Execution of P.way works related with deep screening by BCM, ancillary works of TSR by PQRS Machine (Except TSR), cess repair, trolly refuges, shed, store & other P.way related miscellaneous work in RANCHI-TORI section under the jurisdiction of Sr. DEN (south) Ranchi.

A- A-Execution of all Works SER-HQ-IR-USSOR 2021-3-Ver-1 with all

B-Execution of all Works CPWD SOR DSR Vol-I & II(2021) with all

Item- 1 Item Breakup

S No. Item Description of Item Unit Qty Rate Amount

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

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

C l a s s 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.

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.

2 012011 In all conditions and classifications of soil except cum 1459.00 106.59 155514.81

3 012040 Manufacturing of blanketing material by wet cum 2955.00 776.01 2293109.55

mixing of naturally available suitable soil

including additional blending with naturally

available or manufactured material as required

to achieve specified gradation, 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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

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)

graded stone aggregate 20 mm nominal size)

6 022070 Providing and fixing Weep Holes in Abutments, Metre 105.00 246.59 25891.95

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.

Centering and shuttering including strutting,

propping etc. and removal of form for :

7 025031 All types of bridge sub-structures, e.g. pier, Sqm 2163.00 674.52 1458986.76

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

8 113010 Cess repair/widening work as per RDSO cum 26180.00 303.63 7949033.40

Specifications and guidelines RDSO/2020/GE:

IRS-0004 or latest in running line with suitable

soil to the designed profile The work shall

include uprooting and disposing of all the

vegetation, benching at every 30 Cm vertical

height, earthwork in benching portion and

compaction using suitable slope vibratory

Rollers/Compactors etc. to achieve prescribed

MDD. Note: 1. Payment of cess repairs shall be

based on the quantities worked out from the

cross sectional calculations only and worked out

from the initial ground levels before doing

benching and final levels as done for new

embankment. The earth work in benching

portion shall not be paid extra as the same has

been included in the rate. 2. The earth work shall

be started only after Completing of the benching

and certified. 3. The benching Work shall be

done for a maximum height of 1.50 m at any

time based on the progress of earthwork

starting from toe of the embankment.

First or Second Through Packing of track of all

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

9 131032 For PSC Sleeper Track with Sleeper Density of TRM 22343.00 275.70 6159965.10

Third or subsequent Through Packing of track 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.

10 131042 For PSC Sleeper Track with Sleeper Density of TRM 22343.00 212.08 4738503.44

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

11 154010 Carrying out preparatory works for operation of TRM 89275.00 16.24 1449826.00

Ballast Cleaning Machine (BCM) which includes

making trench in track for inserting cutter bar,

supporting track on wooden block supplied by

Railway, removal of ballast along with muck

from shoulder which is out of reach of cutter

chain and putting the same in cutting width or

between rails. Rate includes all miscellaneous

works, e.g. opening and re-fixing of joggled fish

plates, OHE Bonds, dismantling & removing

obstructions etc.

12 154020 Carrying out various works during operation of TRM 89275.00 39.25 3504043.75

BCM, like filling up of ballast at deficient location

from locations where ballast is excess or from

adjoining tracks, required initial packing,

adjustment of PSC Sleepers, provision wooden

blocks supplied by department and attending

track parameters etc. complete so as to make

track fit for 20 kmph speed.

13 154030 Removal of screened muck discharged by BCM, TRM 89275.00 29.80 2660395.00

where muck disposal on side slope is restricted

due to platform, cutting, OHE mast etc. and

disposing it beyond 5m from edge of cutting up

to 3m deep or alternatively carting it up to 50m

for disposing off beyond the end of cutting /

platform and making up cess wherever low.

( X 4) disposal of muck at a distance beyond 50m for

every additional lead of 50 metres or part

thereof up to 500 metres.

15 154070 Removing the ballast from shoulders, left over TRM 89275.00 20.64 1842636.00

after BCM working, screening the same

removing the muck and putting back the

screened ballast into track, boxing the ballast to

profile and using released muck for cess making

or throwing away within 50m lead and 3m lift

when not required for cess repairs and as

directed by the Engineer-in-charge. Note: This

item shall be used only when BRM is not

16 154080 Ballast equalisation & ballast profiling after TRM 89275.00 37.02 3304960.50

completion of deep screening work by BCM

and/or after unloading of ballast by DMT (Ballast

Train), as directed by Site Engineer as per

IRPWM including heaping of ballast in tamping

zone keeping rails & sleeper top free from

ballast, spacing and squaring of sleeper,

gauging, cleaning of muck, proper fixing of

fastening, attention during each round of sleeper

tamping in relation to pre & post working Note:

Payment shall be made only once in irrespective

of numbers of TTRM packing round and after

restoration of normal speed and restoration of

complete ballast profile and cess profile.

17 154090 Making cess in deep screened track by using TRM 8928.00 33.10 295516.80

screened muck discharged by BCM where cess

is low or cutting cess to required depth up to 4m

from centre of track, where cess is high and

disposing off extra muck beyond 5m from edge

of cutting which are up to 3m deep or

alternatively carting it up to 50m for disposing it

off beyond cutting or platforms, so as to make

cess as per standard profile including providing

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Carrying out pre-tamping, during tamping and

post-tamping work for tamping track with all

types of rails, sleepers & sleeper density by

various Track Tamping machines, like

CSM,DUO/3X Machines which include : (1) Re-

adjustment of ballast, heaping-up of ballast,

filling-up of cavities in tamping zone by picking

ballast from stacks / shoulders / crib of adjoining

track up to lead of 50 m to ensure effective

packing; (2) Clearing of ballast on sleepers to

make them visible to operator, (3) Clearing of

ballast over rail foot to facilitate holding of rail

by rollers of TTRM; (4) Digging, screening and

replenishment of ballast at mud pumping /

rounded ballast in sleeper crib location; (5)

Tightening of loose fittings immediately before &

after tamping; (6) Replacement of broken /

missing fittings supplied by Railway; (7)

Correcting displaced sleepers to position along

with squaring; (8) Re-setting of worked-out /

fallen fittings. (9) Removing and re-fixing

joggled fish plates & wooden blocks, wherever

necessary; (10) Manual consolidation of ballast

in crib / shoulders; (11) Removing and refixing of

traction bonds during the block in electrified

sections (12) Dressing of ballast Note: 1.

Tamping blocks are not identical & it may be

given at any time either during day or night. 2.

Stages of payment a) 30% of the rate will be

paid on completion of pre tamping attention, b)

Balance 70% of the rate will be paid on

completion of post tamping. 3. Recovery at the

rate of twice the above applicable rate will be

effected in case contractor fails to carry out

pre/during/post operation. 4.Payment shall be

made only once in irrespective of numbers of

TTRM packing round and after restoration of

normal speed and restoration of complete

ballast profile.

Providing lighting arrangements with halogen

lamps on and around machine during machine

working in night time blocks, with contractor's

generator, consumables, all necessary electrical

fittings, operators etc. Note: 1. Lighting

arrangement is to be provided as per advance

planning of Night Blocks and written

communication. 2. In case lighting arrangement

is made available but not used due to non-

availability of block, payment @ 60% of the item

rate shall be made. 3. In place of Halogen, LED

lamps of equal lumen capacity may be used with

the approval of Engineer -in-Charge. 4. If lighting

arrangement fails during block, recovery shall

be made twice the rate per day.

generator and 8x500 W)

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

21 211130 Providing and fixing Trolley Refuge of size 3.0m Each 42.00 4031.93 169341.06

x3.0m on cess, placing with released

unserviceable PSC sleepers and keeping them at

all four sides of refuge and also placing as

matting inside the refuge by keeping them in

upside down position with a minimum of 14

sleepers including levelling with earth,

excavation, all lead and lift, crossing of tracks,

leading the sleepers with in a free lead and lift,

handling etc., with all contractor's men material

complete and as directed by the Engineer-in-

charge. Note: Earth-work will to be paid

separately under relevant item.

Schedule B-Execution of all Works CPWD SOR DSR Vol-I & II(2021) with all correction slips up to

Item- 1 Item Breakup

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in 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, lift

upto 1.5 m, including getting out the excavated

soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

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 plinth

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

3 4.3.1 Foundations, footings, bases for columns Sqm 204 307.95 62821.8

10.0 STEEL WORK

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with special

shaped washers etc. complete.

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

12.50 Providing and fixing precoated galvanised iron Sqm 438 671.55 294138.9

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 :

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of

Engineer - in - charge.

equivalent design mix)

Demolishing stone rubble masonry manually/ by

mechanical means including stacking of

15.9 serviceable material and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge :