacking ground as directed by the Engineer -
in-charge. 3) The quantity shown in this
schedule is approximate. 4) The above rate is
inclusive of all taxes, License fees, royalty,
cess etc including Octroi, levied by Central
Govt. State Govt and local bodies.
[Manufacturing, supply and stacking of
machine crushed Track Ballast conforming to
RDSO Specification (IRS-GE- 1) with latest
correction slips].
6 6 Supplying and fixing of precast RCC coping Sqm 12168.00 2059.71 25062551.28
stone of approved
manufacture(KK/KCONCRETE/ HINDUSTANOR
EQUIVALENT make ) of side 530x1125x100
mm thickness as per top face design as
approved and directed by side Engineer
.Manufactured with M30 grade concrete and
reinforced with8mm dia. tor steel @ 150 c/c
both ways and manufactured by vibro
compaction process using jointless FRP/GRP
steel moulds of required size, shape and
design complete job. It includes all leading,
loading, unloading, taxes &charges complete
job. Nothing extra will be paid whatsoever the
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nit.pdf
NIT
ACS-1EPC.pdf
ATTACHMENT
ApprovedMakeList.pdf
ATTACHMENT
VDPDWAGONWORKSHOPMASTERPLAN_1.pdf
ATTACHMENT
ACS-2EPC.pdf
ATTACHMENT
LayoutplanforMPitems.pdf
ATTACHMENT
MechanicalMandPItems_1.pdf
ATTACHMENT
1.MainBuildingFactoryshedPaintshopFloorPlan_1.pdf
ATTACHMENT
2.MainBuildingFoundationLayout_1.pdf
ATTACHMENT
3.MainBuildingFoundationDetails_1.pdf
ATTACHMENT
4.MainBuildingFoundationDetails2.pdf
ATTACHMENT
5.MainBuildingFoundationDetails3.pdf
ATTACHMENT
6.MainBuildingFootingTieReinforcement.pdf
ATTACHMENT
7.MainBuildingGradeBeamLayoutDetails.pdf
ATTACHMENT
8.MainBuildingFlooringDetails.pdf
ATTACHMENT
9.MB-PaintShopFoundationLayoutTrench.pdf
ATTACHMENT
10.MB-PaintShopTrenchLayoutDetails.pdf
ATTACHMENT
11.MainBuildingGradeBeamBracketDetails.pdf
ATTACHMENT
12.MainBuildingGradeBeamLevelDeferance.pdf
ATTACHMENT
13.MainBuildingBrickworkColumnBeams.pdf
ATTACHMENT
14.MainBuildingCoverSlabDetailsTrench.pdf
ATTACHMENT
15.MB-PaintShopTrenchLayoutDetails2.pdf
ATTACHMENT
16.MB-PaintShopTrenchLayoutDetails3.pdf
ATTACHMENT
17.MainBuildingPit1NearBGrid.pdf
ATTACHMENT
18.MainBuildingPit1NearEGrid.pdf
ATTACHMENT
19.MainBuildingTypicalFlooringDetails.pdf
ATTACHMENT
20.MB-PaintShopTrenchLayoutDetails_1.pdf
ATTACHMENT
21.MB-PaintShopTrenchGradeBeamCrossing.pdf
ATTACHMENT
22.MB-PaintShopWorkshopFloorPlanElevations.pdf
ATTACHMENT
23.MainBuildingAnchorBoltPlan.pdf
ATTACHMENT
24.MainBuildingAnchorBoltDetails.pdf
ATTACHMENT
ApprovedMakesBrands.pdf
ATTACHMENT
Annexure-VIIofAppendix-IA_2.pdf
ATTACHMENT
1DSRVol2Civil.pdf
ATTACHMENT
2DSRVol2Civil.pdf
ATTACHMENT
3DSRVol2Civil.pdf
ATTACHMENT
4DSRVol2Civil.pdf
ATTACHMENT
1SpecificationsVol-12019.pdf
ATTACHMENT
2SpecificationsVol-12019.pdf
ATTACHMENT
3SpecificationsVol-12019.pdf
ATTACHMENT
4SpecificationsVol-12019.pdf
ATTACHMENT
1SpecificationsVol-22019.pdf
ATTACHMENT
2SpecificationsVol-22019.pdf
ATTACHMENT
3SpecificationsVol-22019.pdf
ATTACHMENT
4SpecificationsVol-22019.pdf
ATTACHMENT
SpecificationIRUSS-2021.pdf
ATTACHMENT
ECoRUSSOR-20211.pdf
ATTACHMENT
1DSRVol1Civil.pdf
ATTACHMENT
2DSRVol1Civil.pdf
ATTACHMENT
3DSRVol1Civil.pdf
ATTACHMENT
4DSRVol1Civil.pdf
ATTACHMENT
5DSRVol1Civil.pdf
ATTACHMENT
GSspecificationsWagonshop.pdf
ATTACHMENT
SpecialconditionsofTrackBallast.pdf
ATTACHMENT
1PLINTHAREARATES2023.pdf
ATTACHMENT
2PLINTHAREARATES2023.pdf
ATTACHMENT
3PLINTHAREARATES2023.pdf
ATTACHMENT
4PLINTHAREARATES2023.pdf
ATTACHMENT
25.MainBuildingAnchorBoltDetailsReactions.pdf
ATTACHMENT
26.MainBuildingReactions.pdf
ATTACHMENT
27.MainBuildingStairCase3AnchorBoltPlanDetails.pdf
ATTACHMENT
28.MainBuildingStairCase1AnchorBoltPlanDetails.pdf
ATTACHMENT
29.MainBuildingStairCase2AnchorBoltPlanDetails.pdf
ATTACHMENT
30.MainBuildingRigidFrameCrossSection.pdf
ATTACHMENT
31.MainBuildingRigidFrameCrossSection2.pdf
ATTACHMENT
32.MainBuildingRigidFrameCrossSection3.pdf
ATTACHMENT
33.MainBuildingRigidFrameCrossSection4.pdf
ATTACHMENT
34.MainBuildingRoofBracingPlan.pdf
ATTACHMENT
35.MainBuildingRoofFramingPlan.pdf
ATTACHMENT
36.MainBuildingRoofSheetingPlan.pdf
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37.MainBuildingRoofSheetingPlan2.pdf
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38.MainBuildingRoofSheetingPlan3.pdf
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39.MainBuildingSideWallBracingGridLine-B.pdf
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40.MainBuildingSideWallFramingSheeting.pdf
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41.MainBuildingCraneBracingSections.pdf
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42.MainBuildingSideWallFramingSheeting2.pdf
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43.MainBuildingSideWallBracingGridLine-HE.pdf
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44.MainBuildingLean-toSideWallFramingSheeting.pdf
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45.MainBuildingLean-toSideWallBracingGridAJ.pdf
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46.MBEndWallFramingandSheeting.pdf
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47.MBEndWallFramingandSheeting2.pdf
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48.MBLtoEndWallFramingandSheetingDetails.pdf
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49.MBEndWallFramingandSheeting3.pdf
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50.MBEndWallFramingandSheetingDetails.pdf
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51.MBEndWallFramingandSheeting2.pdf
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52.MainBuildingCraneLayout.pdf
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53.MainBuildingCraneLayoutDetails.pdf
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54.MBDoubleSlidingDoorandDetails.pdf
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55.MainBuildingDetails.pdf
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56.MainBuildingDetails2.pdf
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57.MainBuildingDetails3.pdf
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58.MBInternalStairCaseandDetails.pdf
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59.MBExternalStairCase1andDetails.pdf
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60.MBExternalStairCase2andDetails.pdf
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61.MBExternalStairCase3andDetails.pdf
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62.MBCanopyStaircaseColumnGl56AB1.pdf
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63.MBCraneBeamDetails.pdf
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64.MBCraneBeamDetails2.pdf
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65.MainBuildingGutterDetails.pdf
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66.MainBuildingLouverDetails.pdf
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67.MainBuildingSiteModificationDetails.pdf
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68.MainBuildingDetails4.pdf
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69.MainBuildingDetails5.pdf
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70.MBLifeLineDownspoutDetails.pdf
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71.MBPartMarkPlan.pdf
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72.ASRSBuildingFloorRoofPlanandElevations.pdf
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73.ASRSBuildingCrossSections.pdf
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74.ASRSBuildingPlanSystemLayout.pdf
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75.ASRSBuildingSectionSystemLayout.pdf
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76.ASRSBuildingAnchorBoltPlanandDetails.pdf
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77.ASRSBuildingAnchorBoltPlanandDetails2.pdf
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78.ASRSBuildingBultupMarkingPlan.pdf
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79.ASRSBuildingCageLadderDetails.pdf
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80.ASRSBuildingCageLadderDetails2.pdf
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81.ASRSBuildingCrossSectionandSheetingEWall.pdf
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82.ASRSBuildCSSheetingElevGL04and11.pdf
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83.ASRSBuildingDetails.pdf
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84.ASRSBuildingDoubleSlidingDoorDetails.pdf
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85.ASRSBuildingEndwallFramingandSheetingPlan.pdf
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86.ASRSBuildingEndwallFramingSheetingPlan2.pdf
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87.ASRSBuildingLouverMarlingElevationDetails.pdf
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88.ASRSBuildingReactionsandDetails.pdf
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89.ASRSBuildingRigidFrameCrossSection.pdf
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90.ASRSBuildingRigidFrameCrossSection2.pdf
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91.ASRSBuildingRigidFrameCrossSection3.pdf
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92.ASRSBuildingRigidFrameCrossSection4.pdf
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93.ASRSBuildingRoofBracingPlanDetails.pdf
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94.ASRSBuildingRoofBracingPlanDetails2.pdf
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95.ASRSBuildingRoofFramingPlan.pdf
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96.ASRSBuildingRoofSheetingPlan.pdf
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97.ASRSBuildingRoofSheetingPlan2.pdf
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98.ASRSBuildingSideWallElevationSheetingPlan.pdf
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99.ASRSBuildingSideWallElevationSheetingPlan2.pdf
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100.CoverShedPlanCrossSection.pdf
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101.BogieCleaningShedPlanCrossSection.pdf
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102.CanteenPlanElevation.pdf
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103.ToiletPlanElevationSections.pdf
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104.ToiletElevations.pdf
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105.ToiletFoundationCenterLineDrawing.pdf
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106.ToiletFlooringPlan.pdf
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107.ParkingShedAnchorBoltPlanDetails.pdf
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108.ParkingShedRigidFrameCrossSection.pdf
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109.ParkingShedRoofFramingPlanDetails.pdf
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110.ParkingShedRoofSheetingPlanDetails.pdf
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111.ParkingShedSideWallFramingSheetingElevations.pdf
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112.ParkingShedWallDetails.pdf
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113.ParkingShedEndwallSheetingElevation.pdf
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114.ParkingShedColumnRafterMarkingPlan.pdf
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115.SubstationTerraceFloorPlanElevationsSection.pdf
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116.SubstationGroundFloorTrenchLayout.pdf
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117.WeighBridgeRoomPlanElevation.pdf
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118.TrainingInstitutePlanElevation.pdf
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119.GoomtyFloorPlanRoofPlanSectionsElevations.pdf
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120.GoomtyFloorPlanLayout.pdf
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121.Type-IIGroundFloorPlan.pdf
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122.Type-IIFoundationDetails.pdf
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123.Type-IIFirstFloorPlan.pdf
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124.Type-IITerraceFloorPlan.pdf
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125.Type-IISectionDetails.pdf
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126.Type-IIEastSouthSideElevation.pdf
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127.Type-IINorthWestSideElevation.pdf
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128.RoadPlan.pdf
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129.FootpathPlan.pdf
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130.OverHeadTankPlanElevation.pdf
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131.UnderGroundTankPlanSection.pdf
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132.InspectionPitDetails.pdf
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133.RainWaterHarvestingThroughRechargePitCrossSection.pdf
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134.StormWaterDrainSection.pdf
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135.ScrapYardFlooring.pdf
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136.WasteWaterTreatmentPlantPlan.pdf
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M001toM011specifications.pdf
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M012toM021specifications.pdf
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M022toM027specifications.pdf
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M028specifications.pdf
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M029toM030specifications.pdf
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M031specifications.pdf
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M032toM041specifications.pdf
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M042toM051specifications.pdf
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M052toM061specifications.pdf
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M062toM071specifications.pdf
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M072toM081specifications.pdf
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M082toM091specifications.pdf
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M092toM101specifications.pdf
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M102toM114specifications.pdf
ATTACHMENT
M115to124specifications.pdf
ATTACHMENT
M125to130specifications.pdf
ATTACHMENT
RFPDocumentforVDPDWagonWorkshop.pdf
ATTACHMENT
EPCtenderDocumentforVDPDWagonWorkshop.pdf
ATTACHMENT
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