1. Puntamba-Sainagar Shirdi - TFTR - 2.3 km (WP 2025-26) {Location:- Km 439.3 to Km 440.6= 1.3 Km; Km 443.5 to Km 444.1= 0.6 Km & Km 444.8 to 445.2= 0.4 Km SL total 2.3 Km} 2.TFR Km 328.167-337.0=8.833 km (SL) km 339.2-351.7=12.50 km(SL), km 361.100-393.36?:32.267 km (SL),km 401.742-402.006=0.264 km(SL), km 404.382-404.589=0.207km(SL),km 405.313-405.400 =0.087 km (SL) ,km 405.651-405.800=0.149 km(SL),km 405.950-407.600=1.65 km(SL),km 408.00- 410.650 =2.65 km (SL), km 410.850-418.700=7.85km (SL),km 421.00- 424.00=3.00km(SL),km 424.767-428.00=3.233 km(SL),km 428.700-437.900=9.20 km(SL)&km 446.600-447.737=1.137 km(DN),km 456.900-467.500=10.600 km(DN),km 468.300-469.300=1.00km(DN)Total 94,627 kms in DD-MMR sec,under ADEN/ANG Sub-Division.

1A-Puntamba-Sainagar Shirdi - TFTR - 2.3 km (WP 2025-26)

km(DN),km 468.300-469.300=1.00km(DN)Total 94,627 kms in DD-MMR sec,under ADEN/ANG Sub-

Item- 1 IRUSSOR 2021 Items

S No. Item Description of Item Unit Qty Rate Amount

1 063030 Through Fitting Renewal (TFR) on PSC track, Sleeper 160000.00 23.70 3792000.00

comprising of renewal of Grooved Rubber

Pads, Liners and ERCs without damaging PSC

sleepers. Scope includes removal of all

fittings, cleaning of rail seat, rail flange at

liner seats, and eye of Inserts with wire

brushes and applying Grease Graphite Grade

"O" (IS:408) to eye of insert and central leg of

ERC with contractor's grease of Railway's

specification, fixing all fittings in correct

position and sealing liner edges with grease

all complete including collection and stacking

of released materials at nominated locations

within SSE Jurisdiction as directed by

Engineer-in-Charge. Note: All the fittings will

be supplied at SSE/Stores/Depot.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

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.

De-stressing of LWR/CWR 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.

PUNE DIVISION-ENGG/CENTRAL RLY

5 136100 Removing weeds & bushes in ballast section TRM 170000.00 15.47 2629900.00

and cess up to 3.95m from centre line of

track in mid section & station yard, as

specified by Engineer in-charge including

disposal of branches, bushes outside

Quick cutting with abrasive rail cutter 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

No.TM/SM/2 (Rev. 01 of 2020)

Drilling holes of 16 mm to 32 mm dia. with

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

Loading, leading and unloading of all types of

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.

over item no. 172047

Collection, segregation and stacking of

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.

21 173031 Rails, switches, crossings, SEJ, Glued Joints, MT 500.00 388.30 194150.00

Check Rails etc.

23 173033 P.Way fittings of all types and other similar MT 500.00 402.25 201125.00

Schedule 1A-Puntamba-Sainagar Shirdi - TFTR - 2.3 km (WP 2025-26) {Location:- Km 439.3 to Km

PUNE DIVISION-ENGG/CENTRAL RLY

Item- 1 IRUSSOR 2021 Items

S No. Item Description of Item Unit Qty Rate Amount

Rehabilitation of existing week formation by

replacing top layers of existing formation

only with mechanically manufactured

blanketing material of specified formation

width and thickness under traffic/power block

or without traffic block by blocking the line

for longer period by diverting the traffic or

otherwise. The item includes all things

necessary to complete the work, all in

accordance with the latest applicable

specifications, guidelines, manuals

instructions and includes, more particularly,

and without in any way limiting the generality

of liability to complete the work in all respect

e.g. (i) dismantling/lifting of track panel by

crane, (ii) scooping of ballast from track,

screening & stacking along track (iii) removal

of top layers of existing formation up to 550

mm (iv) spreading of blanketing material in

layers not exceeding in 30 cm in thickness in

loose conditions, leveling by motor grader &

compacting by vibro roller of required

capacity up to specified degree of

compaction to achieve a compacted blanket

thickness of 550 mm & finishing to correct

profile. (v) placing 4m width of Non-woven

Needle Punched and Mechanically or

Thermally bonded type Geo-textile with

minimum strengths in Grab test, Trapezoidal

Tear test and Puncture test of 1750N, 800 N

a n d 5800 N respectively (vi) spreading

new/screened ballast layer of 200mm

uniform thickness over it and compaction by

rollers (vii) linking of track panels with Crane

and connecting at both ends, initial packing

and leveling (viii) screening of scooped

ballast, stacking and using the same at the

same location or adjacent location along with

additional ballast to provide specified cushion

and profile (ix) disposal of waste material at

nominated place (x) all pre and post

attention during required nos. of machine

tamping (xi) removal of service rails with rail

panel and de-stressing of track after final

packing & surfacing and all other incidental

works required to complete the work in all

Extra/Deduction in the rate of item nos.

111011 & 111012 for increase / decrease in

net compacted quantity of blanketing

material required as per approved designed

cross section over net compacted quantity of

4.455 cum per TRM considered in above

items, for theoretical profile of 7.0m

formation width and 0.55m depth (excluding

extra quantity required for compaction).

2 111021 Extra for increase in compacted quantity cum 2300.00 1624.57 3736511.00

PUNE DIVISION-ENGG/CENTRAL RLY

Slope stability calculation and design for

Railways Embankment / Cutting more than 6

meters height based on soil materials &

parameters as per RDSO's latest standards

and specifications, duly conducting relevant

lab test, e.g. cohesion and angle of internal

friction etc. and submitting report for

approval duly showing the cross-section

dimensions for embankment / cutting for

each cross section.

4 113010 Cess repair/widening work as per RDSO cum 150900.00 318.50 48061650.00

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.

making cess on other side of the track (when

no approaches available along track or no

road vehicles to work at site) by dumping

contractor's own earth, collected along toe of

bank of any height on to other side of track &

side slope of the existing bank by head load,

duly crossing of tracks with all contractor's

materials, labour, tools, plant including

loading of earth in baskets, lifting, leading to

the non-cess side of bank including crossing

of tracks & dumping etc. and as directed by

the Engineer in-charge.