Earth work in forming embankment, construction of Retaining wall, side drain extension of bridges, Linking of track, etc., in connection with Extension of shunting neck at BG coaching complex/TPJ.

percentage above or below the advertised value of schedule 'A1' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

Item- 1 Retaining wall for the height of 2.0 meter above ground level and for a length 360meter.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, Sqm 216 392.15 84704.4

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 2088 842.5 1759140

2 pilasters, buttresses, plinth and string

Item- 2 Retaining wall for the height of 4.5 meter above ground level and length 360meter

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, Sqm 432 392.15 169408.8

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 2448 842.5 2062440

2 pilasters, buttresses, plinth and string

Item- 3 Extension of Bridge no 1139 and 1138 of size 1.0 x1.2m for the extension length of 20 meter

S No. Item Description of Item Unit Qty Rate Amount

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay F.P.S.

6.1 (non modular) bricks of class designation

7.5 in foundation and plinth in:

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.33S POINTING ON STONE WORK

Pointing on stone work with cement mortar

1:3 (1 cement : 3 fine sand) :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

(including equivalent design mix)

Item- 4 Construction of side drain for a length of 360m.

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 in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on

2.8 plan), including dressing of sides and

ramming of bottoms, for all lift, including

getting out the excavated soil and disposal

of surplus excavated soil as directed, within

a lead of 50 m.

2.27 Supplying and filling in plinth with sand cum 64.8 2123.75 137619

2 under 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 plinth level :

derived from natural sources : 6 graded

stone aggregate 40 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, Sqm 434.52 392.15 170397.02

etc. for mass concrete

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 64.8 10585.9 685966.32

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

6 cost of required centering, shuttering but ,

excluding cost of reinforcement with 1:1.5:3

(1 cement : 1.5 coarse sand (zone-III)

derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources).

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Schedule A2-All items which are covered by Unified Standard Schedule of rates 2021 for

Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The

Schedule tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the

advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over

USSOR 2021 basic value)

Item- 1 Earth work in forming embankment for laying shuniting neck.

S No. Item Description of Item Unit Qty Rate Amount

1 011010 Preparation of foundation for Embankment 100 Sqm 6750.00 569.75 38458.13

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 construction.

2 011020 Benching of existing embankment manually Kilometre 0.45 276440.22 124398.10

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-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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 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 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.

Retaining wall for the height of 2.0 meter above ground level and for a length 360meter.Permanent

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual Means

for foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom,

getting out the excavated material, back

filling in layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types

of shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2 022040 Providing and laying in position machine cum 108.00 4561.69 492662.52

batched, machine mixed and machine

v i b r a t e d Cement Concrete of specified

grade as per approved Design Mix (mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants) using

20mm graded crushed stone aggregate and

coarse sand of approved quality in RCC raft

foundation & Pile cap including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless

it is specifically approved citing reasons for

not using plasticiser at the stage of Mix

Design and in that case deduction shall be

made as per relevant item.

Providing and laying in position machine

batched, machine mixed and machine

v i b r a t e d Cement Concrete of specified

grade as per approved Design Mix (mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants) using

20mm graded crushed stone aggregate and

coarse sand of approved quality for the

following Reinforced cement concrete

structural elements up to height of 9.0 m

from foundation top level, including

finishing, using Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability complete as per specifications

and direction of the Engineer in charge.

Note: 1. Payment for cement, reinforcement

and shuttering shall be made extra under

relevant item. 2. Plasticiser shall invariably

be used in approved proportion to increase

workability with minimum possible quantity

of cement for all grade of Design Mix

Concrete unless it is specifically approved

citing reasons for not using plasticiser at

the stage of Mix Design and in that case

deduction shall be made as per relevant

4 022060 Providing and laying Plain Cement Concrete cum 91.80 4630.33 425064.29

1:3:6 with graded stone aggregate of 40mm

nominal size, in foundation and floors,

retaining walls of bridges including

mechanical mixing, vibrating, pumping and

bailing out water where ever required with

all materials and labour complete but

excluding the cost of cement and shuttering

as per drawings and technical specifications

as directed by Engineer.

5 022070 Providing and fixing Weep Holes in Metre 100.00 313.33 31333.00

Abutments, 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

6 052030 Supply and laying of quarry dust including cum 91.80 2052.25 188396.55

consolidation, supply of all materials,

labour, lead, lift, tools, plants, crossing of

tracks as per drawing and technical

specification as directed by the Engineer in

charge in case loose slush is encountered at

site of foundation before casting the

foundation or laying the filtering media.

Item- 3 Retaining wall for the height of 4.5 meter above ground level and length 360meter

S No. Item Description of Item Unit Qty Rate Amount

1 013080 Shoring with 'Z' section MS sheet piles side Sqm 720.00 1010.15 727308.00

by side in all kinds of soil mechanically or

manually as per approved drawing with

contractor's own arrangement complete in

all respects and removal of sheet piles after

completion of the work as directed by

engineer in-charge Note: Payment will be

made as per actual driven length of pile.

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual Means

for foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom,

getting out the excavated material, back

filling in layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types

of shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

3 022040 Providing and laying in position machine cum 410.40 4561.69 1872117.58

batched, machine mixed and machine

v i b r a t e d Cement Concrete of specified

grade as per approved Design Mix (mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants) using

20mm graded crushed stone aggregate and

coarse sand of approved quality in RCC raft

foundation & Pile cap including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless

it is specifically approved citing reasons for

not using plasticiser at the stage of Mix

Design and in that case deduction shall be

made as per relevant item.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position machine

batched, machine mixed and machine

v i b r a t e d Cement Concrete of specified

grade as per approved Design Mix (mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants) using

20mm graded crushed stone aggregate and

coarse sand of approved quality for the

following Reinforced cement concrete

structural elements up to height of 9.0 m

from foundation top level, including

finishing, using Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability complete as per specifications

and direction of the Engineer in charge.

Note: 1. Payment for cement, reinforcement

and shuttering shall be made extra under

relevant item. 2. Plasticiser shall invariably

be used in approved proportion to increase

workability with minimum possible quantity

of cement for all grade of Design Mix

Concrete unless it is specifically approved

citing reasons for not using plasticiser at

the stage of Mix Design and in that case

deduction shall be made as per relevant

5 022060 Providing and laying Plain Cement Concrete cum 91.80 4630.33 425064.29

1:3:6 with graded stone aggregate of 40mm

nominal size, in foundation and floors,

retaining walls of bridges including

mechanical mixing, vibrating, pumping and

bailing out water where ever required with

all materials and labour complete but

excluding the cost of cement and shuttering

as per drawings and technical specifications

as directed by Engineer.

6 022070 Providing and fixing Weep Holes in Metre 100.00 313.33 31333.00

Abutments, 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.

7 052030 Supply and laying of quarry dust including cum 91.80 2052.25 188396.55

consolidation, supply of all materials,

labour, lead, lift, tools, plants, crossing of

tracks as per drawing and technical

specification as directed by the Engineer in

charge in case loose slush is encountered at

site of foundation before casting the

foundation or laying the filtering media.

8 052260 Dewatering of natural or accumulated water HP Hour 500.00 74.78 37390.00

from any location. Payment to be done for

Horse power of pump multiplied by

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange

all statutory permits as required by rules

and regulations prevailing in the area of

work. Payment shall be made for actual

working hours at site.

9 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 500.00 867.49 433745.00

with minimum 1.10 cum bucket capacity

Item- 4 Extension of Bridge no 1139 and 1138 of size 1.0 x1.2m for the extension length of 20 meter

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

S No. Item Description of Item Unit Qty Rate Amount

1 013080 Shoring with 'Z' section MS sheet piles side Sqm 400.00 1010.15 404060.00

by side in all kinds of soil mechanically or

manually as per approved drawing with

contractor's own arrangement complete in

all respects and removal of sheet piles after

completion of the work as directed by

engineer in-charge Note: Payment will be

made as per actual driven length of pile.

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual Means

for foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom,

getting out the excavated material, back

filling in layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types

of shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

Providing and laying in position Plain

cement concrete of specified Nominal Mix

f o r 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 level :

III) : 3 graded stone aggregate 20 mm

4 graded stone aggregate 40 mm nominal

Providing and laying in position machine

batched, machine mixed and machine

v i b r a t e d Cement Concrete of specified

grade as per approved Design Mix (mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants) using

20mm graded crushed stone aggregate and

coarse sand of approved quality for the

following Reinforced cement concrete

structural elements up to height of 9.0 m

from foundation top level, including

finishing, using Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability complete as per specifications

and direction of the Engineer in charge.

Note: 1. Payment for cement, reinforcement

and shuttering shall be made extra under

relevant item. 2. Plasticiser shall invariably

be used in approved proportion to increase

workability with minimum possible quantity

of cement for all grade of Design Mix

Concrete unless it is specifically approved

citing reasons for not using plasticiser at

the stage of Mix Design and in that case

deduction shall be made as per relevant

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

6 024010 Providing and casting machine batched, cum 96.00 5017.86 481714.56

machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix, mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants, (Cast in-

Situ/Pre-cast) in bottom/top slab, side walls,

toe wall and sumps haunch filling head

walls, thrust bed or any other component

using 20mm graded crushed stone

aggregate and coarse sand of approved

quality of RCC box of any size including

finishing, Plasticiser in approved proportions

(as per IS:9103), to modify workability

without impairing strength and durability,

complete as per drawings and technical

specifications as directed by Engineer in

c h a r g e . N o t e : 1. Payment for cement,

reinforcement and shuttering shall be made

extra under relevant item. 2. Plasticiser

shall invariably be used in approved

proportion to increase workability with

minimum possible quantity of cement for all

grade of Design Mix Concrete unless it is

specifically approved citing reasons at the

stage of Mix Design and in that case

deduction shall be made as per relevant

Centering and shuttering including

strutting, propping etc. and removal of form

7 025031 All types of bridge sub-structures, e.g. pier, Sqm 994.00 765.08 760489.52

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 ground level

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

8 052020 Providing and laying 300mm thick (average) cum 16.00 3322.34 53157.44

Dry Stone flooring with boulders of not less

than 35kg each in weight, hand packed with

surface levelled off to the correct section

with hammer dressing as necessary on the

ground including filling the gaps with quarry

spalls and ordinary sand complete including

cost of supply of all materials, labour, lead,

lift, tools, plants, crossing of tracks and the

like as per drawing and technical

specification as directed by Engineer in

9 052210 Providing cast in situ bridge number plaques Each 2.00 1001.17 2002.34

as per Railway drawing in cement concrete

1:2:4 mix using 20mm hard stone

aggregate embedded in 30mm notch in

Bridge parapet coping duly engraving the

letter and figures and an arrow indicating

the direction of flow and finishing the top

exposed surface with cement mortar 1:3,

painting letters and figures with two coats

of black enamel paint on two coats of white

background with all labour, tools, cement,

paint etc. with all leads and lifts.

10 052240 Supplying, spreading and filling coarse sand cum 24.00 5628.34 135080.16

(no cohesive materials to be used) of

approved quality including watering and

ramming in foundation, behind the

abutment, wing wall, retaining wall in layers

not exceeding 150mm thick including its

compaction as per direction of Engineer-in-

charge. The rate includes all lead, lift,

ascent, descent, crossing of Railway line

etc. complete with contractor's labour,

materials, tools and plant.

11 052260 Dewatering of natural or accumulated water HP Hour 300.00 74.78 22434.00

from any location. Payment to be done for

Horse power of pump multiplied by

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange

all statutory permits as required by rules

and regulations prevailing in the area of

work. Payment shall be made for actual

working hours at site.

12 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 20.00 867.49 17349.80

with minimum 1.10 cum bucket capacity

Item- 5 Permanent way works

S No. Item Description of Item Unit Qty Rate Amount

1 063080 Lubrication of Elastic Rail Clips on PSC ERC 2464.00 2.69 6628.16

sleepers as per procedure prescribed in

latest edition of IRPWM with Railway's

2 071030 Dismantling the existing BG Buffer-stop laid Set 1.00 5818.47 5818.47

with rails & wooden/ST sleepers including

leading the dismantled Buffer stop

materials to nominated places within

station yard limits and stacking as material-

wise and classification-wise duly releasing

all fittings carefully without causing any

damage with all contractor's labour, tools,

with all lead and lifts, crossing of tracks if

any, etc., complete as directed by the

Engineer-in-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

3 083030 Boxing and profiling of ballast as per TRM 360.00 29.22 10519.20

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

25mm gap Cess Welding with Railway's

welding portion and finishing of weld to

meet the prescribed tolerances and pass all

stipulated tests with Contractor's labour,

materials, consumables, tools, equipments

etc. to complete the work in all respect as

per IR's "Manual for Fusion Welding of Rails

by Alumino - Thermic Process" with latest

correction slips, including all required

handling and rehandling of rails, marking of

welded joint, painting weld collar with

anticorrosive paint, as directed by Engineer

in charge. Note: 1. Only welding portion and

related accessories as per Annexure - I shall

be supplied by Railways. 2. Welding shall be

carried out only by trained welder having

valid competency certificate. 3. Hydraulic

Weld trimmer shall be used for chipping and

profile Grinder for finishing.

Single shot crucible fitted with Automatic

Tapping Thimble Technology, 3 pieces

Mould (Zircon washed) and Compressed Air

Petrol heating technique.

5 121010 Dismantling of existing LWR/SWR track of TRM 100.00 216.96 21696.00

any structure, removing rails, sleepers, fish

plates, cutting of rails, segregation and

stacking of released Rails, Sleepers and

fitting at nominated location in countable

manner within a free lead of 500m, levelling

of ballast to correct profile for laying new

t r a c k over it, all as per direction of

Engineer-in-Charge.

Providing Centre Line / Rail Level, reference

Pegs on formation at an interval of 30

metres on one side or at centre of proposed

/ existing track, as directed by engineer in-

charge for linking of new track / CTR / Deep

Screening / Lifting / Lowering works, duly

embedding in formation including marking

with contractor's paint. Note: (1) Rails/tie

bar of suitable size bar shall be supplied by

the Railways from nearest Stores Depot. In

case of hard wood peg, the hard wood will

be supplied by the contractor. (2)

Excavation and concrete work, if required,

will be paid separately.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

7 123020 Installation of reference points for track Each 6.00 708.60 4251.60

centre line in main and loop lines, in

straight or curve portion, SRJ for turnouts,

heel of crossing (HOC), locations of

derailing switches, switch expansion joints

etc. away from formation on firm ground at

known offset with MS Angles of

50mmx50mmx5mm thick of length 1.80 m

each, founded in concrete block of size

30cm x 30cm x 45cm of nominal mix 1:3:6,

including painting to reference pegs with

two coats of enamel paints on exposed

surface, as directed by Engineer In charge.

Note: Earth work and Cement concrete will

be paid under relevant items.

Linking of BG track (except at LC, Bridges

and SEJs) with any type of rail section and

sleeper of specified density, on ballast bed

spread and compacted with suitable roller,

over prepared formation including leading

free rails/welded panels available along the

alignment on to formation, leading and

spreading all fittings and fastenings,

spreading of sleepers at specified spacing,

squaring, placing of rails over sleepers and

fixing rails to sleepers with all types of

fittings and fastenings to correct gauge &

alignment, lubrication of fittings and

fastenings with contractor's grease as per

IRPWM standards with contractors labour,

tools, consumables, with all lead, lifts etc.

complete and raising, levelling and initial

packing of track to make it fit for 30 kmph

and meet other prerequisites prescribed in

Indian Railway Track Machine Manual for

deployment of Tamping Machine. Note:

1.Rail cutting and Hole drilling shall be paid

separately. 2.Spreading of ballast and

compaction shall be paid separately under

8 123042 For sleeper density of 1540 sleepers per km TRM 400.00 325.44 130176.00

Through packing of track, as per procedure

prescribed in latest edition of Indian

Railways Permanent Way Manual

9 131011 For PSC sleeper Track with Sleeper Density TRM 400.00 115.94 46376.00

of 1540 Sleepers/Km or more

Anti-corrosive painting of rail on running

track of any sleeper density on web, foot

etc. including liner contact area (excluding

bottom of foot) and fishing plane as per

requirement with two coats of thickness of

100 microns each by bituminous black paint

confirms to IS-9862 of reputed make

including painting of liners, ERCs and

including surface preparation, as a

complete job as per procedure prescribed in

latest edition of IRPWM Note: 60% of

payment shall be made if painting on only

gauge face side is done.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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,

Loading of rails of any section and length up

t o 1 3 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up to

13 171014 I n Wagon where mechanical handling is MT 48.00 165.78 7957.44

possible and traffic block is not required or

in Truck/trailer.

Unloading of rails of any section and length

up to 13 metre, in neat manner for Railway

usage from departmental material train

(DMT) or contractor's / Railway's

Truck/trailer including lead up to 50 metre,

lift up to 5 metre and stacking in prescribed

14 171053 From Wagon where mechanical handling is MT 48.00 121.63 5838.24

possible and traffic block is not required or

in Truck / trailer.

Loading of 52kg / 60kg PSC normal line and

special sleepers up to 2.75 metre length in

Depot / Station / Mid-section between

stations in a neat manner to departmental

material train (DMT) or contractor's /

Railway's Truck/Trailer with crane or any

other means including crossing of one track

with free lead up to 250 metre and lift up to

5 metre, if required with contractor's labour,

tools & plants, machinery, consumables etc.

Note: In case of any damage to sleeper

during loading, penalty @ 50% of the all

inclusive cost of sleeper shall be levied.

15 172014 I n Wagon where mechanical handling is MT 214.98 132.26 28433.25

possible and traffic block is not required or

in Truck / trailer

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Transportation of Rails, sleepers, switches,

crossings, SEJs and Glued Joints by road

vehicles for different leads. Note: 1 . Lead

shall be the shortest motorable road length

between the points of loading and

unloading. 2. Loading and unloading shall

be paid extra under relevant items.

over item no. 172057

Unloading of 52kg / 60kg PSC line and

special sleepers up to 2.75 metre length in

Depot / Station / Mid-section between

stations in neat manner for Railway usage

from departmental material train (DMT) or

contractor's / Railway's Truck/Trailer with

crane or any other means including crossing

of one track and lead up to 250 metre & lift

up to 5 metre with contractor's labour, tools

& plants, machinery, consumables etc.

Note: In case of any damage to sleeper

during loading, penalty @ 50% of the all

inclusive cost of sleeper shall be levied.

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange

all statutory permits as required by rules

and regulations prevailing in the area of

work. Payment shall be made for actual

working hours at site.

20 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 60.00 867.49 52049.40

with minimum 1.10 cum bucket capacity

21 211250 Manufacturing and fixing buffer stop with Each 1.00 17110.32 17110.32

Railway supplied rails, cutting, including

bending of rails as per plan ,with all

contractor's labour, materials, tools, plants

etc. and all lead and lift including crossing

of track where necessary and as directed by

Engineer in charge at site. Note:

Excavation, fixing rails in cement concrete,

drilling of holes will be paid separately.

Item- 6 Supply and spreading of track ballast

S No. Item Description of Item Unit Qty Rate Amount

Manufacturing, supply and stacking of

machine crushed Track Ballast conforming

to RDSO Specification (IRS-GE-1) with latest

correction slips at Railway depot or

nominated location. Note: Distance of

nearest quarry mentioned in each sub-item

is only for the purpose of selecting the

items for preparation of estimates/tender

schedule, based on the minimum distance

b e t w e e n nearest quarry and centre of

supply points and will not affect the

selection of quarry during physical supply in

any way till prescribed specification is met

1 085014 When distance of nearest quarry is more cum 1038.00 1520.43 1578206.34

than 30 km and up to 40 km

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2 123030 Spreading of ballast, from existing stacks cum 1038.00 49.15 51017.70

available along formation on top or at cess,

in required uniform thickness, compaction

of ballast layer laid on new formation at all

the locations with smooth wheeled power

roller of 8-10 tonne capacity to sufficient

number of passes to form consolidated

ballast bed of approximately 250mm

thickness to a width of 4m symmetrical to

centre line of proposed track in correct line

& level with all ascents & descents, as

directed by Engineer in-charge. Note: Item

is inclusive of (a) providing ramp for taking

roller to formation and removing the same

& making good formation after completion

of work; (b) redistribution & leveling of

excess ballast while rolling to obtain

uniform plane cambered surface.