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)

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