Extension of Platform No.1 & 2 at Ulundurpet station & PF no. 1 at Tiruvannamalai station with fencing arrangements.

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 Extension of Platform No - 1 & 2 at ULU Station along with Fencing Arrangements

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

1.1.1 Lime, moorum, building rubbish

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

2.6 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-in-

2.25 Filling available excavated earth (excluding cum 204 196 39984

rock) in trenches, plinth, sides of foundations

3 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 2232 17.6 39283.2

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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 : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Centering and shuttering including strutting,

propping etc. and removal of form work for :

8 4.3.1 Foundations, footings, bases for columns Sqm 33 392.15 12940.95

4.3.2 Retaining walls, return walls, walls (any Sqm 270 842.5 227475

thickness) including attached pilasters,

buttresses, plinth and string courses fillets,

kerbs and steps etc.

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

4.20 accelerate / retard setting of concrete, to

i m p r o v e 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

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 41 9212.6 377716.6

content of 270 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 109 392.15 42744.35

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 937 842.5 789422.5

12 pilasters, buttresses, plinth and string courses

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level cum 72 10585.9 762184.8

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 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).

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

5.33 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, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.3 Concrete of M55 grade with minimum cement cum 203 9806.7 1990760.1

content of 370 kg /cum

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.35 Add for using extra cement in the items of Quintal 149 733.5 109291.5

15 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed with Kg 330 117.35 38725.5

or without connecting plate, including cutting,

17 hoisting, fixing in position and applying a

priming coat of approved steel primer all

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed 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).

11.20.2 Medium shade pigment using 50% white Sqm 112 1328.35 148775.2

cement 50% Grey cement

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Wall painting with acrylic emulsion paint,

having VOC (Volatile Organic Compound )

content less than 50 grams/ litre, of approved

brand and manufacture, including applying

additional coats wherever required, to achieve

even shade and colour.

Applying priming coats with primer of approved

13.85 brand and manufacture, having low VOC

(Volatile Organic Compound ) content.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.85.3 With water thinnable cement primer on wall Sqm 372 73.95 27509.4

25 surface having VOC content less than 50

15.0 DISMANTLING AND DEMOLISHING

15.1S General

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 (including cum 7 2434.25 17039.75

equivalent design mix)

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge.

Dismantling dressed stone work ashlar face

stone work, marble work or precast concrete

work manually/ by mechanical means including

stacking of serviceable and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge:

16.0 ROAD WORK

16.15S FENCING

16.15 Supplying at site :

16.15.2 Welded steel wire fabric of required width Kg 100 78.95 7895

having rectangular mesh painted with two or

29 more coats of enamel paint of approved shade

over a coat of primer (Priming & Painting to be

paid for separately).

16.42S CONCRETE PAVEMENTS

16.45 Providing and fixing pre-moulded joint filler in per cm 3720 5.3 19716

expansion joints of RCC roads / CC pavements depth

after making the joints dust free with high per cm

pressure air jet cleaners, all complete as per width

direction of the Engineer-in-Charge. (Pre- per

30 moulded joint fillers shall be made of bitumen metre

hot sealing compound impregnated fibre board length

having impregnation more than 35%,

conforming to IS:1838 for fibre board and IS:

1834 for hot sealing bitumen compound grade

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix M-25 cum 224 9823.8 2200531.2

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

31 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).

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 including all CPVC

plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC

solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in

Charge. External work

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

Erection & Installation of Precast/Prestressed

Concrete elements in correct & final position

with proper line level and plumb at site making

all arrangements (i.e. cranes, push-pull jacks &

all another T & P for lifting Placing & Alignment

26.77 of elements, within erection tolerance as per IS

15916 as per approved shop drawings and all

complete as per the direction of Engineer-in-

Charge but excluding the cost of sim pads, non

shrink grout and steel works i.e. hangers. All

work up to fifth floor.

Item- 2 Extension of Platform No - 1 at TNM Station along with Fencing Arrangements

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

1.1.1 Lime, moorum, building rubbish

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

2.6 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-in-

2.25 Filling available excavated earth (excluding cum 105 196 20580

rock) in trenches, plinth, sides of foundations

3 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 1206 17.6 21225.6

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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 : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Centering and shuttering including strutting,

propping etc. and removal of form work for :

7 4.3.1 Foundations, footings, bases for columns Sqm 18 392.15 7058.7

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 118 392.15 46273.7

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 1015 842.5 855137.5

9 pilasters, buttresses, plinth and string courses

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

5.33 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, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.3 Concrete of M55 grade with minimum cement cum 220 9806.7 2157474

content of 370 kg /cum

5.35 Add for using extra cement in the items of Quintal 144 733.5 105624

11 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

10.0 STEEL WORK

10.1S General

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 4875 172.6 841425

brackets, gates and similar works

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed 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).

11.20.2 Medium shade pigment using 50% white Sqm 60 1328.35 79701

cement 50% Grey cement

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Wall painting with acrylic emulsion paint,

having VOC (Volatile Organic Compound )

content less than 50 grams/ litre, of approved

brand and manufacture, including applying

additional coats wherever required, to achieve

even shade and colour.

Applying priming coats with primer of approved

13.85 brand and manufacture, having low VOC

(Volatile Organic Compound ) content.

13.85.3 With water thinnable cement primer on wall Sqm 626 73.95 46292.7

21 surface having VOC content less than 50

15.0 DISMANTLING AND DEMOLISHING

15.1S General

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 (including cum 4 2434.25 9737

equivalent design mix)

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge.

Dismantling dressed stone work ashlar face

stone work, marble work or precast concrete

work manually/ by mechanical means including

stacking of serviceable and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge:

16.0 ROAD WORK

16.15S FENCING

16.15 Supplying at site :

16.15.2 Welded steel wire fabric of required width Kg 100 78.95 7895

having rectangular mesh painted with two or

25 more coats of enamel paint of approved shade

over a coat of primer (Priming & Painting to be

paid for separately).

16.42S CONCRETE PAVEMENTS

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.45 Providing and fixing pre-moulded joint filler in per cm 2010 5.3 10653

expansion joints of RCC roads / CC pavements depth

after making the joints dust free with high per cm

pressure air jet cleaners, all complete as per width

direction of the Engineer-in-Charge. (Pre- per

26 moulded joint fillers shall be made of bitumen metre

hot sealing compound impregnated fibre board length

having impregnation more than 35%,

conforming to IS:1838 for fibre board and IS:

1834 for hot sealing bitumen compound grade

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix M-25 cum 192 9823.8 1886169.6

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

27 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).

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 including all CPVC

plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC

solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in

Charge. External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

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 Extension of Platform No - 1 & 2 at ULU Station along with Fencing Arrangements

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

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

s l i p s . 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.

2 022070 Providing and fixing Weep Holes in Abutments, Metre 144.00 313.33 45119.52

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.

Item- 2 Extension of Platform No - 1 at TNM Station along with Fencing Arrangements

S No. Item No 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 and dressing of bank to final

profile as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest correction

s l i p s . 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.

2 022070 Providing and fixing Weep Holes in Abutments, Metre 156.00 313.33 48879.48

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.