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Tender Value
₹14.5 Cr
EMD Value
₹29.0 L
Closing Date
8 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Proposed construction of limited height subway (LHS) in lieu of the existing manned level crossings (1) LC No. CT-64 at Rly. km. 472/16-18 in between Hindol Road & Meramandali stations and (2)LC No. CT-77 at Rly. km. 487/13-15 in between Budhapank & Talcher stations on CTC-TLHR line of Khurda Road Division. (By Air Pushing Technique)
e-Tender-CENKUR-89-2026
e-Tender-CENKUR-89-2026
Open
12 Months
Khordha, Odisha
₹0
₹29.0 L
15 Jun 2026
15 Jun 2026
24 Jun 2026
and VOL-2 of CPWD DSR-2023.
Item- 1 Please see ITEM BREAKUP for details.
S No. Item 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
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.
Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over
areas (exceeding 30 cm in depth, 1.5 m in
2.7 width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and lift upto 1.5 m, as directed
by Engineer-in-charge.
2.27 Supplying and filling in plinth with sand under cum 295 2123.75 626506.25
3 floors, including watering, ramming,
consolidating and dressing complete.
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
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived
from natural sources)
derived from natural sources : 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
4.14S MISCELLANEOUS
KHURDA ROAD DIVISION-ENGINEERING/ECOR
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 :
4.20.1.4 Concrete of M25 grade with minimum cement cum 170 9439.05 1604638.5
content of 300 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 755 392.15 296073.25
for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 10540 842.5 8879950
8 pilasters, buttresses, plinth and string courses
5.9.16 Edges of slabs and breaks in floors and walls
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
5.33.1.2 Concrete of M30 grade with minimum cement cum 2195 9655.7 21194261.5
content of 350 kg /cum
5.33.2 All works above plinth level upto floor V level
5.33.2.2 Concrete of M30 grade with minimum cement cum 515 10011.35 5155845.25
content of 350 kg /cum
10.0 STEEL WORK
10.1S General
10.2 Structural steel work riveted, bolted or welded Kg 15500 133.7 2072350
in built up sections, trusses and framed work,
12 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 655.24 97.2 63689.33
13 down bolts with nuts and washer plates
10.20 Providing and fixing bolts including nuts and Kg 360 159.35 57366
washers complete.
13.0 FINISHING
13.44S EXTERIOR FINISHING
KHURDA ROAD DIVISION-ENGINEERING/ECOR
Painting with synthetic enamel paint of
13.61 approved brand and manufacture to give an
16.0 ROAD WORK
16.1 Preparation and consolidation of sub grade Sqm 2650 218.9 580085
with power road roller of 8 to 12 tonne capacity
after excavating earth to an average of 22.5
cm depth, dressing to camber and
consolidating with road roller including making
good the undulations etc. and re-rolling the sub
grade and disposal of surplus earth with lead
upto 50 metres.
16.3 Supplying and stacking at site.
16.49S MISCELLANEOUS
16.79 Providing, laying, spreading and compacting cum 550 2914.3 1602865
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-
Schedule Schedule J-Execution of P-way works in connection with construction of LHS.
Item- 1 Please see ITEM BREAKUP for details.
S No. Item Description of Item Unit Qty Rate Amount
1 083010 Lifting and packing for regrading the existing TRM 1600.00 165.82 265312.00
PSC sleeper track to required height / level in
stages not exceeding 75mm or part thereof at
a time, providing permissible ramp for the
track, insertion of moorum / sand / stone
ballast uniformly under the existing track and
placing the same to safe approved gradient,
gauge, cushion including levelling and one
round of through packing to allow train
movement at restricted speed of 30 kmph for
a specified length with all leads & lifts and
fixing, marking, painting rail level pegs at
every 30m interval. Note: Lifting of track shall
be done in stages as per procedure prescribed
in latest edition of IRPWM to get the proposed
final level as per approved working profile, as
directed by Engineer in-charge.
Through packing of track, as per procedure
prescribed in latest edition of Indian Railways
Permanent Way Manual
2 131011 For PSC sleeper Track with Sleeper Density of TRM 7200.00 96.79 696888.00
1540 Sleepers/Km or more
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nit.pdf
NIT
SpecialCOnditionofContractLHSWork.pdf Special Condition Of Contract
ATTACHMENT
TenderCondition-GCC25.05.2026_1.pdf E Tendering Condition
ATTACHMENT
TenderCondition-GCC25.05.2026_1.pdf
ATTACHMENT
SpecialCOnditionofContractLHSWork.pdf
ATTACHMENT
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