Provision for track machine siding at Mannanur for a length of 130 Tmtr.

Vol-I & Vol- II ) except reinforcement steel

Item- 1 Pro Rail level PF at MNUR

S No. Item No Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading, unloading and stacking

1 Beyond 5 km upto 10 km per km

2 Beyond 10 km upto 20 km per km

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm

on plan) including getting out and

disposal of excavated earth lead upto 50

m and for all lift, as directed by Engineer-

2.25A Excavating, supplying and filling of local cum 182 700.5 127491

earth (including royalty) by mechanical

transport upto a lead of 5km also

5 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

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)

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles

22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed

11.20 with pigment to match the shade of tiles,

including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand).

11.20.3 Dark shade pigment using ordinary Sqm 480 1119.5 537360

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic

13.47 Smooth exterior paint with Silicone

additives of required shade:

13.47.1 New work (Two or more coats applied @ Sqm 752 171.1 128667.2

1.43 ltr/10 sqm over and including

priming coat of exterior primer applied @

0.90 litre/10 sqm)

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

16.45 Providing and fixing pre-moulded joint per cm 4000 5.3 21200

filler in expansion joints of RCC roads / CC depth

pavements after making the joints dust per cm

free with high pressure air jet cleaners, all width

complete as per direction of the Engineer- per

in-Charge. (Pre-moulded joint fillers shall metre

be made of bitumen hot sealing length

compound impregnated fibre board

having impregnation more than 35%,

conforming to IS:1838 for fibre board and

IS: 1834 for hot sealing bitumen

compound grade A.)

16.49S MISCELLANEOUS

16.62 Providing and applying 2.5 mm thick road Sqm 80 747.8 59824

marking strips (retro- reflective) of

specified shade/ colour using hot

thermoplastic material by fully/ semi

automatic thermoplastic paint applicator

machine fitted with profile shoe, glass

beads dispenser, propane tank heater and

profile shoe heater, driven by experienced

operator on road surface including cost of

material, labour, T&P, cleaning the road

surface of all dirt, seals, oil, grease and

foreign material etc. complete as per

direction of Engineer-in-charge and

accordance with applicable specifications.

16.75 Providing and laying C.C. pavement of mix cum 120 9823.8 1178856

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed

board vibrator , vacuum dewatering

process and finally finished by floating,

brooming with wire brush etc. complete

as per specifications and directions of

Engineer-in-charge. (The panel shuttering

work shall be paid for separately).

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

16.76 Deduct for using of M-20 grade concrete cum 120 -203.8 -24456

12 instead of M-25 grade concrete in C.C.

Item- 2 Pro High level PF at MNUR

S No. Item No Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading, unloading and stacking

1 Beyond 5 km upto 10 km per km

2 Beyond 10 km upto 20 km per km

3 Beyond 20 km per addl. km

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm

on plan) including getting out and

disposal of excavated earth lead upto 50

m and for all lift, as directed by Engineer-

2.25A Excavating, supplying and filling of local cum 650 700.5 455325

earth (including royalty) by mechanical

transport upto a lead of 5km also

5 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

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)

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay

6.2 modular bricks of class designation 7.5 in

foundation and plinth in:

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard stone

in foundation and plinth including levelling

up with cement concrete 1:6:12 (1

cement : 6 coarse sand : 12 graded stone

aggregate 20 mm nominal size) upto

plinth level with :

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Random rubble masonry with hard stone

in superstructure above plinth level and

upto floor five level, including levelling up

7.2 with cement concrete 1:6:12 (1 cement :

6 coarse sand : 12 graded stone

aggregate 20 mm nominal size) at

window sills, ceiling level and the like.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, Kg 150 117.35 17602.5

fixed with or without connecting plate,

10 including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer all complete.

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles

22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed

11.20 with pigment to match the shade of tiles,

including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand).

11.20.3 Dark shade pigment using ordinary Sqm 30 1119.5 33585

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) :

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic

13.47 Smooth exterior paint with Silicone

additives of required shade:

13.47.1 New work (Two or more coats applied @ Sqm 47 171.1 8041.7

1.43 ltr/10 sqm over and including

priming coat of exterior primer applied @

0.90 litre/10 sqm)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

16.45 Providing and fixing pre-moulded joint per cm 500 5.3 2650

filler in expansion joints of RCC roads / CC depth

pavements after making the joints dust per cm

free with high pressure air jet cleaners, all width

complete as per direction of the Engineer- per

in-Charge. (Pre-moulded joint fillers shall metre

be made of bitumen hot sealing length

compound impregnated fibre board

having impregnation more than 35%,

conforming to IS:1838 for fibre board and

IS: 1834 for hot sealing bitumen

compound grade A.)

16.49S MISCELLANEOUS

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

16.62 Providing and applying 2.5 mm thick road Sqm 5 747.8 3739

marking strips (retro- reflective) of

specified shade/ colour using hot

thermoplastic material by fully/ semi

automatic thermoplastic paint applicator

machine fitted with profile shoe, glass

beads dispenser, propane tank heater and

profile shoe heater, driven by experienced

operator on road surface including cost of

material, labour, T&P, cleaning the road

surface of all dirt, seals, oil, grease and

foreign material etc. complete as per

direction of Engineer-in-charge and

accordance with applicable specifications.

16.75 Providing and laying C.C. pavement of mix cum 15 9823.8 147357

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed

board vibrator , vacuum dewatering

process and finally finished by floating,

brooming with wire brush etc. complete

as per specifications and directions of

Engineer-in-charge. (The panel shuttering

work shall be paid for separately).

16.76 Deduct for using of M-20 grade concrete cum 15 -203.8 -3057

19 instead of M-25 grade concrete in C.C.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply, and

all CPVC plain & brass threaded fittings,

including fixing the pipe with clamps at

1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC

solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

Pro.extension of Br.no.733 Up ( Exg 1 x 2.74 m RCC slab ) as RCC Box at Km.572/200-300 ( Balance

S No. Item No Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing

courses, parapets, coping, bed blocks,

anchor blocks, plain window sills, fillets,

sunken floor etc., up to floor five level,

excluding the cost of centering, shuttering

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Schedule C-List of Items of Works covered by the SRUSSOR - 2021 for TVC & PGT Division except

Schedule Cement & Reinforcement steel for which tenderer has to quote percentage rate over, below or at

par to the SRUSSOR 2021 rate.

Item- 1 Track works in relation to provision of siding.

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

S No. Item No Description of Item Unit Qty Rate Amount

1 071030 Dismantling the existing BG Buffer-stop Set 1.00 6872.23 6872.23

laid 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.

2 092030 25mm gap 'in-situ' welding during traffic Each 62.00 1997.27 123830.74

block using Railway's welding portion &

Welder and finishing of weld to meet the

prescribed tolerances and pass all

stipulated tests with all required 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 marking of welded joint,

painting weld collar with anticorrosive

paint, restoration of track near weld joint

to original position and fixing of joggled

fish plate at new weld, to be removed

after passing of weld in USFD test as

directed by Engineer in charge. Note: 1.

Only welding portion and related

accessories as per Annexure - I and

Welder shall be supplied by Railways. 2.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing.

3. Required nos. of Joggled fish plates

shall be supplied by Railway at nearest P.

Way Stores and the same shall be

returned at nearest P. Way Store or at

other location as per direction of

Engineer-in-Charge after release from

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 relevant item.

3 123042 For sleeper density of 1540 sleepers per TRM 200.00 368.43 73686.00

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Shifting / Slewing the existing or newly

assembled track of any rail section with

any type of sleepers and any density

under line block to correct locations &

alignment and attending to one round

kutcha packing to run safely at 20KMPH

speed with all contractors tools and

consumables complete and as directed by

Engineer in-charge.

4 123092 Maximum Shifting / Slewing for more than TRM 50.00 294.91 14745.50

1 metre & up to 2 metres

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 50 mm.

Density of 1540

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

o f 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

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

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

9 161050 Drilling holes of specified size for bond Each 40.00 57.90 2316.00

holes with 7.2mm dia drill twist to correct

spacing and location on 60kg/52kg rails

on cess or under traffic block with

contractor's tools and plant, equipment,

consumable, labour etc complete as

directed by the Engineer in charge at site.

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Loading of rails of any section and length

up to 13 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up

10 171014 I n Wagon where mechanical handling is MT 21.00 161.08 3382.68

possible a n d traffic block is not required

or in Truck/trailer.

Loading, leading and unloading of 52Kg /

60Kg rail up to 13 metre length by

Railway's Rail Dolly / Dip Lorry to the

nominated location under traffic with line

protection in case road carriage is not

possible with different lead with a lift up to

5 metre during block period.

1 Km for every subsequent Km or part

thereof and up to 10 Km

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 manner.

14 171051 From wagons during period of traffic block MT 21.00 208.73 4383.33

where handling by mechanical means is

Loading of 52kg / 60kg PSC line and

special sleepers beyond 2.75 metre

length including existing fittings and

fastenings 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 172024 In Wagon/Truck / trailer where mechanical MT 88.00 157.58 13867.04

handling is possible and traffic block is not

Loading, leading and unloading of PSC

Sleepers of 52Kg / 60Kg by Railway's Rail

Dolly/ Dip Lorry to the nominated location

under traffic in case road carriage is not

possible for different leads and lift up to 5

1 Km for every subsequent Km or part

thereof and up to 10 Km

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Loading, leading and unloading of all

types of P.Way fittings and all other

miscellaneous m a t e r i a l 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.

Km over item no. 172047

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.

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.

Spreading of New / SH , normal or wider

base PSC sleepers from stack along track

on either side for different leads with all

lifts by any means.

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.

27 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 400.00 975.39 390156.00

with minimum 1.10 cum bucket capacity

28 211250 Manufacturing and fixing buffer stop with Each 1.00 19006.47 19006.47

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

Pro.extension of Br.no.733 Up ( Exg 1 x 2.74 m RCC slab ) as RCC Box at Km.572/200-300 ( Balance

S No. Item No Description of Item Unit Qty Rate Amount

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

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

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 :

4 graded stone aggregate 20 mm nominal

3 024010 Providing and casting machine batched, cum 30.61 5494.49 168186.34

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 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 at the stage of

Mix Design and in that case deduction

shall be made as per relevant item.

Centering and shuttering including

strutting, propping etc. and removal of

4 025031 All types of bridge sub-structures, e.g. Sqm 116.62 853.04 99481.52

pier, 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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

including consolidation with all 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.

water from any location. Payment to be Hour

done for Horse power of pump multiplied

by pumping hours.

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

for executing the work under water and/or

liquid mud to compensate all additional

arrangements including pumping out

water as required. Note: The extra

percentage rate is applicable only for the

quantity of work executed under water.