Improvements to ballast siding including earth work in forming ballast depot, track work for extension of ballast siding, construction of bridges and retaining wall at Tiruturaipundi and Villupuram stations.

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

of Railways escalation over CPWD-DSR 2021 basic value)

Item- 1 Earth Filling of Low-Lying Areas at TTP Ballast Depot

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),

2.8 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

2.25 Filling available excavated earth (excluding cum 162 253.95 41139.9

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 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

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.2 Walls (any thickness) including attached Sqm 1064 669.55 712401.2

4 pilasters, butteresses, plinth and string

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 11498 89.65 1030795.7

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of

the engineer-in-charge; for the following

grades of concrete. Note: Extra cement up to

10% of the minimum specified cement

content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.3 Concrete of M35 grade with minimum cement cum 186 8966.95 1667852.7

content of 370 kg /cum

5.35 Add for using extra cement in the items of Quintal 69 688.45 47503.05

7 design mix over and above the specified

cement content therein.

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 8875 111.95 993556.25

in built up sections, trusses and framed work,

8 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

12.50 Providing and fixing precoated galvanised iron Sqm 750 671.55 503662.5

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

9 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.

16.0 ROAD WORK

16.3 Supplying and stacking at site.

Item- 2 Extension of Ballast Siding at TTP Ballast Depot - Plain Track works

S No. Item Description of Item Unit Qty Rate Amount

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 234 111.95 26196.3

in built up sections, trusses and framed work,

1 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

Item- 3 Extension of Bridge No M-300 at TTP Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

6.0 MASONRY WORK

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

6.1 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 :

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.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 20 2007.1 40142

equivalent design mix)

Item- 4 Earth Filling of Low-Lying Areas at VM Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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),

2.8 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

2.25 Filling available excavated earth (excluding cum 19 253.95 4825.05

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

3 4.3.1 Foundations, footings, bases for columns Sqm 113 307.95 34798.35

4.14S MISCELLANEOUS

Providing and laying in position ready mixed

or site batched design mix cement concrete

for plain cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana/Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the

engineer-in-charge; for the following grades of

concrete. Note: Extra cement up to 10% of the

minimum specified cement content in design

mix shall be payable separately. In case the

cement content in design mix is more than

110% of the minimum specified cement

content, the contractor shall have discretion

to either re-design the mix or bear the cost of

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 8 8387.15 67097.2

content of 270 kg /cum

Item- 5 Extension of Ballast Siding at VM Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 117 111.95 13098.15

in built up sections, trusses and framed work,

1 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

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 Filling of Low-Lying Areas at TTP Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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.

1 012011 In all conditions and classifications of soil cum 9000.00 106.09 954810.00

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-

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

3 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 150.00 867.49 130123.50

minimum 1.10 cum bucket capacity

Item- 2 Extension of Ballast Siding at TTP Ballast Depot - Plain Track works

S No. Item Description of Item Unit Qty Rate Amount

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

3 123030 Spreading of ballast, from existing stacks cum 700.00 49.15 34405.00

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.

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.

4 123041 For sleeper density of 1660 sleepers per km TRM 350.00 351.76 123116.00

5 123080 Carrying out cut & connection to the existing Each 2.00 72097.07 144194.14

PSC sleeper track under line block of any rail

section and sleeper density to connect the

same to newly linked track which is laid by

the side, duly carrying out cutting of rails,

insertion of additional PSC sleepers, if

required, providing fish plated joints including

drilling of holes, slewing required length of

both tracks to prescribed alignment, adjusting

sleeper spacing, providing continuity to track,

spreading of ballast to provide cushion,

shoulder ballast to the track stretch, giving

one round of initial packing to make track fit

for 20 kmph speed and boxing of ballast to

profile as directed by Engineer in charge.

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.

6 123091 Maximum Shifting / Slewing up to 1 metre TRM 100.00 229.57 22957.00

7 123092 Maximum Shifting / Slewing for more than 1 TRM 75.00 275.93 20694.75

metre & up to 2 metres

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Anti-corrosive painting of rail outside track on

rail bottom, web, foot and fishing plane with

two coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862 of

reputed make including surface preparation,

as a complete job as per procedure prescribed

in latest edition of IRPWM.

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.

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 24.04.1991.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

14 161050 Drilling holes of specified size for bond holes Each 467.00 53.93 25185.31

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.

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 5

15 171014 I n Wagon where mechanical handling is MT 38.00 165.78 6299.64

possible and traffic block is not required or in

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.

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.

18 171053 From Wagon where mechanical handling is MT 38.00 121.63 4621.94

possible and traffic block is not required or in

Truck / trailer.

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

Km for every subsequent Km or part thereof

and up to 10 Km

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.

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.

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

25 211250 Manufacturing and fixing buffer stop with Each 2.00 17110.32 34220.64

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- 3 Extension of Ballast Siding at TTP Ballast Depot - Points & crossings works

S No. Item Description of Item Unit Qty Rate Amount

Dismantling and removing rail of all section &

length from track, laid on any type & density

of sleeper by removing fish plates, fastenings

& fish bolts and other materials including

stacking all released materials within an

average distance of 500 metres as directed by

Engineer in-charge. Note: 1.Cutting of rails

shall be paid separately. 2.Work to be done

under traffic block.

1 061022 For Casual/Scattered Rail Renewal work RM 127.00 39.41 5005.07

Insertion of rails of all types & length in track,

laid on any type & density of sleeper to the

specified gauge under traffic block. Rates

include fastening of rail with sleepers with

standard set of fastenings and fixing of fish

plates and bolts or, if required, providing gap

for welding and stacking of released material

without infringement within 250m as directed

by Engineer-in-Charge. Note: Rail drilling and

cutting to be paid separately.

2 061032 For Casual/Scattered Rail Renewal work RM 127.00 41.74 5300.98

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Assembling complete BG Turnout on staging,

clear of infringements, to correct gauge and

alignment as per standard drawings with all

types of rail sections over PSC sleepers at

specified locations, duly leading rails, special

sleepers, switches, crossings with a maximum

lead of 500m, all lift & crossing of track as

required and testing points with S&T staff for

throw of switch etc. at station yard after

levelling surface complete including

lubrication of all fastenings, complete in all

respect. Note: 1.Rail cutting and Drilling shall

be paid separately 2. Required P.Way

fittings/fastenings shall be supplied at the

SSE/P.Way stores.

Assembling all types of Switches on staging,

clear of infringements, to correct gauge and

alignment as per standard drawings with all

types of rail sections over PSC sleepers at

specified locations, duly leading rails, special

sleepers, switches with a maximum lead of

500m, all lift & crossing of track as required

including cutting, drilling, fixing of all

components, fittings etc. with housing of

tongue rails as per requirement of signaling

including lubrication of fittings/fastenings,

complete in all respect. Note: Required P.Way

fittings shall be supplied at SSE/P.Way stores.

6 083040 Removing, screening and salvaging ballast cum 30.00 344.21 10326.30

from track, duly digging / scarifying ballast by

beaters / wire brushes or any mechanical

means, leveling and dressing formation with

specified cross slope after salvaging ballast,

separating muck by screening the salvaged

ballast with contractor's 20mm size sieve,

stacking of screened ballast for measurement,

disposing off muck at specified locations with

all lead & lifts as directed by Engineer in-

charge. Note: Payment shall be made for

quantity of ballast stacked after screening of

retrieved ballast from track.

7 092030 25mm gap 'in-situ' welding during traffic block Each 23.00 1806.57 41551.11

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 track.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

8 121010 Dismantling of existing LWR/SWR track of any TRM 30.00 216.96 6508.80

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 track over it,

all as per direction of Engineer-in-Charge.

9 136060 Replacing existing glued joint rail with cut Each 10.00 1999.79 19997.90

rails or with glued joint rail or insertion of

glued joint by cutting existing track under

traffic condition by cutting rails, refixing with

all rail sleeper fastenings and providing

required gaps for carrying out welding as an

alternative to drilling holes or joining rails with

fish plates duly drilling holes as required

including stacking of released material and as

directed by engineer in-charge. N o t e : (1)

Drilling holes & rail cutting will be paid

separately. (2) Transportation of materials to

the site of work from supply points, if more

than 250m, shall be paid separately.

Anti-corrosive painting of rail outside track on

rail bottom, web, foot and fishing plane with

two coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862 of

reputed make including surface preparation,

as a complete job as per procedure prescribed

in latest edition of IRPWM.

Dismantling of existing switch by removing

switches, sleepers, fixtures and stacking all

released materials, removing ballast and

muck by excavating up to required depth,

preparation of formation bed, laying of pre-

assembled switch by Railway's T-28 machine,

linking of track with all fittings, filling ballast

duly screened, aligning, packing, adjusting,

opening & housing of switch, testing

operation of switch assembly and attending

track parameters so as to make track fit for 20

kmph speed including disposing off muck to

indicated places after the block working etc.

complete. Note: Rate includes making

necessary preparation for T-28 machine

working/movement such as providing and

removing rail closures, preparation of

approaches, transportation and laying of

wooden sleepers/blocks, etc.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Carrying out pre-tamping, during tamping and

post-tamping works for tamping of Turnouts

of all types Under Traffic Block Conditions

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

UNIMAT; (4) Digging, screening and

replenishment of ballast at mud pumping /

rounded ballast in sleeper crib location; (5)

Tightening of loose fittings including check

rails 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 worked-out / fallen fittings; (9)

Removing and re-fixing joggled fish plates &

wooden blocks, OHE bonds & other

obstructions, wherever necessary ;(10)

Removing and re-fixing stretcher bar, as

directed; (11) Adjustment in opening and

housing of switch for testing operation of

points (12)Manual consolidation of ballast in

cribs and shoulders; (13) 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; (14) Recovery at the rate of twice

the applicable rate will be effected in case

contractor fails to carry out any of the

pre/during/post operation.

13 156015 Derailing Switch (Under Traffic Block Set 1.00 3787.35 3787.35

14 157010 Carrying out various miscellaneous works, for Shift 3.00 1552.01 4656.03

proper upkeep of crew rest van / rest room as

directed by machine in-charge of Track

Machines by providing a team of 2 labours for

12 hours shift, broadly mentioned hereunder:

(1) Bringing water from nearby source and

cleaning machine with water jet or any

suitable means; (2) Fuelling machine duly

bringing diesel / hydraulic oil from the stacked

drums; (3) Bringing water to staff rest van or

staff rest room, cleaning rest van / rest room,

cooking food for Track Machine staff or

bringing food from outside (cost of food shall

be borne by the staff concerned).; (4)

Guarding & watching machines, spare parts,

oils, grease etc. during day and night time at

all locations, wherever necessary, as

instructed by the machine in-charge; (5) In

case, contractor provides less no. of

Labour/Mate, payment will be deducted for

each such person @ 75% of the accepted item

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 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 24.04.1991.

18 161050 Drilling holes of specified size for bond holes Each 50.00 53.93 2696.50

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.

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 5

19 171014 I n Wagon where mechanical handling is MT 8.00 165.78 1326.24

possible and traffic block is not required or in

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.

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.

22 171053 From Wagon where mechanical handling is MT 8.00 121.63 973.04

possible and traffic block is not required or in

Truck / trailer.

Unloading of all type of rails of length 130

metre and beyond from end unloading rake

and keep the panels in head-up position at

specified distance from centre of track clear

from any infringement.. Note: Contractor has

to keep Oxygen and Acetylene gas with cutter

as standby during the period of work.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

Km for every subsequent Km or part thereof

and up to 10 Km

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.

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

Unloading of 52kg / 60kg PSC special sleepers

beyond 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

50 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

Unloading of Switches / Crossings / SEJ Rails /

Glued Joints of any rail section and length with

or without P.Way fittings & fastenings in neat

manner for Railway usage from departmental

material train (DMT) or contractor's / Railway's

Truck/Trailer with lead up to 250 metre & lift

up to 5 metres.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

33 211060 Supply and fixing in position pre-cast cement Each 2.00 563.39 1126.78

concrete Fouling Mark as per approved

drawing at station yard, duly painting the top

surface and slopes with white enamel paint in

two coats and inscribed letters with black of

Fouling Mark, complete in all respects with all

labour, materials including cement, tools and

34 211180 Galvanisation of Railway's stretcher bars, MT 2.00 24335.57 48671.14

M.S.Liners, ERCs and Plate screws by hot dip

process with Zinc Coating and mass of Zinc

coating shall not be less than 705 g/sqm and

galvanisation thickness shall not be less than

100 microns including necessary surface

preparation as per Clause-4 of IS:2629-1985.

Galvanisation shall be done as per IS:2629-

1985 and IS:4759-1996 with Zinc conforming

to IS:209-1992, duly taking all the measures

for safeguarding against embrittlement of hot-

dip galvanised iron and steel products as per

IS:6158-1984 with all contractor's labour,

material, tools, plant, all lead, lift and crossing

of tracks etc. complete and as directed by the

Engineer in-charge.

Item- 4 Extension of Bridge No M-300 at TTP Ballast Depot

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 10.00 4561.69 45616.90

batched, 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) 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

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) 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 item.

4 022060 Providing and laying Plain Cement Concrete cum 30.00 4630.33 138909.90

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5 024010 P r o v id in g and casting machine batched, cum 230.00 5017.86 1154107.80

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. 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 item.

6 024020 Providing and laying in position machine cum 11.00 4561.69 50178.59

batched, machine mixed and machine

vibrated Design Mix Cement Concrete, mixed

in Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants, of specified

grade (cast in-situ) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality in Drop and curtain wall and

alike structures below bed level, complete in

all respect as per drawings and technical

specifications to the satisfaction of Engineer-

i n - C h a r g e . Note: Payment for cement,

reinforcement and shuttering shall be made

Centering and shuttering including strutting,

propping etc. and removal of form for :

7 025031 All types of bridge sub-structures, e.g. pier, Sqm 992.00 765.08 758959.36

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

Supply and using Cement at Worksite

8 025071 Ordinary Portland Cement 43 grade approved MT 119.00 9089.61 1081663.59

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

9 025082 Thermo-Mechanically Treated bars of grade Kg 17320.00 102.59 1776858.80

Fe-500D or more of approved brands/makes.

10 052030 Supply and laying of quarry dust including cum 30.00 2052.25 61567.50

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

11 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

Item- 5 Earth Filling of Low-Lying Areas at VM Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

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 guidelines.

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

2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 150.00 867.49 130123.50

minimum 1.10 cum bucket capacity

Item- 6 Extension of Ballast Siding at VM Ballast Depot

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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.

1 012011 In all conditions and classifications of soil cum 15.00 106.09 1591.35

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

3 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.

4 083030 Boxing and profiling of ballast as per TRM 15.00 29.22 438.30

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.

5 123030 Spreading of ballast, from existing stacks cum 30.00 49.15 1474.50

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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.

6 123041 For sleeper density of 1660 sleepers per km TRM 15.00 351.76 5276.40

Through packing of track, as per procedure

prescribed in latest edition of Indian Railways

Permanent Way Manual

7 131011 For PSC sleeper Track with Sleeper Density of TRM 15.00 115.94 1739.10

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.

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 24.04.1991.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13 161050 Drilling holes of specified size for bond holes Each 20.00 53.93 1078.60

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.

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 5

14 171014 I n Wagon where mechanical handling is MT 3.00 165.78 497.34

possible and traffic block is not required or in

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.

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.

17 171053 From Wagon where mechanical handling is MT 3.00 121.63 364.89

possible and traffic block is not required or in

Truck / trailer.

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

Km for every subsequent Km or part thereof

and up to 10 Km

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.

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

24 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.