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Tender Value
₹12.3 Cr
EMD Value
₹7.7 L
Closing Date
17 Jul 2025, 3:00 pmClosed
Devlali-Devlali station Proposed yard remodelling for provision of additional platforms for dealing passenger trains during Kumbh Mela 2027. (01.01.16.25.3.50.004)(FOR BRIDGE WORK & EARTH WORK)
DRMWBSL182025t4
DRMWBSL182025t4
Open
9 Months
Solapur, Maharashtra
₹0
₹7.7 L
25 Jun 2025
25 Jun 2025
for dealing passenger trains during Kumbh Mela 2027. (01.01.16.25.3.50.004)
Item- 1 Earthwork (As per USSOR-2021)
S No. Item Description of Item Unit Qty Rate Amount
1 011010 Preparation of foundation for Embankment 100 Sqm 20800.00 537.37 111772.96
by clearing, grubbing, stripping top soil
(average 150 mm) and stacking beyond
foundation area, thereafter ploughing and
pulverizing 150 - 200 mm of top of soil
with tractor trolley, mixing water to
achieve OMC with water sprinkler or left
for natural drying, as required, and
compaction with vibratory roller of
suitable capacity to achieve 98% MDD for
laying first layer of soil for embankment
BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY
2 011020 Benching of existing embankment Kilometre 2.60 122817.77 319326.20
manually in steps of 30 cm height for
doubling/tripling works in running line to
provide proper amalgamation between the
old and new embankments as per RDSO
latest Specifications and guidelines
RDSO/2020//GE: IRS-0004 to the entire
satisfaction of Engineer in-charge. The
item includes uprooting and disposing of
all the vegetation, all lift, descends,
ascends and additional earthwork required
for filling due to removal of earth in
benching in existing bank. Note: (1) The
benching Work shall be done for a
maximum height of 0.90 m at any time
based on the progress of earthwork
starting from toe of the embankment. (2)
Benching work shall be certified and
recorded before starting the earth work.
(3) Unit for payment shall be km per
metre height of the Bank. Height here
means representative average height of
the bank in the specified km taken from
cross sectional measurements for
earthwork. (4) Since the rate includes
earthwork in steps, payment under this
item shall be made after completion of
earthwork to that level. (5) Cut soil from
bank shall not be used in embankment
construction and disposed off away from
bank as per the direction of Engineer-in-
Earthwork in filling in embankment, guide
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 a n d 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
BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY
Earthwork in cutting in formation, trolley
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.
4 012011 In all conditions and classifications of soil cum 41600.00 98.70 4105920.00
pavement breaker etc. where blasting is
not permitted due to special
circumstances and if specifically ordered
in writing including drilling and all
incidental works thereto.
7 012015 Extra for leading of Cut spoil every one km cum 41600.00 4.91 204256.00
beyond original lead of 2 km over item
Provision of barricading with contractor's
bamboos / ballies vertical post of 100mm
dia. planted at every 2m interval,
projecting at least 1.5m above ground
level and driven firmly (minimum 0.5m)
inside ground and including painting
verticals & horizontals with red luminous
paints / strips at alternative bay on
barricade. Barricades shall be maintained
through out the execution of the work and
shall be removed in workman like manner
on completion of the work only after
instruction of Engineer in-Charge. Note:
(1) 60% payment shall be made on
provision of barricading at work-site and
balance 40% payment after removal of
barricades. (2) The released bamboos /
ballies shall be the property of the
8 013051 With 3 horizontal bamboo / balli members RM 1000.00 144.87 144870.00
of minimum 50mm dia. spaced equally
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